3. Attachment A - LO Restrooms_ CD Dwgs.pdf

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

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

TITLE SHEET

06/13/24

JCA

PM

JC

G-01 1 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

ARCHITECTURE:

JCA/AET JV

7 FREELON STREET

SAN FRANCISCO, CA 94107

CONTACT: JOYCE CHOW, RA, LEED AP

TEL: 415-777-1288 X 102

CIVIL/STRUCTURAL ENGINEERING:

PROVOST & PRITCHARD CONSULTING GROUP

3387 BODERO LANE

CHICO, CA 95973

CONTACT: DENA TRAINA, PE

TEL: 866-766-6200

1 KEY NOTE1. DEMOLITION OF EXISTING STRUCTURES AND EXISTING CONCRETE.

2. CONSTRUCTION AND INSTALLATION OF EIGHT (8) LOOKOUT

RESTROOMS ACROSS THE PLUMAS NATIONAL FOREST.

· ARGENTINE

· DIXIE MOUNTAIN

· MOUNT HOUGH

· MILLS PEAK STAFF

3. PURCHASE AND INSTALLATION OF A PREFABRICATED RESTROOM

AT PIKE COUNTY.

4. RELATED SITE WORK INCLUDING CONCRETE FOUNDATIONS

REQUIRED FOR THE INSTALLATION OF THE RESTROOMS IS PART

OF THE SCOPE OF WORK.

5. INSTALLATION OF WASTE COLLECTION AND DIVERSIONS SYSTEMS

IS REQUIRED AT EIGHT (8) LOOK OUT RESTROOMS LOCATIONS.

6. SEVERAL OF THE RESTROOMS ARE HISTORIC, THEREFORE THE

CONTRACTOR IS REQUIRED TO COORDINATE ALL HISTORIC

REQUIREMENTS DURING CONSTRUCTION WITH USDA.

7. EXISTING SEWAGE AND SPILL CONTAINMENT, CONTAMINATION

CLEANUP, REMOVAL, TRANSPORT AND LEGAL DISPOSAL OF

HUMAN WASTE AND URINE MUST BE PER SPEC. SECTION 01 74 00.

THE DRAWINGS AND SPECIFICATIONS PREPARED BY JCA/AET., FOR

THIS PROJECT DO NOT INCLUDE THE HANDLING AND REMOVAL OF

HAZARDOUS BEARING MATERIALS. THE SITE MAY CONTAIN

HAZARDOUS MATERIAL. THE CONTRACTING OFFICER AND THE

CONTRACTOR SHALL DETERMINE HOW BEST TO LEGALLY REMOVE,

TRANSPORT AND DISPOSE OF THE HAZARDOUS BEARING MATERIALS

PER EPA AND ALL OTHER APPLICABLE CODES AND REGULATIONS. THE

COST OF HAZARDOUS ABATEMENT SHALL BE INCLUDED IN THE BID.

A-01

PLAN NORTH

REFERENCE DRAWING NUMBER

SHEET WHERE REFERENCE

DRAWING IS LOCATED

A-01

ELEVATION OR SECTION

DRAWING NUMBER

SHEET WHERE DRAWING IS

LOCATED

1 REVISION CHANGE

INDICATOR (POST BID

SETS ONLY)

LOOKOUT RESTROOM UPGRADES

PLUMAS NATIONAL FOREST

PACIFIC SOUTHWEST

REGION 5, CALIFORNIA

100% CONSTRUCTION DOCUMENT SUBMITTAL

NOT TO SCALE

A.B. ANCHOR BOLT

ADA AMERICANS WITH

DISABILITY ACT

ABV. ABOVE

ABBREV. ABBREVIATIONS

A.F.F. ABOVE FINISH FLOOR

ALT. ALTERNATE

ALUM. ALUMINUM

APPROX. APPROXIMATE

BOD BASIS OF DESIGN

BD. BOARD

BLDG. BUILDING

CL CENTER LINE

CLG. CEILING

CLR CLEAR

DEMO. DEMOLITION

DF. DOUGLAS FIR

DIA. DIAMETER

DIM. DIMENSION

DTL. DETAIL

DWG(S). DRAWING(S)

(E) EXISTING

EA. EACH

ELEV. ELEVATION

EQ. EQUAL

E.W. EACH WAY

EXT. EXTERIOR

FIN. FINISH

FLR. FLOOR

F.O. FACE OF

FRAM'G. FRAMING

FR FIRE RETARDANT

FRT FLAME RETARDANT

TREATED OR FIRE

RETARDANT TREATED

FT. FOOT OR FEET

GA GAUGE

GLAV. GALVANIZED

HT. HEIGHT

IBC INTERNATIONAL

BUILDING CODE

INT. INTERIOR

IPC INTERNATIONAL

PLUMBING CODE

MAT'L. MATERIAL

MAX. MAXIMUM

MISC. MISCELLANEOUS

MIN. MINIMUM

(N) NEW

N/A NOT APPLICABLE

N.I.C NOT IN CONTRACT

NO./# NUMBER

N.T.S. NOT TO SCALE

O.C. ON CENTER

OPN'G OPENING

P.A.F. POWDER ACTUATED

FASTENER

PL PLATE

PLYWD PLYWOOD

PR. PAIR

PREP. PREPARATION

PRFAB. PREFABRICATED

P.T. PRESSURE TREATED

REINF. REINFORCING

REQ'D. REQUIRED

REV. REVISION

R.O. ROUGH OPENING

S.C.D. SEE CIVIL DRAWINGS

SQ. FT. SQUARE FEET

SHT. SHEET

SIM. SIMILAR

SPECS. SPECIFICATIONS

S.S.D. SEE STRUCTURAL

DRAWINGS

STL. STEEL

T&B TOP & BOTTOM

THK. THICK

T.O. TOP OF

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE

NOTED

USDA UNITED STATES

DEPARTMENT OF

AGRICULTURE

USFS UNITED STATES

FOREST SERVICE

V.I.F. VERIFY IN FIELD

W/ WITH

WT. WEIGHT

Ø/DIA. DIAMETER

# POUND OR NUMBER

℄ CENTER LINE

ARGENTINE

ORIGINAL CONSTRUCTION: UNKNOWN

ORIGINAL SQ. FOOTAGE: UNKNOWN | NEW SQ. FOOTAGE: 36 +/-

DIXIE MOUNTAIN

ORIGINAL CONSTRUCTION: 1928 (APPROXIMATE)

ORIGINAL SQ. FOOTAGE: 18 +/- | NEW SQ. FOOTAGE: 36 +/-

MOUNT HOUGH

ORIGINAL CONSTRUCTION: 1986 (APPROXIMATE)

ORIGINAL SQ. FOOTAGE: 36 +/- | NEW SQ. FOOTAGE: 36 +/-

MILLS PEAK STAFF

ORIGINAL CONSTRUCTION: 1934 (APPROXIMATE)

ORIGINAL SQ. FOOTAGE: 17 +/- | NEW SQ. FOOTAGE: 36 +/-

MILLS PEAK PARKING LOT

ORIGINAL CONSTRUCTION: 1934 (APPROXIMATE)

ORIGINAL SQ. FOOTAGE: 23 +/- | NEW SQ. FOOTAGE: 36+/-

PIKE COUNTY

ORIGINAL CONSTRUCTION: NOT APPLICABLE

ORIGINAL SQ. FOOTAGE: NOT APPLICABLE | NEW SQ. FOOTAGE: 95 +/-

RED ROCK

ORIGINAL CONSTRUCTION: 1955 (APPROXIMATE)

