Attachment 4 Drawings.pdf

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Attached to
GAOA Accessible Upgrades Toilet Replacement
Solicitation number
127EAX26Q0051
Issued by

About this file

This document is a set of construction design drawings and specifications for the Vault Toilet Accessibility Improvements project at Stanislaus National Forest in California's Tuolumne, Calaveras, and Alpine Counties, prepared by the USDA Forest Service Pacific Southwest Region (R05).

The project encompasses accessibility improvements to vault toilets across multiple campgrounds and day-use areas within the Calaveras, Groveland, and Sugar Pine Ranger Districts. Work includes demolition of existing vault toilet structures, installation of new prefabricated single and double vault toilet buildings, construction of asphalt and aggregate pathways and aprons compliant with Forest Service Outdoor Recreation Accessibility Guidelines (FSORAG) 2013 edition, and site grading to ensure proper drainage. Required work must comply with Region 5 Soil and Water Conservation Handbook standards and National Best Management Practices for Water Quality Management. The contractor must furnish and maintain portable toilets at each site during construction, contact utilities locating services (USA 1-800-642-2444) before excavation, and submit a detailed construction schedule 30 days prior to work start. Work is prohibited at Lake Alpine East Shore, Lake Alpine West Shore, and Rim of the World between Memorial Day and Labor Day. All pathways must achieve minimum 4-inch compacted aggregate base or 3-inch asphalt over 4-inch aggregate base with grades compliant with FSORAG standards. The schedule of items identifies work across 14 sites including Lake Alpine locations, Crabtree X-Country Trailhead, Cherry Lake Boat Ramp, Sourgrass, Union East, Stanislaus River, Grouse Flat, Sand Flat, Fence Creek, and Rim of the World, with optional items at Ferretti Trailhead, Spicer Sno-Park, and Cottonwood Day Use. Project drawings are dated 5/12/2026 and were approved by Brian McCrory, Forest Supervisor.

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FOREST LOCATION MAP PROJECT LOCATION MAP

SHEET OF

United States Department of Agriculture Forest Service

VAULT TOILET ACCESSIBILITY IMPROVMENTS

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

SUGAR PINE DISTRICT RANGER DATE

DATE

FOREST SUPERVISOR DATE

5/1 2/2

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CALIFORNIA

TUOLUMNE, CALAVERAS, AND ALPINE COUNTIES

(R05) PACIFIC SOUTHWEST REGION

STANISLAUS NATIONAL FOREST

CALAVERAS, GROVELAND, AND SUGAR PINE RANGER DISTRICTS

INDEX OF SHEETS

SHEET SHEET TITLE DATE

GROVELAND DISTRICT RANGER DATE

CALAVERAS DISTRICT RANGER DATE

RIM OF THE WORLDFERRETTI TRAILHEAD

CHERRY LAKE BOAT LAUNCH

CRABTREE X-COUNTRY

COTTONWOOD

FENCE CREEK

SOURGRASS

SAND FLAT

STANISLAUS RIVER

UNION EASTSPICER SNO-PARK

LAKE ALPINE

TO GROUSE FLAT

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COVERSHEET

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NOTES AND QUANTITIES

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LAKE ALPINE EAST SHORE

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LAKE ALPINE WEST SHORE

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CRABTREE X-COUNTRY TRAILHEAD

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CHERRY LAKE BOAT RAMP

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AutoCAD SHX Text C-05

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SOURGRASS DAY USE

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UNION EAST CAMPGROUND

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STANISLAUS RIVER CAMPGROUND

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GROUSE FLAT CAMPGROUND

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SAND FLAT CAMPGROUND

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FENCE CREEK CAMPGROUND

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RIM OF THE WORLD DAY USE

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OPTIONAL ITEM: FERRETTI TRAILHEAD

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OPTIONAL ITEM: SPICER SNO-PARK

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OPTIONAL ITEM: COTTONWOOD DAY USE

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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

5/1 2/2

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

NOTES & QUANTITIES

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

G-02 2 16

GENERAL NOTES:

1. CONTRACTOR SHALL FURNISH AND MAINTAIN PORTABLE TOILETS AT EACH SITE FOR PUBLIC USE FROM

START OF DEMOLITION UNTIL FINAL ACCEPTANCE OF TOILET AND ALL SITE WORK. THE NUMBER OF PORTABLE TOILETS SHALL BE EQUAL TO THE NUMBER OF INDIVIDUAL TOILET STALLS PROPOSED TO BE INSTALLED UNLESS OTHERWISE APPROVED. FOR LOCATIONS WITH SITE WORK ONLY (NO TOILET REPLACEMENT) NO PORTABLE TOILETS WILL BE REQUIRED IF AT LEAST ONE TOILET WITHIN THE

CAMPGROUND OR DAY USE AREA IS AVAILABLE AND OPEN TO THE PUBLIC.

