B08_Attachment_3_DEPO230327_CD100Dwg_R1_06_25_2024_0010.pdf

JOHN MUIR TRAIL

TO MAMMOTH LAKES

AND

SODA SPRINGS

DEVILS POSTPILE

DEVILS POSTPILE

NATIONAL MONUMENT

KING CREEK

TRAIIL

MINARET

FALLS

INYO

NATIONAL

FOREST

SOTCHER

LAKE

RED

MEADOWS

HOT

SPRINGS

RESORT

RAINBOW FALLS

TRAILHEAD

INYO

NATIONAL

FOREST

S A

N J

O A

Q U

IN

R

IV

E

R

SCALE OF MILES

0.50

THIS PROJECT

REDS MEADOW RD

LEGEND

NATIONAL PARK

TRAIL

CAMPGROUND

RANGER STATION

PAVED ROAD

CREEK

MAMMOTH

LAKES

KINGS CANYON

NATIONAL PARK

BISHOP

KEOGH HOT

SPRINGS

YOSEMITE

NATIONAL PARK

FRESNO

THREE

RIVERS

SEQUOIA

NATIONAL PARK

BIG

PINE

NEVADA

CALIFORNIA

SCALE OF MILES

20 0 20

DEVILS POSTPILE

NATIONAL

MONUMENT

395 6

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF PROJECT

OF

DEPARTMENT OF THE INTERIOR

UNITED STATES

NATIONAL PARK SERVICE

STATEREGION COUNTY

COMFORT STATION

REPLACEMENT

NAME OF PARK

PACIFIC WEST MADERA CALIFORNIA

CONSTRUCTION DRAWINGS

CALIFORNIA

PWRO SAN FRANCISCO

1/ 7/

:1

8:

P M

230327

DEVILS POSTPILE NATIONAL MONUMENT

189715

SHEET INDEX

Sheet #

SUB

SHEET TITLE OF SHEET

GENERAL

1 G00 COVER

2 G01 GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

3 G02 TYP ACCESSIBLE DETAILS

CIVIL

4 C1 CIVIL DEMO PLAN

5 C2 CIVIL PLAN VIEW

6 C3 CIVIL WATER DETAILS

7 C4 CIVIL SEWER AND MISC DETAILS

ELECTRICAL

8 E1 ELEC PLAN VIEW

LANDSCAPE

9 L01 SITE GRADING AND PAVING

10 L02 TREE PROTECTION AND SITE DEMOLITION

ARCHITECTURAL

11 A10 COMFORT STATION PLANS

12 A11 COMFORT STATION PLANS

13 A12 COMFORT STATION EXTERIOR ELEVATIONS

14 A13 COMFORT STATION SECTIONS AND INTERIOR

ELEVATIONS

15 A14 DETAILS

16 A15 SCHEDULES

NO. ISSUE DESCRIPTION DATE

100% CONSTRUCTION DOCUMENTS 01/08/2024

& AND

@ AT

# NUMBER

± PLUS OR MINUS

ABA ARCHITECTURAL BARRIERS ACT

ADDL ADDITIONAL

AFF ABOVE FINISH FLOOR

AHJ AUTHORITY HAVING JURISDICTION

ALUM ALUMINUM

BD BOARD

BED BEDROOM

BLDG BUILDING

BLKG BLOCKING

B.O. BOTTOM OF

℄ CENTERLINE

CB CEMENTITIOUS BOARD

CJ CONTROL JOINT

CLG CEILING

CL CLOSET

CLR CLEAR(ANCE)

CMU CONCRETE MASONRY UNIT(S)

C.O. CONTRACTING OFFICER

COL(S) COLUMN(S)

CONC CONCRETE

CONT CONTINUOUS

CONSTR CONSTRUCTION

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

D DRYER

DEMO DEMOLISH

DIA DIAMETER

DIM DIMENSION

DR DOOR

DS DOWNSPOUT

DW DISHWASHER

(E) EXISTING

EA EACH

EL ELEVATION

ELEC ELECTRIC(AL)

EQ EQUAL

EQUIP EQUIPMENT

EXT EXTERIOR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FG FIBERGLASS DRAIN PAN

FIG FIGURE

FIN FINISH(ED)

FLR FLOOR

FN FURNACE

F.O. FACE OF

FOS FACE OF STUD, SLAB

FRP FIBER REINFORCED PLASTIC

GA GAUGE, GYPSUM ASSOCIATION

GALV GALVANIZE(D)

GB GRAB BAR

GYP GYPSUM

GWB GYPSUM WALL BOARD

HM HOLLOW METAL

HR HOUR

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

INFO INFORMATION

INT INTERIOR

IRC INTERNATIONAL RESIDENTIAL CODE

ABBREVIATIONS

MANUF MANUFACTURER

MAX MAXIMUM

MECH MECHANICAL

MEP MECHANICAL, ELECTRICAL AND PLUMBING

MDF MEDIUM DENSITY FIBERBOARD

MIL MILLIMETER

MIN MINIMUM

MIRR MIRROR(ED)