ORIGINAL SQ. FOOTAGE: 18 +/- | NEW SQ. FOOTAGE: 36 +/-

SMITH PEAK

ORIGINAL CONSTRUCTION: 1935 (APPROXIMATE)

ORIGINAL SQ. FOOTAGE: 18 +/- | NEW SQ. FOOTAGE: 36 +/-

THOMPSON PEAK

ORIGINAL CONSTRUCTION: 1932 (APPROXIMATE)

ORIGINAL SQ. FOOTAGE: 18 +/- | NEW SQ. FOOTAGE: 36 +/-

LATEST ADOPTED VERSIONS OF THE FOLLOWING:

NATIONAL SAFETY CODE

INTERNATIONAL BUILDING CODE 2021

INTERNATIONAL PLUMBING CODE 2021

UNIFORM PLUMBING CODE

BUTTE COUNTY ONSITE WASTEWATER ORDINANCE

STATE HISTORIC PRESERVATION OFFICE (SHPO)

USDA CULTURAL RESOURCES REQUIREMENTS

ADA DISABILITY GUIDELINES (ADAAG)

SCOPE OF WORK LEGEND DIRECTORY

ABBREVIATIONSFOREST LOCATION MAP

PROJECT DATA

HAZARDOUS MATERIALS

CODE REFERENCES

TRUE NORTH

TRUE NORTH

· MILLS PEAK PARKING LOT

· RED ROCK

· SMITH PEAK

· THOMPSON PEAK

PLAN ORTH

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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

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

PROJECT LOCATION

MAPS

06/13/24

JCA

PM

JC

G-02 2 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PROJECT LOCATION MAPS

MOUNT HOUGH LOOKOUT RESTROOM RED ROCK & THOMPSON PEAK LOOKOUT RESTROOM PIKE COUNTY LOOKOUT RESTROOM

SMITH PEAK & DIXIE MT. LOOKOUT RESTROOMMILLS PEAK & ARGENTINE LOOKOUT RESTROOM

PLAN NORTH

(DRAWINGS ARE NOT TO SCALE)

ARGENTINE

MILLS PEAK

SMITH PEAK

DIXIE MOUNTAIN

PIKE COUNTY

THOMPSON

PEAK

RED ROCK

MT. HOUGH

MILLS PEAK

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E

A. GENERAL

1. ALL WORK SHALL CONFORM TO THE MOST STRINGENT OF: THE

INTERNATIONAL BUILDING CODE, AND THE FEDERAL, STATE AND LOCAL

REQUIREMENTS.

2. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES AND TYPICAL DETAILS.

3. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE, DETAILS

TAKE PRECEDENCE OVER ALL. CONTRACTOR SHALL NOTIFY THE USDA

CONTRACTING OFFICER OF CONFLICTS IN WRITING, PRIOR TO PROCEEDING

WITH THE WORK IN QUESTION.

4. IN THE EVENT THAT THESE CONSTRUCTION DRAWINGS CONTAIN

CONFLICTING INFORMATION IN SEPARATE LOCATIONS (INCLUDING

SPECIFICATIONS) AND THE CONTRACTOR CANNOT OBTAIN WRITTEN

CLARIFICATION PRIOR TO BIDDING. THE CONTRACTOR MUST INCLUDE IN

THE BID THE COST TO CORRECT THE DISCREPANCIES.

5. ALL CONSTRUCTION DOCUMENTS ARE COMPLIMENTARY. CONTRACTOR SHALL

REVIEW ALL DRAWINGS BY ALL DISCIPLINES AND COORDINATE THE WORK.

6. DO NOT INTERRUPT SERVICE OUTSIDE CONTRACT LIMITS OF THIS PROJECT.

7. "TYPICAL" OR "TYP." MEANS THE CONDITION IS REPRESENTATIVE FOR ALL

SIMILAR CONDITIONS, UNLESS OTHERWISE NOTED. "SIMILAR" OR "SIM" MEANS

COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. VERIFY

DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS. "ALIGN" IS USED IN

THESE DOCUMENTS MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME

PLANE.

8. "AS REQUIRED" MEANS AS REQUIRED BY REGULATORY REQUIREMENTS BY

REFERENCED STANDARDS, BY EXISTING CONDITIONS, BY GENERALLY

ACCEPTED CONSTRUCTION PRACTICE OR BY THE CONTRACT DOCUMENTS.

9. ALL INFORMATION DESCRIBING EXISTING BUILDING CONSTRUCTION

DETAILS, EXISTING DIMENSIONS, EXISTING ELEVATIONS AND EXISTING FINISHES

NOTED ON DOCUMENTS PREPARED BY JCA/AET ARE REPRODUCED FROM

INFORMATION FURNISHED BY USDA OR FIELD OBSERVATIONS. CONTRACTOR TO

FIELD VERIFY.

10. CONTRACTOR TO FIELD VERIFY ALL MEASUREMENTS BEFORE PERFORMING

WORK.

11. EXAMINATION OF THE SITE, THE EXISTING BUILDINGS, AND PORTIONS

THEREOF WHICH WILL AFFECT THEIR WORK SHALL BE MADE BY THE

CONTRACTOR. THEY SHALL, AT SUCH TIME, ASCERTAIN AND CHECK LOCATION

OF EXISTING STRUCTURES, UTILITIES, SERVICES, OF EQUIPMENT WHICH MAY

AFFECT THEIR WORK. NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY

DISCREPANCIES FOUND ON SITE VERSUS THE CONSTRUCTION DOCUMENTS.

12. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION REMOVAL AND

LEGAL DISPOSAL OF ALL DEBRIS/MATERIALS AND EQUIPMENT OFF SITE.

13. WRITTEN DIMENSIONS SHALL HAVE PREFERENCE OVER SCALE. "CLEAR"

DIMENSIONS TAKE PRECEDENCE OVER OTHER WRITTEN DIMENSIONS. CLEAR

DIMENSIONS MAY NOT CHANGE WITHOUT THE REVIEW AND WRITTEN APPROVAL

OF THE USDA CONTRACTING OFFICER.

B. DEMOLITION

1. CONTRACTOR TO REVIEW ALL CONTRACT DRAWINGS AND FIELD

VISIT THE JOB SITE TO ACCURATELY DETERMINE THE SCOPE OF WORK.

2. THE DRAWINGS AND SPECIFICATIONS DESCRIBED IN GENERAL THE

QUALITY AND CHARACTER OF THE WORK. MISCELLANEOUS ITEMS OF WORK,

MATERIAL, EQUIPMENT, ETC., NECESSARY TO COMPLETE THE WORK SHALL BE

PROVIDED BY THE CONTRACTOR WHETHER OR NOT MENTIONED IN THE

SPECIFICATIONS OR SHOWN IN THE DRAWINGS.

3. CONTRACTOR SHALL PROTECT EXISTING BUILDINGS FROM DAMAGE WHICH MAY

OCCUR FROM DEMOLITION, DUST, WATER, ADVERSE WEATHER, ETC. ANY

DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED OR REPLACED AT

NO ADDITIONAL COST TO THE USDA. BARRICADES, SIGNS, LIGHTS, ETC.,

REQUIRED FOR THE PROTECTION OF PERSONNEL, PROPERTY AND MATERIAL

SHALL BE PROVIDED FOR AND MAINTAINED DURING CONSTRUCTION BY THE

CONTRACTOR, AND SHALL CONFORM TO ALL GOVERNING CODES, ORDINANCES

AND REGULATIONS. THE DEMO CONTRACTOR SHALL EMPLOY ALL MEANS

NECESSARY TO CONTROL DUST & DEBRIS AT AND NEAR THE SITE OF WORK AND

ALONG APPROACH ROUTES TO THE CONSTRUCTION SITE.