2. THE CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE CONTRACT 30 DAYS PRIOR TO THE START OF WORK, INCLUDING PROPOSED DATES OF DEMOLITION AND

INSTALLATION FOR EACH SITE.

3. REQUIRED WORK NOT SPECIFIED IN THE SCHEDULE OF ITEMS SHALL BE CONSIDERED SUBSIDIARY TO

OTHER PAY ITEMS.

4. BEFORE BEGINNING EXCAVATION ACTIVITIES, THE CONTRACTOR SHALL CONTACT A SERVICE TO LOCATE ANY BURIED UTILITIES. USA = 1-800-642-2444, THE NATIONAL 811 NUMBER, OR THE WEBSITE HTTP://WWW.USANORTH811.ORG/. DO NOT BEGIN GROUND DISTURBING WORK UNTIL THE FOREST SERVICE HAS CONFIRMED THE PRESENCE AND/OR LOCATION OF FOREST SERVICE UTILITIES. FOREST SERVICE

UTILITY LOCATIONS ARE APPROXIMATE -- CONTRACTOR TO POTHOLE AND VERIFY PRIOR TO

CONSTRUCTION.

5. ALL WORK SHALL BE IN COMPLIANCE WITH THE BEST MANAGEMENT PRACTICES DESCRIBED IN THE REGION 5 FOREST SERVICE SOIL AND WATER CONSERVATION HANDBOOK, DATED DECEMBER 2011, AND THE NATIONAL BEST MANAGEMENT PRACTICES FOR WATER QUALITY MANAGEMENT ON NATIONAL FOREST

SYSTEM LANDS, DATED APRIL 2012.

6. ANY FOREST SERVICE ROADS OR INFRASTRUCTURE DAMAGED BY CONTRACTOR DURING CONSTRUCTION SHALL BE REPAIRED BY CONTRACTOR. ANY DISTURBANCE, SUCH AS BORROW SITES AND STAGING AREAS, SHALL BE RESTORED. AT MINIMUM, COMPACTED AREAS SHALL BE DECOMPACTED TO A 12" DEPTH, SHAPED TO DRAIN, AND COVERED WITH SLASH OR EROSION CONTROL MATTING OR OTHER SIMILAR EROSION

CONTROL.

7. BORROW SOURCES, WATER SOURCES AND STAGING AREAS, IF NEEDED, WILL BE DESIGNATED BY THE FOREST SERVICE DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CO 15 DAYS IN ADVANCE

OF PROPOSED USE.

8. PROVIDE COPIES OF WEIGHT TICKETS FOR MATERIAL DELIVERED TO THE SITE FROM COMMERCIAL

SOURCES. ALL IMPORTED MATERIAL SHALL BE CERTIFIED WEED AND ASBESTOS FREE.

9. ALL EQUIPMENT SHALL ARRIVE ON SITE WASHED AND FREE OF ALL VISIBLE SOIL, DEBRIS, AND ORGANIC MATTER. ALL EQUIPMENT MUST BE INSPECTED AND APPROVED BY THE COR PRIOR TO UNLOADING ON THE

PROJECT SITE.

WORK NOTES:

1. WORK SHALL NOT BE PERFORMED AT THE FOLLOWING SITES WITHIN THE PROJECT BETWEEN MEMORIAL

DAY AND LABOR DAY:

1.1. LAKE ALPINE EAST SHORE

1.2. LAKE ALPINE WEST SHORE

1.3. RIM OF THE WORLD

2. AGGREGATE PATHS SHALL BE A MINIMUM OF 4" LAYER OF COMPACTED AGGREGATE BASE PER THE SPECIFICATIONS. ASPHALT PATHS SHALL BE A MINIMUM OF 3" DPETH OF ASPHALT PAVING OVER 4" LAYER

OF COMPACTED AGGREGATE BASE PER SPECIFICATIONS.