MTD MOUNTED

MTL METAL

(N) NEW

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NO NUMBER

NPS NATIONAL PARK SERVICE

NR NON-RATED

O.C. ON CENTER

OFOI OWNER FURNISH/OWNER INSTALL

OH OVERHEAD

OPP OPPOSITE

OSB ORIENTED STRAND BOARD

OTS OPEN TO STRUCTURE

PERF PERFORATE(D)

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PT PRESSURE TREATED, PAINT

PTD PAINTED

PV PHOTOVOLTAIC

PVC POLYVINYL CHLORIDE

RCP REFLECTED CEILING PLAN

REF REFRIGERATOR, REFERENCE

REQD REQUIRED

REV REVERSE(D)

RO ROUGH OPENING

RS RESILIENT SHEET GOODS

RWB RESILIENT WALL BASE

SAMF SELF-ADHERED MEMBRANE FLASHING

SC SOLID CORE

SF SQUARE FEET

SIM SIMILAR

SPEC SPECIFICATION(S)

STC SOUND TRANSMISSION CLASS

STD STANDARD

STOR STORAGE

STRUCT STRUCTURAL

T TEMPERED, TREAD

TBD TO BE DETERMINED

TEL TELEPHONE

THK THICK

TJI TRUSS JOIST I-JOIST

T.O. TOP OF

TYP TYPICAL

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VRFY VERIFY

W WASHER

W/ WITH

WASO WASHINGTON, D.C. AREA SERVICE OFFICE

WD WOOD

WH WATER HEATER

WIN WINDOW

WR WATER RESISTANT

WRB WEATHER RESISTANT BARRIER

W/D WASHER AND DRYER

GENERAL NOTES

1. ALL DIMENSIONS ARE TO THE FACE OF STUD, CENTERLINE OF COLUMNS,

FACE OF CONCRETE WALLS, FACE OF CMU WALLS, CENTERLINE OF

FIXTURES, AND CENTERLINE OF OPENINGS, UNLESS OTHERWISE NOTED.

2. ALL CONSTRUCTION AND INSTALLATION WORK SHOWN ON DRAWINGS SHALL

BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND ORDINANCES.

USE METHODS AS REQUIRED TO COMPLETE WORK WITHIN LIMITATIONS OF

ALL PREVAILING LAWS AND CODES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING WORK AND WORKING

CONDITIONS AND SHALL VERIFY EXISTING CONDITIONS AT THE JOB SITE

BEFORE SUBMITTING PROPOSALS. NO CLAIMS FOR EXTRA COMPENSATION

FOR WORK THAT COULD HAVE BEEN FORESEEN BY SUCH INSPECTION,

WHETHER SHOWN ON CONTRACT DOCUMENTS OR NOT, SHALL BE

ACCEPTED OR PAID.

4. CONTRACTOR SHALL VERIFY SIZE, COORDINATE LOCATION, AND

CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED

BEFORE ANY CONSTRUCTION BEGINS.

5. CONTRACTOR SHALL VERIFY THAT (E) CONDITIONS ARE AS INDICATED ON

THE DRAWINGS. NOTIFY THE CONTRACTING OFFICER IMMEDIATELY OF

VARIATIONS OR DISCREPANCIES. DO NOT PROCEED WITH AFFECTED WORK

UNTIL THE VARIATIONS OR DISCREPANCIES ARE RESOLVED BY THE

CONTRACTING OFFICER.

6. CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF

ALL OPENINGS FOR MECHANICAL, ELECTRICAL, AND PLUMBING WORK AND

EQUIPMENT WITH EACH TRADE.

7. VERIFY THAT REQUIRED OPERATION AND MAINTENANCE CLEARANCES ARE

PROVIDED FOR ALL EQUIPMENT ITEMS. INSTALL ALL ITEMS IN ACCORDANCE

WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS EXCEPT WHEN IN

CONFLICT WITH THE SPECIFICATIONS HEREIN, IN WHICH CASE THE MORE

STRINGENT REQUIREMENTS SHALL BE COMPLIED WITH. NOTIFY THE

CONTRACTING OFFICER IN WRITING OF ANY CONFLICTS.

8. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL REQUIRED UTILITY

SHUT-DOWNS WITH CONTRACTING OFFICER AND PARK POINT OF CONTACT,

NOTIFY CONTRACTING OFFICER OF INTENDED SHUTDOWN AT LEAST 48

HOURS PRIOR TO SCHEDULED SHUTDOWN.

9. CONTRACTOR SHALL IMMEDIATELY NOTIFY CONTRACTING OFFICER IF

HAZARDOUS MATERIAL IS ENCOUNTERED DURING DEMOLITION OR

CONSTRUCTION. REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS

SHALL BE ACCOMPLISHED IN COMPLIANCE WITH STATE REGULATIONS. IT IS

NOT ANTICIPATED THAT ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE

PRESENT IN THE AREA OF WORK.