4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT

NECESSARY TO INSTALL AND/OR ERECT THE CONSTRUCTION AS REQUIRED TO

PROPERLY COMPLETE THE WORK. PRIOR TO DEMOLITION, CONTRACTOR SHALL

PROVIDE ALL NECESSARY SHORING AND SEQUENCING OF DEMOLITION. THE

CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING

FOR ALL MEMBERS AS REQUIRED FOR THE STABILITY OF THE STRUCTURE(S)

DURING ALL PHASES OF DEMOLITION ADEQUATELY DESIGNED FOR THE

IMPOSITION OFALL LOADS DURING DEMOLITION. ALL BARRICADES SHALL MEET

ALL APPLICABLE CODES AND MAINTAIN EGRESS.

5. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE USDA CONTRACT

OFFICER OF ANY CONDITION THAT MIGHT ENDANGER THE STABILITY OF THE

STRUCTURE(S) OR CAUSE DISTRESS OF THE STRUCTURE(S). JCA/AET IS NOT

RESPONSIBLE FOR INSPECTION OF THE ELEMENTS DESCRIBED ABOVE, NOR

WILL JCA/AET BE RESPONSIBLE FOR CONTRACTOR'S MEANS, METHODS,

TECHNIQUES, SAFETY PROCEDURES OR SEQUENCES OF DEMOLITION.

6. THE CONTRACTOR SHALL PROVIDE ALL TOOLS, TRANSPORTATION, UTILITIES,

TEMPORARY FACILITIES, AND OTHER SERVICES AS NECESSARY FOR PROPER

EXECUTION OF THE WORK, SHALL ASSUME FULL RESPONSIBILITY FOR

PROTECTION AND SAFEKEEPING OF THESE ELEMENTS DURING DEMOLITION.

7. CONTRACTOR SHALL PROCURE ALL PERMITS, FEES, LICENSES AND PAY

FOR RELATED TAXES AS REQUIRED TO PERFORM FULL SCOPE OF WORK.

8. ANY REVISIONS OR ADDITIONAL WORK REQUIRED AS A RESULT OF FIELD

CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE USDA

CONTRACTING OFFICER BEFORE PROCEEDING.

9. CONTRACTOR SHALL FIELD INVESTIGATE, VERIFY AND BE RESPONSIBLE

FOR ALL CONDITIONS, ELEVATIONS AND DIMENSIONS OF THE PROJECT, AS

SHOWN ON, OR REFERENCED ON THE DRAWINGS AND ADDITIONALLY AS

NECESSARY TO COMPLETE ALL THE WORK, NOTIFY THE USDA CONTRACTING

OFFICER ABOUT ANY CONDITION REQUIRING MODIFICATION OR CHANGE PRIOR

TO BIDDING. CONTRACTOR SHALL EXAMINE THE DRAWINGS AND

SPECIFICATIONS AND CLEARLY UNDERSTAND THE EXISTING CONDITIONS UNDER

WHICH THE WORK IS TO BE PERFORMED PRIOR TO BIDDING. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE SITE AND ALL

EXISTING CONDITIONS BEFORE COMMENCING WITH WORK.

10. THE CONTRACTOR SHALL MAINTAIN GOOD HOUSEKEEPING PRACTICES AT

THE JOB SITE. EXCESS BUILDING MATERIALS AND DEBRIS SHALL BE REMOVED

PROMPTLY FROM THE JOB SITE AND DISPOSED OF AT AN APPROVED DUMPSITE.

THE JOB SITE SHALL BE LEFT "BROOM CLEAN" AT THE END OF EACH WORK DAY.

11. JCA/AET MAKES NO REPRESENTATIONS AS TO THE ACCURACY OR

COMPLETENESS OF THE LOCATION, OR EXISTENCE OF ANY UNDERGROUND

UTILITIES OR STRUCTURES, WITHIN THE LIMITS OF THIS PROJECT. THE DEMO

CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEANS TO PROTECT

UTILITIES AND STRUCTURES OF RECORD WHETHER SHOWN OR NOT ON THESE

PLANS.

12. CONTRACTOR SHALL PROVIDE BARRICADES TO PROTECT THE GENERAL

PUBLIC AND TO PREVENT UNCONTROLLED ACCESS TO THE SITE AT ALL TIMES.

13. CONTRACTOR SHALL NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL

ALWAYS GOVERN. CONTRACTOR REQUIRING DIMENSIONS NOT NOTED SHALL

CONTACT THE USDA FOR SUCH INFORMATION PRIOR TO PROCEEDING WITH

WORK RELATED TO THOSE DIMENSIONS EXCEPT FOR DIMENSIONS OR DETAILS

OF EXISTING CONDITIONS WHERE CONTRACTOR SHALL FIELD MEASURE.

14. REPLACE ALL DISTURBED OR DAMAGED PAVEMENT, CURBS, SLABS AND

DRAINS TO MATCH EXISTING AFTER CONSTRUCTION.

15. ALL SITE ENTRIES/EXITS AND FIRE LANES SHALL REMAIN UNOBSTRUCTED AT

ALL TIMES DURING CONSTRUCTION. ALL OTHER EXIT EGRESS POINTS IN

CONSTRUCTION AREAS ARE TO REMAIN FREE OF ALL OBSTRUCTIONS.

16. CONTRACTOR SHALL NOT PLACE MATERIALS, EQUIPMENT, HOSES, POWER LINES

OR ANY OTHER OBSTRUCTION IN ANY AREA OUTSIDE OF LIMITS OF WORK,

UNLESS AUTHORIZED BY THE USDA CONTRACT OFFICER.

17. UNLESS OTHERWISE NOTED, WITHIN EACH LIMIT OF EACH WORK AREA,

CONTRACTOR SHALL DEMOLISH, REMOVE AND LEGALLY DISPOSE OF THE

FOLLOWING, BUT NOT LIMITED TO:

a. WOOD SIDING

b. ROOFING MATERIAL

c. CONCRETE SLABS

d. DOORS, DOOR FRAMES, AND HARDWARE

e. PLUMBING FIXTURES AND ACCESSORIES

f. ALL EQUIPMENT AND FURNISHINGS

g. EXTERIOR BUILDING COMPONENTS

h. EXISTING WOOD STAIRS

18. DEMOLITION WORK SHALL COMPLY WITH USDA'S CONSTRUCTION WASTE

MANAGEMENT REQUIREMENT.