3. ALL PATHWAYS SHALL BE CONSTRUCTED WITH GRADE AND GEOMETRY COMPLIANT WITH THE FOREST

SERVICE OUTDOOR RECREATION ACCESSIBILITY GUIDELINES (FSORAG), 2013 EDITION.

4. LAYOUTS SHOWN ARE APPROXIMATE. LOCATIONS OF APRONS, PATHS, BUILDING, AND NEW TOILET FINISHED FLOOR GRADE CONTROL SHALL BE MARKED BY COR WITHIN 10 BUSINESS DAYS OF REQUEST BY

CONTRACTOR.

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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

5/1 2/2

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

LAKE ALPINE EAST

SHORE

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-01 3 16

+/- 2% MAX.

+/- 2% MAX.

+/- 2% MAX.

2%

M

AX.

+/- 2% M

AX.

+/- 2% MAX. +/- 5

% M

AX.

Scale: 1" = 10' CHICKAREE1 Scale: 1" = 10'

BACKPACKERS'2

Scale: 1" = 5'

SILVER VALLEY NORTH8

Scale: 1" = 10'

PINE MARTEN NORTH3

Scale: 1" = 10' PINE MARTEN WEST4 Scale: 1" = 10'

PINE MARTEN SOUTH5 Scale: 1" = 5'

SILVER VALLEY WEST7

Scale: 1" = 5'

SILVER VALLEY SOUTH6

+/- 2 % M

AX.

NOTES:

1. CONSTRUCT ASPHALT PATHS AND APRONS FLUSH WITH GRADE OF EXISTING VAULT TOILET

BUILDING FINISH FLOOR OR CONCRETE PADS, WHICHEVER IS APPLICABLE. MAXIMUM ALLOWABLE DEVIATION FROM GRADE OF FLOOR IS 14". SLOPE ALL PATHS AND APRONS TO DRAIN AWAY FROM

VAULT TOILET BUILDINGS.

2. ASPHALT PATHS SHOULD EXTEND TO MEET EXISTING PARKING AREA OR ROADWAY ASPHALT.

PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT PATHS AND APRONS AND EXISTING

ASPHALT.

3. WHERE INDICATED, ASPHALT APRONS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN ANY

DIRECTION. DIRECTIONAL PATHS SHALL HAVE A MAXIMUM TRAVELWAY SLOPE OF 5% AND CROSS

SLOPE OF 2% UNLESS OTHERWISE INDICATED.

+/- 2% MAX.

- 1

0% M

AX

+/- 2% MAX.

3'-0" M

IN.

3'-0" MIN.

TO ARNOLD

HWY 4

7N05Y

PINE MARTEN CAMPGROUND

SILVER VALLEY CAMPGROUND

BACKPACKERS' CAMPGROUND

CHICKAREE DAY USE

(E) BUILDING (E) BUILDING

(E) BUILDING

(E) BUILDING

(E) BUILDING

(E) BUILDING(E) BUILDING

(E) BUILDING

(E) CONCRETE PADS

(E) CONCRETE PADS

(E) CONCRETE PADS

(E) CONCRETE PADS

PRESERVE (E) UTILITY

BOX, ADJUST TO MEET

PATHWAY GRADE

(E) ROCK BUTTRESS, ADJUST AS

NEEDED TO ACCOMMODATE PATHWAY

NORTH

Feet

0 150 300

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© 2025 Microsoft Corporation © 2025 Maxar ©CNES (2025) Distribution Airbus DS

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

5/1 2/2

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

LAKE ALPINE WEST

SHORE

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-02 4 16

3'-0" M

IN.

+/- 5

% MAX.

+/- 2% M

AX.

5'-0" MIN.

+/- 2% MAX.

Scale: 1" = 5'

LAKE ALPINE BOAT RAMP1

3'-0" MIN.

+/- 5

% MAX.

+/- 2% M

AX.

Scale: 1" = 5'

LAKE ALPINE CAMPGROUND NORTH2

3'-0" M

IN

+/- 5% MAX.

+/- 2% M

AX.

5'-0" MIN.

+/- 2% MAX.

Scale: 1" = 5'

LAKE ALPINE CAMPGROUND SOUTH3

LAKE ALPINE CAMPGROUND

HWY 4

LAKE ALPINE PICNIC AREA

LAKE ALPINE BOAT RAMP

TO ARNOLD

NOTES:

1. CONSTRUCT ASPHALT PATHS AND APRONS FLUSH WITH GRADE OF EXISTING VAULT TOILET

BUILDING FINISH FLOOR OR CONCRETE PADS, WHICHEVER IS APPLICABLE. MAXIMUM ALLOWABLE DEVIATION FROM GRADE OF FLOOR IS 14". SLOPE ALL PATHS AND APRONS TO DRAIN AWAY FROM

VAULT TOILET BUILDINGS.

2. ASPHALT PATHS SHOULD EXTEND TO MEET EXISTING PARKING AREA OR ROADWAY ASPHALT.

PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT PATHS AND APRONS AND EXISTING

ASPHALT.

3. WHERE INDICATED, ASPHALT APRONS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN ANY

DIRECTION. DIRECTIONAL PATHS SHALL HAVE A MAXIMUM TRAVELWAY SLOPE OF 5% AND CROSS

SLOPE OF 2% UNLESS OTHERWISE INDICATED.

(E) BUILDING

(E) BUILDING

(E) BUILDING

NORTH Feet 0 100 200

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

CRABTREE X-COUNTRY

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-03 5 16

3'-0" M

IN

+/- 2% M

AX.

NOTES:

1. CONSTRUCT ASPHALT PATH FLUSH WITH GRADE OF EXISTING CONCRETE PAD. MAXIMUM

ALLOWABLE DEVIATION FROM GRADE OF FLOOR IS 14".

2. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT PATH AND EXISTING ROADWAY

ASPHALT.

CRABTREE X-COUNTRY TRAILHEAD

DODGE RIDGE ROAD

TO PINECREST

4N06Y

5%5%

A

Scale: 1" = 5'

CRABTREE X-COUNTRY TRAILHEAD1

Scale: 1" = 1'

PATHWAY SECTIONA

COMPACTED SUBGRADE

COMPACTED AGGREGATE BASE

NEW ASPHALT PATHWAY

(E) ASPHALT ROADWAY (E) CONCRETE PADE.G.

PLACE 0.5 CY 6-8" RIPRAP, EACH

SIDE OF PATHWAY

(E) BUILDING

(E) CONCRETE

PAD

Feet 0 60 120

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

CHERRY LAKE BOAT

RAMP

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-04 6 16

3' -0

" M

IN

+/- 10% MAX.

NOTES:

1. CONSTRUCT ASPHALT PATHS AND APRONS FLUSH WITH GRADE OF EXISTING VAULT TOILET

BUILDING FINISH FLOOR OR CONCRETE PADS, WHICHEVER IS APPLICABLE. MAXIMUM ALLOWABLE DEVIATION FROM GRADE OF FLOOR IS 14". SLOPE ALL PATHS AND APRONS TO DRAIN AWAY FROM

VAULT TOILET BUILDINGS.

2. PROVIDE A SMOOTH TRANSITION BETWEEN NEW ASPHALT PATHS AND APRONS AND EXISTING

ROADWAY ASPHALT.

3. WHERE INDICATED, ASPHALT APRONS SHALL HAVE A MAXIMUM CROSS SLOPE OF 2% IN ANY

DIRECTION. DIRECTIONAL PATHS SHALL HAVE A MAXIMUM TRAVELWAY SLOPE OF 5% AND CROSS

SLOPE OF 2% UNLESS OTHERWISE INDICATED.

CHERRY LAKE BOAT RAMP

1N04 COTTONWOOD ROAD

TO TUOLUMNE/GROVELAND

1N18Y

- 2

M

AX

30'-0" MAX.

6'-0" MIN.

Scale: 1" = 5'

CHERRY LAKE BOAT RAMP SOUTH2

Scale: 1" = 5'

CHERRY LAKE BOAT RAMP NORTH1

+/- 2% MAX.

- 2

M

AX

(E) BUILDING

(E) BUILDING

(E) CONCRETE PADS

Feet 0 45 90

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

SOURGRASS DAY USE

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-05 7 16

3'-0" MIN.