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

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

SHEET INDEX AND

GENERAL AND

DEMOLITION NOTES

06/13/24

JCA

PM

JC

G-03 3 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

DRAWING NUMBER SHEET NAME DRAWING TITLE

GENERAL

001 G-01 TITLE SHEET

002 G-02 PROJECT LOCATION MAPS

003 G-03 SHEET INDEX AND GENERAL AND DEMOLITION NOTES

CIVIL

004 C-01 ARGENTINE LOOKOUT OVERALL SITE PLAN

005 C-02 ARGENTINE LOOKOUT ENLARGED SITE PLAN

006 C-03 DIXIE LOOKOUT OVERALL SITE PLAN

007 C-04 DIXIE LOOKOUT ENLARGED SITE PLAN

008 C-05 DIXIE LOOKOUT STAIRS ENLARGED SITE PLAN

009 C-06 HOUGH LOOKOUT OVERALL SITE PLAN

010 C-07 HOUGH LOOKOUT ENLARGED SITE PLAN

011 C-08 MILLS LOOKOUT OVERALL SITE PLAN

012 C-09 MILLS LOOKOUT ENLARGED SITE PLAN

013 C-10 MILLS PARKING LOT ENLARGED SITE PLAN

014 C-11 PIKE CO LOOKOUT OVERALL SITE PLAN

015 C-12 PIKE CO LOOKOUT ENLARGED SITE PLAN

016 C-13 RED ROCK LOOKOUT OVERALL SITE PLAN

017 C-14 RED ROCK LOOKOUT ENLARGED SITE PLAN

018 C-15 SMITH LOOKOUT OVERALL SITE PLAN

019 C-16 SMITH LOOKOUT ENLARGED SITE PLAN

020 C-18 THOMPSON LOOKOUT OVERALL SITE PLAN

021 C-19 THOMPSON LOOKOUT ENLARGED SITE PLAN

022 C-20 CIVIL DETAILS

STRUCTURAL

023 S-01 RESTROOM STRUCTURAL DETAILS

024 S-02 RESTROOM STRUCTURAL DETAILS

025 S-03 DIXIE STAIR STRUTURAL DETAILS

ARCHITECTURAL

026 A-01 ARGENTINE LOOKOUT FLOOR PLAN, ELEVATIONS, SECTIONS, AND DETAILS

027 A-02 DIXIE LOOKOUT FLOOR PLAN, ELEVATIONS, SECTIONS, AND DETAILS

028 A-03 DIXIE LOOKOUT STAIRS FLOOR PLAN, ELEVATION, AND SECTION

029 A-04 MT. HOUGH LOOKOUT FLOOR PLAN, ELEVATIONS, SECTIONS, AND DETAILS

031 A-05 MILLS PEAK STAFF LOOKOUT FLOOR PLAN, ELEVATIONS, SECTIONS, AND DETAILS

031 A-06 MILLS PEAK PUBLIC LOOKOUT FLOOR PLAN, ELEVATIONS, SECTIONS, AND

DETAILS

032 A-07 PIKE COUNTY LOOKOUT FLOOR PLAN AND ELEVATIONS

033 A-08 PIKE COUNTY LOOKOUT SECTIONS

034 A-09 RED ROCK LOOKOUT FLOOR PLAN, ELEVATIONS, SECTIONS, AND DETAILS

035 A-10 SMITH PEAK LOOKOUT FLOOR PLAN, ELEVATIONS, SECTIONS, AND DETAILS

036 A-11 THOMPSON PEAK LOOKOUT FLOOR PLAN, ELEVATIONS, SECTIONS, AND DETAILS

037 A-12 DETAILS

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SHEET INDEX

GENERAL AND DEMOLITION NOTES

PROPOSED TOILETEXISTING LOOKOUT

NEAREST VEHICLE ACCESS

APPROX 200 FEET FROM

PROPOSED TOILET LOCATION

0 5 10 20

SCALE IN FEET

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

6/5 /24

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MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

AR

GE

NT

IN

E.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

ARGENTINE LOOKOUT

OVERALL SITE PLAN

06/13/24

AS

SM

AS

C-01 4 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

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- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

7/02/24

EXISTING GROUNDWASTE-AWAY AREA

TOILET STRUCTURE

FINISHED FLOOR: 7175.7

EXISTING GROUND

WASTE-AWAY AREA

FILL EXISTING PIT WITH MEDIA AND INSTALL

PERFORATED PIPE TO USE AS URINE

DISPOSAL AREA

SEE DETAIL 1/C-19 FOR REFERENCE. MODIFY

TO USE EXISTING VAULT INSTEAD OF

PRECAST CONCRETE BOX

PROPOSED TOILET STRUCTURE

WASTE-AWAY AREA

1.5" HDPE

N:1868208.04 E:6908475.86

N:1868216.93 E:6908477.75

A

B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:4

0 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

AR

GE

NT

IN

E.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

ARGENTINE LOOKOUT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-02 5 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

0 1.5 3 6

SCALE IN FEET

0 1.5 3 6

SCALE IN FEET

SECTION A SECTION B

BENCHMARKS

PROJECT BENCHMARK

"ARGENTINE", A BRONZE DISK SET IN THE TOP OF THE BEDROCK,

130 FEET NORTHEAST OF THE ARGENTINE ROCK FIRE LOOKOUT.

ELEVATION = 7225.22' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 1,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

www.provostandpritchard.com

PR

O

PE

R

TY

O

F U

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ED

S

TA

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S G

O

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R N

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EN

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- F

O R

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FF

IC

IA

L U

SE

O

N

LY

DEMOLITION NOTES

THERE IS NO EXISTING TOILET STRUCTURE TO DEMOLISH AT

ARGENTINE AND NO WASTE TO REMOVE. EXISTING VAULT FROM

OLD TOILET TO BE CLEARED OF DEBRIS AND UTILIZED AS URINE

DISPOSAL AREA.

PROPOSED TOILET

EXISTING LOOKOUT

70 82

NEAREST VEHICLE

ACCESS

APPROX 400 FEET FROM

EXISTING LOOKOUT

PROPOSED STAIRS

0 5 10 20

SCALE IN FEET

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

6/5 /24

:4

7 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

DI

XI

E.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

DIXIE LOOKOUT

OVERALL SITE PLAN

06/13/24

AS

SM

AS

C-03 6 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

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S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

EXISTING GROUND

FINISHED FLOOR: 8293.80

WASTE-AWAY AREA

BACKFILL EXISTING VAULT

PER DETAIL 2/C-19

EXISTING GROUND

WASTE-AWAY AREA

G

G

G

PROPOSED URINE DISPOSAL BOX

DEMOLISH EXISTING TOILET STRUCTURE

PROPOSED TOILET STRUCTURE

WASTE-AWAY AREA

1.5" HDPE

N:1865661.27 E:7042563.91

N:1865670.20 E:7042565.58

SECTION A

A B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:4

7 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

DI

XI

E.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

DIXIE LOOKOUT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-04 7 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

SECTION B0 1.5 3 6

SCALE IN FEET

0 1.5 3 6

SCALE IN FEET

BENCHMARKS

PROJECT BENCHMARK

"DIXIE MOUNTAIN", A BRONZE DISK SET IN THE TOP OF A ROCK

OUTCROP, 17 FEET SOUTH OF THE SOUTHWEST CORNER OF THE

DIXIE MOUNTAIN FIRE LOOKOUT.

ELEVATION = 8328.78' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 1,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

DEMOLITION NOTES

CONTRACTOR TO DEMOLISH ALL COMPONENTS OF EXISTING

TOILET STRUCTURE AND REMOVE WASTE FROM VAULT. NO PUMP

TRUCK ACCESS. EXISTING VAULT SIZE APPROXIMATELY 4' X 4' X 8',

CONTRACTOR TO VERIFY IN FIELD.

TOP LANDING ELEVATION: 8328.70

SEE STAIR LAYOUT NOTES

COORDINATE WITH GOVERNMENT BEFORE

DEMOLISHING OR MOVING EXISTING ROCKS

8311831283138314

832483

CONTRACTOR TO REMOVE AND DISPOSE

OF DEBRIS FROM PREVIOUSLY

DEMOLISHED STAIRS

SEE PHOTO THIS SHEET FOR REFERENCE.