- 5

M

AX

+/- 2% MAX.

SOURGRASS DAY USE

5N02 SOURGRASS ROAD

TO DORRINGTON

NOTES:

1. WATER UTILITIES PRESENT -- PRESERVE ALL LINES, SPIGOTS, AND OTHER INFRASTRUCTURE.

2. DEMOLISH EXISTING DOUBLE VAULT CONCRETE TOILET BUILDING.

3. INSTALL NEW PREFABRICATED DOUBLE VAULT TOILET BUILDING.

4. CONSTRUCT AGGREGATE APRON FLUSH WITH GRADE OF VAULT TOILET BUILDING FINISH FLOOR.

MAXIMUM APRON GRADE DEVIATION FROM GRADE OF FLOOR IS 14". APRON SHALL HAVE A MAXIMUM

CROSS SLOPE OF 2% IN ANY DIRECTION.

5. CONSTRUCT AGGREGATE PATH FLUSH WITH GRADE OF APRON. DIRECTIONAL PATH SHALL HAVE A

MAXIMUM TRAVELWAY SLOPE OF 5% AND CROSS SLOPE OF 2% UNLESS OTHERWISE INDICATED.

6. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PATHS AND APRONS AND EXISTING ROADWAY OR

PARKING AREA.

7. GRADE TO DRAIN AWAY FROM BUILDING (2-5% GRADE) AT SIDES AND BACK FOR A MINIMUM OF 4

FEET.

Scale: 1" = 5'

SOURGRASS DAY USE1

+/- 2% MAX.

(N) BUILDING

APPROXIMATE

FOOTPRINT OF

(E) BUILDING

5'- 0"

M

IN

Feet 0 40 80

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

UNION EAST

CAMPGROUND

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-06 8 16

5'-0" M

IN.

+/- 2% MAX.

UNION EAST CAMPGROUND

7N75

TO 7N01 SPICER ROAD

NOTES:

1. DEMOLISH EXISTING SINGLE VAULT WOODEN OCTAGON TOILET BUILDING.

2. INSTALL NEW PREFABRICATED DOUBLE VAULT TOILET BUILDING.

3. CONSTRUCT AGGREGATE APRON FLUSH WITH GRADE OF VAULT TOILET BUILDING FINISH FLOOR. MAXIMUM

APRON GRADE DEVIATION FROM GRADE OF FLOOR IS 14". APRON SHALL HAVE A MAXIMUM CROSS SLOPE OF

2% IN ANY DIRECTION.

4. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PATHS AND APRONS AND EXISTING ROADWAY OR PARKING

AREA.

5. GRADE TO DRAIN AWAY FROM BUILDING (2-5% GRADE) AT SIDES AND BACK FOR A MINIMUM OF 4 FEET.

Scale: 1" = 5'

UNION EAST CAMPGROUND1

(N) BUILDING

APPROXIMATE

FOOTPRINT OF

(E) BUILDING

Feet 0 40 80

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

STANISLAUS RIVER

CAMPGROUND

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-07 9 16

STANISLAUS RIVER CAMPGROUND

7N01 SPICER ROAD

TO HWY 4

NOTES:

1. DEMOLISH (2) EXISTING SINGLE VAULT WOODEN OCTAGON TOILET BUILDINGS.

2. INSTALL (2) NEW PREFABRICATED DOUBLE VAULT TOILET BUILDINGS.

3. CONSTRUCT AGGREGATE APRON FLUSH WITH GRADE OF VAULT TOILET BUILDING FINISH FLOOR. MAXIMUM

APRON GRADE DEVIATION FROM GRADE OF FLOOR IS 14". AGGREGATE APRON SHALL HAVE A MAXIMUM

CROSS SLOPE OF 2% IN ANY DIRECTION.

4. CONSTRUCT AGGREGATE PATH FLUSH WITH GRADE OF APRON. DIRECTIONAL PATHS SHALL HAVE A

MAXIMUM TRAVELWAY SLOPE OF 5% AND CROSS SLOPE OF 2% UNLESS OTHERWISE INDICATED.

5. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PATHS AND APRONS AND EXISTING ROADWAY OR PARKING

AREA.

6. GRADE TO DRAIN AWAY FROM BUILDING (2-5% GRADE) AT SIDES AND BACK FOR A MINIMUM OF 4 FEET.

Scale: 1" = 10'

STANISLAUS RIVER CAMPGROUND NORTH1

Scale: 1" = 10'

STANISLAUS RIVER CAMPGROUND SOUTH2

DEMOLISH (E) VAULT

TOILET BUILDING

INSTALL (N) BUILDING IN NEW

LOCATION TO BE STAKED BY COR

3'-0" M

IN.

+/- 2% MAX.

+/- 5 % M

AX.

+/- 2% MAX.

(N) BUILDING

APPROXIMATE

FOOTPRINT OF (E)

BUILDING

+/- 2% MAX.

(N) BUILDING

5'-0" MIN.

Feet 0 150 300

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

GROUSE FLAT

CAMPGROUND

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-08 10 16

GROUSE FLAT CAMPGROUND

HWY 4

TO LAKE ALPINE

NOTES:

1. DEMOLISH (1) EXISTING SINGLE VAULT WOODEN OCTAGON TOILET BUILDING.

2. BACKFILL AND COMPACT NATIVE MATERIAL IN EXCAVATION AREA TO PROVIDE A SMOOTH AND UNIFORM

GROUND SURFACE.

3. ROAD ACCESS TO TOILET BUILDING SITE IS VARIABLE AND INCLUDES A STREAM CROSSING AND STEEP

GRADES. CONTRACTOR TO VERIFY CONDITIONS AND ENSURE SUFFICIENT ACCESS FOR DEMOLITION WORK.

Scale: 1" = 5'

GROUSE FLAT1

APPROXIMATE

FOOTPRINT OF (E)

BUILDING

Feet 0 80 160

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

SAND FLAT

CAMPGROUND

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-09 11 16

SAND FLAT CAMPGROUND

7N02

TO HWY 4

NOTES:

1. INSTALL (1) NEW PREFABRICATED SINGLE VAULT TOILET BUILDING.

2. GRADE TO DRAIN AWAY FROM BUILDING (2-5%) ON ALL SIDES FOR A MINIMUM OF 4 FEET.

3. ROAD ACCESS TO TOILET BUILDING SITE IS VARIABLE AND INCLUDES NARROW ROADWAY AND STEEP

GRADES. CONTRACTOR TO VERIFY CONDITIONS AND ENSURE SUFFICIENT ACCESS FOR TOILET

INSTALLATION WORK.

Scale: 1" = 5'

SAND FLAT1

(N) BUILDING

Feet 0 60 120

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

FENCE CREEK

CAMPGROUND

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-10 12 16

NOTES:

1. DEMOLISH (4) EXISTING SINGLE VAULT WOODEN TOILET BUILDINGS.

2. INSTALL (3) NEW PREFABRICATED SINGLE VAULT TOILET BUILDING.

3. CONSTRUCT AGGREGATE PATHS FLUSH WITH GRADE OF VAULT TOILET BUILDING FINISH FLOORS. MAXIMUM PATH GRADE DEVIATION FROM

GRADE OF FLOOR IS 14". DIRECTIONAL PATHS SHALL HAVE A MAXIMUM TRAVELWAY SLOPE OF 5% AND CROSS SLOPE OF 2% UNLESS OTHERWISE

INDICATED.

4. PROVIDE A SMOOTH TRANSITION BETWEEN NEW PATHS AND APRONS AND EXISTING ROADWAY OR PARKING AREA.

5. GRADE TO DRAIN AWAY FROM BUILDING (2-5% GRADE) AT SIDES AND BACK FOR A MINIMUM OF 4 FEET.

Scale: 1" = 5' WEST1 Scale: 1" = 10'

CENTRAL2

Scale: 1" = 5' SOUTH3 Scale: 1" = 5'

EAST4

3'-0" M

IN.

MOVE AND RESET (E)

BOULDERS TO

ACCOMMODATE PATH

+/- 5

% MAX.

- 2

M

AX

FENCE CREEK CAMPGROUND

6N06 FENCE CREEK ROAD

TO HWY 108

(N) BUILDING

APPROXIMATE

FOOTPRINT OF (E)

BUILDING

3' -0

" M

IN

+/- 5% MAX.+/

- 2

M

AX

(N) BUILDING

APPROXIMATE

FOOTPRINT OF (E)

BUILDING

APPROXIMATE

FOOTPRINT OF (E)

BUILDING

DECOMMISSIONED ROAD TO WEST TOILET.