DEMOLISH EXISTING

CONCRETE/MASONRY PAD

DEMOLISH EXISTING

CONCRETE/MASONRY PAD

AT BASE OF LOOKOUT

STAIRS TO ACCOMODATE

NEW LANDING

N:1865734.34 E:7042507.63

N:1865709.95 E:7042508.76

COORDINATE WITH GOVERNMENT BEFORE

DEMOLISHING OR MOVING EXISTING ROCKS

TOP LANDING ELEVATION: 8328.70

SEE STAIR LAYOUT NOTES

SECTION A

A0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:4

7 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

DI

XI

E.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

DIXIE LOOKOUT STAIRS

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-05 8 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

0 1.5 3 6

SCALE IN FEET

BENCHMARKS

PROJECT BENCHMARK

"DIXIE MOUNTAIN", A BRONZE DISK SET IN THE TOP OF A ROCK

OUTCROP, 17 FEET SOUTH OF THE SOUTHWEST CORNER OF THE

DIXIE MOUNTAIN FIRE LOOKOUT.

ELEVATION = 8328.78' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 1,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

B

SECTION B0 1.5 3 6

SCALE IN FEET

DEBRIS TO BE REMOVED

DEMOLITION NOTES

WOODEN STAIRWAY THAT GENERALLY MATCHES THE LAYOUT OF

THE PROPOSED STAIRWAY HAS BEEN PREVIOUSLY DEMOLISHED.

CONTRACTOR TO REMOVE DEMOLITION DEBRIS, SEE PHOTO AT

RIGHT FOR REFERENCE. CONTRACTOR TO DEMOLISH ANY

CONCRETE PADS OR OTHER REMNANTS OF THE PREVIOUS STAIR

STRUCTURE.

STAIR LAYOUT NOTES

ELEVATIONS SHOWN HERE ARE BASED ON TOPOGRAPHIC DATA

GATHERED FROM DRONE PHOTOGRAPHY. FIELD ADJUSTMENTS

MAY BE NECESSARY. CONTRACTOR TO COORDINATE WITH

GOVERNMENT IN THE FIELD TO ENSURE THAT STAIR ELEVATIONS

ACHIEVE THE DESIGN INTENT. ELEVATION OF THE TOP LANDING

OF THE PROPOSED STAIRS TO BE ADJUSTED AS NEEDED TO

ACCOMMODATE A PATH OF TRAVEL FROM THE LANDING, TO THE

EXISTING LOOKOUT STRUCTURE.

05 7210 7215

PROPOSED TOILET

0 5 10 20

SCALE IN FEET

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

6/5 /24

:5

1 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

HO

UG

H.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

HOUGH LOOKOUT

OVERALL SITE PLAN

06/13/24

AS

SM

AS

C-06 9 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

FINISHED FLOOR: 7220.0

WASTE-AWAY AREA

EXISTING GROUND

WASTE-AWAY AREA

DEMOLISH EXISTING

TOILET STRUCTURE

SEE DETAIL 2/C-19

PROPOSED TOILET STRUCTURE

WASTE-AWAY AREA

PROPOSED URINE DISPOSAL BOX

1.5" HDPE

N:1901495.77 E:6873460.01

N:1901499.14 E:6873451.58

SECTION A

A

B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:5

1 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

HO

UG

H.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

HOUGH LOOKOUT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-07 10 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

0 1.5 3 6

SCALE IN FEET

0 1.5 3 6

SCALE IN FEET

SECTION B

BENCHMARKS

PROJECT BENCHMARK

"HOUGH RM 1", A BRONZE DISK SET IN THE TOP OF A ROCK

OUTCROP, 19 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF

THE MT. HOUGH FIRE LOOKOUT.

ELEVATION = 7235.94' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 1,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

DEMOLITION NOTES

CONTRACTOR TO DEMOLISH ALL COMPONENTS OF EXISTING

TOILET STRUCTURE AND SLAB AND REMOVE WASTE FROM VAULT.

PUMP TRUCK ACCESS IS LIMITED TO SMALLER VEHICLES ONLY.

PROPOSED LOOKOUT TOILET

PROPOSED PARKING LOT TOILET

EXISTING LOOKOUT

0 5 10 20

SCALE IN FEET

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

6/5 /24

:1

3 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

MI

LL

S.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

MILLS LOOKOUT

OVERALL SITE PLAN

06/13/24

AS

SM

AS

C-08 11 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

FINISHED FLOOR: 7324.4

WASTE-AWAY AREA

BACKFILL EXISTING VAULT

PER DETAIL 2/C-19

EXISTING GROUND

WASTE-AWAY AREA

DEMOLISH EXISTING

TOILET STRUCTURE

PROPOSED TOILET STRUCTURE

WASTE-AWAY AREA

PROPOSED URINE DISPOSAL BOX

1.5" HDPE

N:2385590.11 E:6949103.45N:2385593.52

E:6949095.02

SECTION A

A

B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:1

3 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

MI

LL

S.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

MILLS LOOKOUT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-09 12 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

0 1.5 3 6

SCALE IN FEET

0 1.5 3 6

SCALE IN FEET

SECTION B

BENCHMARKS

PROJECT BENCHMARK

"MILL AZ MK", A BRONZE DISK SET IN THE TOP OF A ROCK

OUTCROP, 27 FEET SOUTHWEST OF THE MILLS PEAK FIRE

LOOKOUT.

ELEVATION = 7343.33' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 2,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

DEMOLITION NOTES

CONTRACTOR TO DEMOLISH ALL COMPONENTS OF EXISTING

TOILET STRUCTURE AND REMOVE WASTE FROM VAULT. NO PUMP

TRUCK ACCESS. EXISTING VAULT SIZE APPROXIMATELY 4' X 4' X 8',

WASTE-AWAY AREATOILET STRUCTURE

FINISHED FLOOR: 7313.2

BACKFILL EXISTING VAULT

PER DETAIL 2/C-19

DEMOLISH EXISTING TOILET STRUCTURE

PROPOSED TOILET STRUCTURE

WASTE-AWAY AREA

PROPOSED URINE DISPOSAL BOX

1.5" HDPE

N:2385550.32 E:6949010.21

N:2385555.72 E:6949017.51

EXISTING GROUND

WASTE-AWAY AREA

SECTION A

A

B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:1

3 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

MI

LL

S.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

MILLS PARKING LOT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-10 13 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

SECTION B0 1.5 3 6

SCALE IN FEET

0 1.5 3 6

SCALE IN FEET

BENCHMARKS

PROJECT BENCHMARK

"MILL AZ MK", A BRONZE DISK SET IN THE TOP OF A ROCK

OUTCROP, 27 FEET SOUTHWEST OF THE MILLS PEAK FIRE

LOOKOUT.