CONTRACTOR TO RE-ESTABLISH BARRIER

FOLLOWING COMPLETION OF WORK.

NOTE: NO NEW TOILET TO BE INSTALLED AT THE WEST SITE. BACKFILL AND

COMPACT NATIVE MATERIAL TO PROVIDE A SMOOTH GROUND SURFACE.

3' -0

" M

IN

+/- 5% MAX.+/

- 2

M

AX

(N) BUILDING

APPROXIMATE

FOOTPRINT OF (E)

BUILDING

MEET (E) PARKING AREA,

PROVIDE SMOOTH

TRANSITION

MOVE AND RESET (E)

BOULDERS TO

ACCOMMODATE PATH

Feet 0 100 200

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

RIM OF THE WORLD DAY

USE

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-11 13 16

TO GROVELAND

TO YOSEMITE NATIONAL PARK

3'-0" M

IN.

+/- 2% MAX.

(N) BUILDING

(E) BUILDING, REMOVE AND PRESERVE

FOR INSTALLATION ELSEWHERE,

FURNISH TO GOVERNMENT

PRESERVE EXISTING TRASH

RECEPTACLE

NOTES:

1. REMOVE EXISTING SINGLE VAULT CONCRETE TOILET BUILDING, PRESERVE FOR INSTALLATION AT

FERRETTI SITE. IF NECESSARY, STAGE REMOVED BUILDING AT DESIGNATED LOCATION IN THE

GROVELAND RANGER STATION COMPOUND.

2. INSTALL NEW PREFABRICATED DOUBLE VAULT TOILET BUILDING.

3. CONSTRUCT ASPHALT APRON FLUSH WITH GRADE OF VAULT TOILET BUILDING FINISH FLOOR.

MAXIMUM APRON GRADE DEVIATION FROM GRADE OF FLOOR IS 14". ASPHALT APRON SHALL HAVE A

MAXIMUM CROSS SLOPE OF 2% IN ANY DIRECTION.

4. ASPHALT PATH SHOULD EXTEND TO MEET EXISTING PARKING AREA AND PATHWAY. PROVIDE A

SMOOTH TRANSITION BETWEEN NEW ASPHALT PATHS AND APRONS AND EXISTING FEATURES.

5. GRADE TO DRAIN AWAY FROM BUILDING (2-5% GRADE) AT SIDES AND BACK FOR A MINIMUM OF 4

FEET.

RIM OF THE WORLD DAY USE

HWY 120

Scale: 1" = 10'

RIM OF THE WORLD1

Feet 0 40 80

NORTH

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

OPTIONAL ITEM:

FERRETTI TRAILHEAD

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-12 14 16

+/- 2% MAX.

FERRETTI TRAILHEAD

TO PINE MOUNTAIN LAKE

NOTES:

1. INSTALL RELOCATED PREFABRICATED SINGLE VAULT TOILET BUILDING FROM RIM OF THE WORLD.

2. CONSTRUCT AGGREGATE APRON FLUSH WITH GRADE OF VAULT TOILET BUILDING FINISH FLOOR. MAXIMUM

APRON GRADE DEVIATION FROM GRADE OF FLOOR IS 14". APRON SHALL HAVE A MAXIMUM CROSS SLOPE OF

2% IN ANY DIRECTION.

3. PROVIDE A SMOOTH TRANSITION BETWEEN NEW APRON AND EXISTING ROADWAY.

4. GRADE TO DRAIN AWAY FROM BUILDING (2-5% GRADE) AT SIDES AND BACK FOR A MINIMUM OF 4 FEET.

Scale: 1" = 5'

FERRETTI TRAILHEAD1

(N) BUILDING

RESHAPE (E) ROADWAY AT APRON

CONNECTION TO ELIMINATE LOW

SPOT/PUDDLE

TO HIGHWAY 120/BUCK MEADOWS

FERRETTI ROAD

3'-0" MIN.

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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

5/1 2/2

6 1 0:

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

OPTIONAL ITEM: SPICER

SNO-PARK

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-13 15 16

TO HWY 4

TO

S

PI

CER

R

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ER

VO

IR

5'-0" MIN.

- 2

M

AX

.(N) BUILDING

NOTES:

1. INSTALL NEW PREFABRICATED DOUBLE VAULT TOILET BUILDING.

2. CONSTRUCT ASPHALT APRON FLUSH WITH GRADE OF VAULT TOILET BUILDING FINISH FLOOR.

MAXIMUM APRON GRADE DEVIATION FROM GRADE OF FLOOR IS 14". ASPHALT APRON SHALL HAVE A

MAXIMUM CROSS SLOPE OF 2% IN ANY DIRECTION.

3. ASPHALT APRON SHOULD EXTEND TO MEET EXISTING PARKING AREA AND PATHWAY. PROVIDE A

SMOOTH TRANSITION BETWEEN NEW ASPHALT PATHS AND APRONS AND EXISTING FEATURES.

4. GRADE TO DRAIN AWAY FROM BUILDING (2-5%) AT SIDES AND BACK FOR A MINIMUM OF 4 FEET. LAY

BACK ADJACENT SLOPES AT A MAXIMUM 1.5H:1V SLOPE.

SPICER SNO-PARK

7N

S

PI

C

ER

R

ES

ER

VO

IR

R

O

AD

Scale: 1" = 10'

SPICER SNO-PARK1

INSTALL 20 FT OF 2 23" X 12" 12" DIAMETER 16

GA CORRUGATED STEEL PIPE TO DIRECT

DRAINAGE DITCH UNDER ASPHALT APRON

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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

5/1 2/2

6 1 0:

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AT

HR

YN

BA

KE

R

C:

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SE

RS

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(R05)

PACIFIC SOUTHWEST REGION

VAULT TOILET

ACCESSIBILITY

IMPROVEMENTS

STANISLAUS NATIONAL

FOREST

FORESTWIDE

OPTIONAL ITEM:

COTTONWOOD DAY USE

5/12/2026

K.BAKER

K.BAKER

K.DELISSER

C-14 16 16

COTTONWOOD DAY USE

CLARK FORK ROAD

TO HIGHWAY 108

NOTES:

1. DEMOLISH EXISTING SINGLE VAULT OCTAGON TOILET BUILDING AND ROOF STRUCTURE.

2. INSTALL NEW PREFABRICATED SINGLE VAULT TOILET BUILDING.

3. PLACE NEW BUILDING AT LOCATION AND GRADE CONNECTING DOORWAY TO EXISTING CONCRETE APRON.

FINISH FLOOR. MAXIMUM APRON GRADE DEVIATION FROM GRADE OF FLOOR IS 14".

4. GRADE TO DRAIN AWAY FROM BUILDING (2-5% GRADE) AT SIDES AND BACK FOR A MINIMUM OF 4 FEET.

Scale: 1" = 5'

COTTONWOOD DAY USE1

(N) BUILDING

APPROXIMATE

FOOTPRINT OF

(E) BUILDING

Feet 0 40 80

NORTH

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Sheets and Views
VaultToiletAccessibility-COVERSHEET
VaultToiletAccessibility-NOTES AND QUANTITIES
VaultToiletAccessibility-LAKE ALPINE EAST SHORE
VaultToiletAccessibility-LAKE ALPINE WEST SHORE
VaultToiletAccessibility-CRABTREE X-COUNTRY
VaultToiletAccessibility-CHERRY LAKE BOAT RAMP
VaultToiletAccessibility-SOURGRASS
VaultToiletAccessibility-UNION EAST
VaultToiletAccessibility-STANISLAUS RIVER
VaultToiletAccessibility-GROUSE FLAT
VaultToiletAccessibility-SAND FLAT
VaultToiletAccessibility-FENCE CREEK
VaultToiletAccessibility-RIM OF THE WORLD
VaultToiletAccessibility-FERRETTI TRAILHEAD
VaultToiletAccessibility-SPICER SNOPARK
VaultToiletAccessibility-COTTONWOOD
2026-05-12T11:31:44-0700
KATHRYN BAKER
2026-05-12T11:42:29-0700
ANDREW WELSH
2026-05-12T12:51:58-0700
DENNYSON HAYNES
2026-05-12T13:58:57-0700
RAYMOND CABLAYAN
2026-05-13T10:38:07-0700
BRIAN MC CRORY

File details come from the government source that posted it. Updated .