ELEVATION = 7343.33' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 2,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

DEMOLITION NOTES

CONTRACTOR TO DEMOLISH ALL COMPONENTS OF EXISTING

TOILET STRUCTURE AND REMOVE WASTE FROM VAULT. NO PUMP

TRUCK ACCESS. EXISTING VAULT SIZE APPROXIMATELY 4' X 4' X 8',

3680 36 85 36

0 5 10 20

SCALE IN FEET

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

6/5 /24

:0

2 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

PI

KE

S

CO

.D

W G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

PIKES CO LOOKOUT

OVERALL SITE PLAN

06/13/24

AS

SM

AS

C-11 14 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

FINISHED FLOOR: 3696.80

EXISTING GROUND

TOILET STRUCTURE

FINISHED FLOOR: 3696.80

T

T

PROPOSED TOILET STRUCTURE

SINGLE VAULT PREFABRICATED UNIT

N:2299914.56 E:6786884.40

N:2299921.33 E:6786871.43

DEMOLISH EXISTING

CONCRETE PADS

SECTION A

A

B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:0

2 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

PI

KE

S

CO

.D

W G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

PIKES CO LOOKOUT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-12 15 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

SECTION B

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 2,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

BENCHMARKS

PROJECT BENCHMARK

STATION "PIKE CO GPS, 1989", A USGS DISK SET FLUSH IN

CONCRETE AT THE PIKE PEAK FIRE LOOKOUT. STATION IS

LOCATED 38.2 FEET EAST OF A WEATHER STATION AND 50.9 FEET

SOUTH OF THE SOUTHEAST TOWER LEG.

ELEVATION = 3696.09' NAVD88 DATUM

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

DEMOLITION NOTES

NO EXISTING TOILET STRUCTURE TO DEMOLISH AT PIKES CO

PEAK. CONTRACTOR TO DEMOLISH EXISTING CONCRETE PADS AS

SHOWN ON PLAN. 7/02/24

SURVEY CONTROL POINT

4" METAL ROD

N: 1994352.55 E: 6921705.09

ELEVATION: 7597.99

0 5 10 20

SCALE IN FEET

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

6/5 /24

:0

6 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

RE

D

RO

CK

.D

W G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

RED ROCK LOOKOUT

OVERALL SITE PLAN

06/13/24

AS

PM

AS

C-13 16 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

FINISHED FLOOR: 7586.3

WASTE-AWAY AREA

BACKFILL EXISTING VAULT

PER DETAIL 2/C-19

EXISTING GROUND

WASTE-AWAY AREA

PROPOSED URINE DISPOSAL BOX

DEMOLISH EXISTING TOILET STRUCTURE

PROPOSED TOILET STRUCTURE

WASTE-AWAY AREA

1.5" HDPE

N:1994288.59 E:6921727.22

N:1994288.03 E:6921718.15

A

B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:0

6 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

RE

D

RO

CK

.D

W G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

RED ROCK LOOKOUT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-14 17 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

0 1.5 3 6

SCALE IN FEET

0 1.5 3 6

SCALE IN FEET

BENCHMARKS

PROJECT BENCHMARK

"SMITH PEAK", A BRONZE DISK SET IN THE TOP OF A ROCK

OUTCROP, 23 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF

THE SMITH PEAK FIRE LOOKOUT.

ELEVATION = 7687.07' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

LOCAL CONTROL POINT - 34" IRON PIPE WITH PLASTIC PLUG

STAMPED "SURVEY CONTROL" LOCATED NORTH OF PROPOSED

TOILET LOCATION. SEE SHEET C-13 FOR LOCATION.

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 1,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

DEMOLITION NOTES

CONTRACTOR TO DEMOLISH ALL COMPONENTS OF EXISTING

TOILET STRUCTURE AND REMOVE WASTE FROM VAULT. NO PUMP

TRUCK ACCESS. EXISTING VAULT SIZE APPROXIMATELY 4' X 4' X 8',

CONTRACTOR TO VERIFY IN FIELD.

SECTION A SECTION B

76507655

76657670

PROPOSED TOILET

EXISTING LOOKOUT

0 5 10 20

SCALE IN FEET

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

6/5 /24

:2

6 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

SM

IT

H.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

SMITH LOOKOUT

OVERALL SITE PLAN

06/13/24

AS

SM

AS

C-15 18 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

FINISHED FLOOR: 7679.40

EXISTING GROUND

WASTE-AWAY AREA

BACKFILL EXISTING VAULT

PER DETAIL 2/C-19

DEMOLISH EXISTING TOILET STRUCTURE

PROPOSED TOILET STRUCTURE

WASTE-AWAY AREA

17'

PROPOSED URINE DISPOSAL BOX

1.5" HDPE

N:1838427.94 E:6974084.79

N:1838419.88 E:6974088.99

EXISTING GROUND

WASTE-AWAY AREA

SECTION A

A

B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:2

6 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

SM

IT

H.

DW

G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

SMITH LOOKOUT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-16 19 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

0 1.5 3 6

SCALE IN FEET

0 1.5 3 6

SCALE IN FEET

SECTION B

BENCHMARKS

PROJECT BENCHMARK

"SMITH PEAK", A BRONZE DISK SET IN THE TOP OF A ROCK

OUTCROP, 23 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF

THE SMITH PEAK FIRE LOOKOUT.

ELEVATION = 7687.07' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 1,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

DEMOLITION NOTES

CONTRACTOR TO DEMOLISH ALL COMPONENTS OF EXISTING

TOILET STRUCTURE AND REMOVE WASTE FROM VAULT. NO PUMP

TRUCK ACCESS. EXISTING VAULT SIZE APPROXIMATELY 4' X 4' X 8',

CONTRACTOR TO VERIFY IN FIELD. 7/02/24

EXISTING LOOKOUT7745

70 77

PROPOSED TOILET

0 5 10 20

SCALE IN FEET

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

6/5 /24

:3

1 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

TH

OM

PS

ON

.D

W G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

THOMPSON LOOKOUT

OVERALL SITE PLAN

06/13/24

AS

SM

AS

C-17 20 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

WASTE-AWAY AREA

EXISTING GROUND

TOILET STRUCTURE

FINISHED FLOOR: 7769.8

WASTE-AWAY AREA

BACKFILL EXISTING VAULT

PER DETAIL 2/C-19

DEMOLISH EXISTING TOILET STRUCTURE

PROPOSED TOILET STRUCTURE

WASTE-AWAY AREA

PROPOSED URINE DISPOSAL BOX

1.5" HDPE

13.76'

N:1981601.49 E:6964240.98

N:1981602.02 E:6964231.92

SECTION A

A

B

0 1.5 3 6

SCALE IN FEET

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

6/5 /24

:3

1 A

ND

YS

G

:\J

CA

-A

ET

JV

-4

8\4

-P

LU

MA

S

NF

L

OO

KO

UT

R

ES

TR

OO

MS

C A

6\3

C

AD

\34 0 S

HE

ET

S

ET

S\

-0

0-

LO

OK

OU

T

RE

ST

RO

OM

U

PG

RA

DE

S\

CO

NC

EP

T-

TH

OM

PS

ON

.D

W G;

R5

PACIFIC SOUTHWEST

LOOKOUT

RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

THOMPSON LOOKOUT

ENLARGED SITE PLAN

06/13/24

AS

SM

AS

C-18 21 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

SECTION B0 1.5 3 6

SCALE IN FEET

0 1.5 3 6

SCALE IN FEET

BENCHMARKS

PROJECT BENCHMARK

"THOMPSON PEAK", A BRONZE DISK SET IN THE TOP OF THE

BEDROCK, 191 FEET NORTHWEST OF THE THOMPSON PEAK FIRE

LOOKOUT.

ELEVATION = 7793.46' NAVD88 DATUM, ESTABLISHED FROM

STATIC GPS OBSERVATION

PROCESSED WITH NGS OPUS

TOPOGRAPHY NOTE

TOPOGRAPHY SHOWN WAS COLLECTED BY PROVOST &

PRITCHARD CONSULTING GROUP DURING A FIELD SURVEY

CONDUCTED IN OCTOBER OF 2023.

BASIS OF BEARINGS

THE CALIFORNIA COORDINATE SYSTEM OF 1983, ZONE 1,

ESTABLISHED LOCALLY BY STATIC AND RTK GPS OBSERVATIONS.

PR

O

PE

R

TY

O

F U

N

IT

ED

S

TA

TE

S G

O

VE

R N

M

EN

T

- F

O R

O

FF

IC

IA

L U

SE

O

N

LY

www.provostandpritchard.com

DEMOLITION NOTES

CONTRACTOR TO DEMOLISH ALL COMPONENTS OF EXISTING

TOILET STRUCTURE AND REMOVE WASTE FROM VAULT. NO PUMP

TRUCK ACCESS. EXISTING VAULT SIZE APPROXIMATELY 4' X 4' X 8',

PLAN

6"

PRECAST CONCRETE BOX

NO LID

OPEN BOTTOM

4" GRAVEL

9"

3' -0

"1.5" PERFORATED

SCHEDULE 80 PVC

TRANSITION FROM 1.5" HDPE TO 1.5" PVC

PROVIDE THREADED UNION SUCH THAT

PVC ASSEMBLY CAN BE REMOVED FOR

MAINTENANCE/REPLACEMENT

1.5" DR11 HDPE

2% MIN SLOPE TOWARD BOX

2" PVC SLEEVE EMBEDDED IN CONCRETE TO

PROVIDE SUPPORT FOR 1.5" HDPE

PROVIDE AT A MINIMUM OF EVERY 6' ALONG HDPE

PIPE AND AT ALL BENDS AND GRADE CHANGES.

INSTALL SUCH THAT HDPE PIPE SLIDES FREELY

WITHIN PVC SLEEVE

NATIVE SOIL/ROCKS TO

PROVIDE PIPE SUPPORT

OVER LOW SPOTS

PROVIDE CONTINUOUS SUPPORT

FOR PIPE. PROVIDE GROUT

BEDDING OVER SURFACE IN AREAS

WHERE SOIL IS NOT AVAILABLE TO

PROVIDE STABLE AND CONSISTENT

PIPE SUPPORT.

3' -0

2'-0"

4"

4" 8"

8"

NOTES

1. SEE CIVIL SHEETS FOR APPROXIMATE LOCATIONS OF URINE DISPOSAL

BOXES. CONTRACTOR TO PLACE BOXES AS CLOSE AS POSSIBLE TO

TOILET STRUCTURE WHILE ACHIEVING THE FOLLOWING:

1.1. MINIMUM 2% SLOPE ON URINE PIPE, WITH CONTINUOUS SUPPORT

AND NO LOW POINTS OR HIGH POINTS.

1.2. IF SITE CONDITIONS ALLOW, PLACE BOX IN LOCATION WITH SOIL, OR

FRACTURED ROCK RATHER THAN ON SOLID ROCK.

1.3. PROVIDE A FLAT BASE FOR BOX. CUT/FILL AS NEEDED.

1.4. ENSURE PIPE DOES NOT CROSS OR INTERFERE WITH WALKING

PATHS.

1.5. ENSURE THAT IF URINE OVERFLOWS OR SEEPS FROM THE BOTTOM

OF THE BOX, THAT THERE IS A CLEAR FLOW PATH TO DIRECT URINE

AWAY FROM STRUCTURES AND WALKING PATHS.

2. IF SITE CONDITIONS ALLOW, URINE PIPE SHALL BE BURIED UNDER A

MINIMUM OF 6" OF SOIL. WHETHER BURIED, OR EXPOSED, PROVIDE

CONCRETE ENCASED PVC SLEEVES AS SHOWN IN THE DETAIL TO

PROVIDE SUPPORT AND ANCHORAGE FOR THE PIPE.

3. FOLLOW TOILET MANUFACTURER STANDARDS FOR PIPING WITHIN

TOILET/WASTE AREA. TRANSITION TO 1.5" HDPE WHERE PIPE EXITS

STRUCTURE. PROVIDE THREADED UNION WHERE PIPE EXITS STRUCTURE

AND WHERE PIPE ENTERS URINE DISPOSAL BOX SUCH THAT EXTERIOR

HDPE PIPELINE CAN BE DETACHED FOR MAINTENANCE/REPLACEMENT.

4. AS DICTATED BY SITE CONDITIONS AND SLOPES, DISPOSAL BOX MAY BE

ORIENTED SUCH THAT PIPE ENTERS THE BOX ON THE 2' SIDE OF THE

BOX, PERPENDICULAR TO THE ORIENTATION SHOWN IN THIS DETAIL.

5. HDPE PIPE NOTES

5.1. HDPE PIPE SHALL BE DR11 WITH A MATERIAL DESIGNATION CODE OF

5.2. MATERIAL AND INSTALLATION TO COMPLY WITH ANSI/AWWA C901

5.3. THE POLYETHYLENE COMPOUND SHALL BE SUITABLY PROTECTED

AGAINST DEGRADATION BY ULTRAVIOLET LIGHT BY MEANS OF

CARBON BLACK OF NOT LESS THAN 2 PERCENT.

5.4. PIPE BENDS SHALL BE A MINIMUM OF 2 TIMES THE MINIMUM RADIUS

RECOMMENDED BY THE PIPE MANUFACTURER

5.5. PIPE SHALL BE INSTALLED WITH SUFFICIENT SLACK TO ALLOW FOR

THERMAL CONTRACTION DURING WINTER MONTHS. PROVIDE A

MINIMUM OF 10 INCHES OF SLACK FOR EVERY 100 FEET OF PIPE.

5.6. CONTRACTOR TO COORDINATE WITH MANUFACTURER TO PROVIDE

LONG ENOUGH PIPE COILS TO ALLOW FOR A SINGLE RUN OF PIPE

FROM THE TOILET TO THE URINE DISPOSAL BOX.

URINE DISPOSAL PIPE AND BOX

CONTINUATION TO TOILET STRUCTURE

EXISTING GROUND

FILL BOX WITH IMPORTED

WOOD CHIPS, SOIL OR

COMPOST

SECTION

2" PVC SLEEVE

4"

4" GRAVEL

VAULT ABANDONMENT

EXISTING STRUCTURE AND

SLAB TO BE DEMOLISHED

REMOVE WASTE FROM

EXISTING TOILET VAULT

BEFORE BACKFILLING, SEE

NOTE 4

CONCRETE SLURRY, SEE

NOTE 3

BACKFILL WITH GRAVEL AND ROCKS

MATERIAL TO RANGE FROM 34" TO 12"

AND SHALL BE FREE OF VOIDS

GREATER THAN 2" IN LEAST

DIMENSION AFTER PLACEMENT

1' 7'

4'±

NOTES

1. EXISTING VAULT SIZES ARE ASSUMED TO BE APPROXIMATELY 4' X 4' X 8' DEEP.

CONTRACTOR TO VERIFY IN FIELD.

2. EXISTING VAULTS TO BE BACKFILLED WITH ROCK/GRAVEL AS SHOWN. BACKFILL

MATERIAL TO BE SOURCED FROM OFFSITE UNLESS SPECIFICALLY DIRECTED BY

THE GOVERNMENT TO USE NATIVE SITE MATERIAL FOR BACKFILL.

3. CONCRETE SLURRY

3.1. IN CASES WHERE NEW TOILET BUILDING WILL SIT ON TOP OF ABANDONED

VAULT, CONTRACTOR TO CAP BACKFILL MATERIAL WITH 12" OF CONCRETE

SLURRY AS SHOWN.

3.2. IN CASES WHERE NO STRUCTURE IS PROPOSED ABOVE ABANDONED

VAULT, NO SLURRY IS TO BE USED AND TOP 12" TO BE FILLED WITH NATIVE

MATERIAL THAT MATCHES NATURAL SURROUNDINGS. COORDINATE USE OF

NATIVE MATERIAL WITH GOVERNMENT REPRESENTATIVE.

4. CONTRACTOR TO REMOVE ALL WASTE FROM VAULTS BEFORE BACKFILLING.

CONTRACTOR TO OVEREXCAVATE AND DISPOSE OF ANY SOIL THAT IS

DISCOLORED OR SHOWS VISIBLE SIGNS OF IMPACT FROM ORGANIC MATERIAL.

PUMPER TRUCK ACCESS IS NOT POSSIBLE AT MOST SITES. CONTRACTOR IS

RESPONSIBLE FOR PROVIDING ALL WORKER SAFETY MEASURES REQUIRED

FOR THE HANDLING OF HUMAN WASTE. WASTE DISPOSAL TO BE COORDINATED

BY THE CONTRACTOR AND A WASTE DISPOSAL PLAN COMMUNICATED TO THE

GOVERNMENT BEFORE BEGINNING WORK.

DEMOLISH EXISTING

SUBSURFACE CONCRETE AND

ANY VAULT LINER TO A MINIMUM

OF 12" BELOW GRADE

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

6/1 2/2

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RESTROOM

UPGRADES

PLUMAS NATIONAL

FOREST

REGION 5

CIVIL DETAILS

06/13/24

AS

SM

AS

C-19 22 37

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

C-19

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www.provostandpritchard.com

C-19

8 "Ø x 7" EMBED A. BOLTS w/

4 "x3" SQ. WASHER PLATE (MIN.

2 BOLTS PER SILL PLATE)

POST-INSTALLED OPTION:

2 "Ø x 2 1

2 " EMBED.

HILTI KWIK HUS-EZ

4 1

2 " MIN.

1'-0" MAX.

SIMPSON DTT1Z HOLDOWN

TO DBL 2x4 STUD & 3

8 "Ø BOLT w/ 8" EMBED.

POST-INSTALLED OPTION:

8 "Ø x 2 1

2 " EMBED.

HILTI KWIK HUS-EZ

2x4 STUDS @ 12"o.c. ALIGNED w/ ROOF JOISTS ABOVE

SEE C/S-02 FOR WALL

FRAMING ABOVE

A. GENERAL: ALL CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST

EDITION OF THE ACI MANUAL OF CONCRETE PRACTICE AND THE C.B.C.

B. REINFORCING MATERIALS:

1. DEFORMED ASTM A615 OR A706 - GRADE 60

C. CONCRETE MIX DESIGNS: CONCRETE MIX SHALL BE LIMITED BY THE FOLLOWING.

SEE SPECIFICATIONS FOR OTHER CONCRETE MIX INFORMATION.

D. ADMIXTURES: ONLY AS APPROVED BY THE ARCHITECT.

E. VIBRATION: VIBRATE ALL CONCRETE IN PLACE WITH A MECHANICAL VIBRATOR USED BY

EXPERIENCED PERSONNEL.

F. TESTING: IN ACCORDANCE WITH ACI-318, SECTION 26.12. SEE SPECIFICATIONS FOR TAKING OF

TEST SAMPLES.

CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

CONCRETE EXPOSED TO EARTH OR WEATHER:

#5 BAR, W31 OR D31, AND SMALLER 1 1

2 "

CONCRETE NOT EXPOSED TO WEATHER OR IN

CONTACT WITH GROUND:

SLABS, WALLS, JOISTS:

#11 BAR AND SMALLER 3

4 "

LOCATION MINIMUM

COVER

MIN. SPLICES UNLESS OTHERWISE DIMENSIONED ON DRAWINGS:

CONCRETE BAR TYPES LAP TYPE

FOOTING BARS (OTHER THAN TOP BARS) CL1

FOOTING 'TOP BARS' CL2

HORIZ. & VERT. WALL BARS CL2

BAR SIZE CL1

#3 & #4 32" 41"

'TOP BAR' = HORIZ. BARS WHERE

d > 12" FRESH CONCRETE PLACED

BELOW HORIZ. REINF.

D

6d 2 1

4 " MIN

D D

REBAR LAP

SEE SCHEDULE

D

D = FINISHED INSIDE BEND

DIAMETER - SEE SCHEDULE

d = BAR DIAMETER

D

SIZE STD. HOOK STIRRUP

#3 2 1 4 " 1 1

2 " d d 4"

M

IN

LOCATION COMP. STRENGTH (f'c) MINIMUM SACKS/YD.

MAX. WATER/

CEMENT

RATIO

AGGREGATE

SIZE

FOOTINGS & SLABS 5 1

2 .60 ASTM C33

SIZE 57

3,000 psi

(SPECIAL INSPECTION)

CL2

CONCRETE REINFORCEMENT COVER

CONCRETE REINFORCEMENT LAP SPLICES

REINFORCEMENT BENDING REQUIREMENTS

WIRE TOGETHER

CONCRETE

A S-01

EXT. WALL FOUNDATION ELEVATION

SCALE: 1" = 1'-0"

8"

8"

2'- 0"

8"

1'- 0"

1'- 0"

8"4" SLAB w/ #3 @ 12"o.c. EA. WAY

SLAB TURN DOWN ALONG PERIMETER

OF RESTROOM BUILDING -

SEE ARCH'T FOR BUILDING DIMENSIONS

SLAB TURN DOWN ALONG

PERIMETER OF SLAB ON GRADE -

SEE ARCH'T FOR EXTENT OF SLAB

SLAB TURN DOWN ALONG

PERIMETER OF SLAB ON GRADE -

SEE ARCH'T FOR EXTENT OF SLAB

4" SLAB w/ #3 @ 12"o.c. EA. WAY

4" SLAB w/ #3 @ 12"o.c. EA. WAY

#3 @ 12"o.c.

16"

12"#3

#3 HORIZ. @ 12"o.c.

#3 @ 12"o.c.

12"

SLOPE

4 " CHAMFER TYP. @

ALL EXPOSED EDGES

B S-01

EXT. WALL FOUNDATION ELEVATION

SCALE: 1" = 1'-0"

8"

#3 BAR @ 12"o.c. w/ 3" EMBED INTO ROCK w/ HILTI HIT-RE 500 V3 EPOXY

(INSTALL PER ICC ESR-3814)

1'- 0"

4 " CHAMFER

4" M

IN

4 " CHAMFER

4" M

IN

SLAB ON DIRT OR GRAVEL SLAB ON ROCK

S-01

SLAB ON GRADE CONDITIONS

SCALE: 1" = 1'-0"

#3 NOSING BAR

EA. STEP

4" #3 @ 12"o.c. EA. WAY

11"

MIN.

7" M

AX

SLAB TURN DOWN ALONG

PERIMETER OF SLAB ON GRADE -

SEE ARCH'T FOR EXTENT OF SLAB

S-01

CONCRETE STAIRS

SCALE: 1" = 1'-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

6/1 1/2

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PLUMAS NATIONAL

FOREST

RESTROOM

STRUCTURAL DETAILS

05/01/24

SMP

SMP

RJG

4258-23003

S-01 23 38

50% DESIGN SUBMITTAL

95% DESIGN SUBMITTAL

100% DESIGN SUBMITTAL 06/13/24

05/01/24

01/31/24

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