10. COORDINATE THE AVAILABILITY AND LOCATION OF RECYCLING DUMPSTER

AND TRASH DUMPSTER WITH CONTRACTING OFFICER. TRASH SHALL BE

DISPOSED OF AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION

(AHJ).

11. IT IS CONTRACTORS RESPONSIBILITY TO REMOVE, PROTECT AND SAFELY

STORE FIXTURES AND/OR EQUIPMENT AS NOTED IN PLANS AND

SPECIFICATIONS.

12. SAFETY MEASURES: AT ALL TIMES THE CONTRACTOR SHALL BE

SOLELY RESPONSIBLE FOR THE CONDITIONS AT THE JOB SITE,

INCLUDING SAFETY OF PEOPLE AND PROPERTY. CONTRACTING

OFFICER SITE VISITS ARE NOT INTENDED TO REVIEW THE ADEQUACY

OF THE CONTRACTOR'S SAFETY MEASURES.

13. INSTALL MANUFACTURED MATERIALS AND EQUIPMENT PER

MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS,

UNLESS OTHERWISE INSTRUCTED.

14. ALL WASTE AND REFUSE CAUSED IN CONNECTION WITH THE WORK

SHALL BE REMOVED FROM THE PREMISES AND DISPOSED OF BY THE

CONTRACTOR. THE PREMISES SHALL BE LEFT CLEAR AND CLEAN TO

THE SATISFACTION OF THE CONTRACTING OFFICER.

15. APPLICATION OF FINISH: SURFACES PREVIOUSLY PREPARED OR

INSTALLED BY ANOTHER TRADE SHALL BE INSPECTED CAREFULLY BY

THE CONTRACTOR BEFORE APPLYING SUBSEQUENT MATERIALS OR

FINISHES. IF SURFACES ARE NOT ACCEPTABLE, THE CONTRACTING

OFFICER SHALL BE NOTIFIED IMMEDIATELY IN ORDER THAT

CORRECTIONS MAY BE MADE. APPLICATIONS OF FINISHES WILL BE

CONSTRUED AS ACCEPTANCE OF RESPONSIBILITY BY THE

SUBCONTRACTOR FOR THE BASE UPON WHICH IT IS APPLIED.

16. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. THE

DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE

COMPLEMENTARY. CONFLICTS BETWEEN VARIOUS ELEMENTS OF

THE DRAWINGS, SPECIFICATIONS, NOTES AND DETAILS SHALL BE

BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER AND

RESOLVED BEFORE PROCEEDING WITH WORK.

17. CONTRACTOR TO PERFORM DEMOLITION AS REQUIRED.

DEMOLITION DRAWINGS ARE NOT INCLUSIVE OF EVERY CONDITION

THAT MAY BE ENCOUNTERED

18. PROTECT AREAS OUTSIDE AREA OF WORK FROM DAMAGE DURING

CONSTRUCTION. PROTECTION REQUIREMENTS INCLUDE THE

INSTALLATION OF PHYSICAL BARRIERS TO RESTRICT ACCESS TO,

AND PREVENT DAMAGE FROM, CONSTRUCTION ACTIVITIES RELATED

TO THIS WORK. PROTECTION SHALL BE OF REQUIRED SIZE AND

THICKNESS TO WITHSTAND IMPACT FROM FALLING DEBRIS, ROLLING

EQUIPMENT, AND DELIVERY OF MATERIALS. BARRIER MATERIALS

ARE TO BE INSTALLED WITHOUT ATTACHMENT DIRECTLY TO

ADJACENT HISTORIC BUILDINGS, SURFACE, OR SITE WORK. PROTECT

EXISTING SITE IMPROVEMENTS, APPURTENANCES, AND

LANDSCAPING. COVER AND PROTECT FURNITURE, FURNISHINGS,

SUPPLIES, AND EQUIPMENT THAT HAVE NOT BEEN REMOVED.

PROVIDE TEMPORARY WEATHER PROTECTION TO ENSURE THAT NO

WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR

AREAS OF EXISTING BUILDING.

19. PATCH AND REFINISH ALL (E) SURFACES AFFECTED BY DEMO AND

NEW WORK.

A1

SECTION NUMBER

SHEET WHERE

SECTION

OCCURS

A1

ELEVATION NUMBER

SHEET WHERE

ELEVATION

OCCURS

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF

1/ 7/

:1

8:

P M

G01

GENERAL NOTES,

ABBREVIATIONS, & SYMBOLS 230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

01/08/2024

189715

NO. ISSUE DESCRIPTION DATE

SITE OF NEW COMFORT STATION

SITE OF NEW COMFORT STATION

EXISTING MEN'S AND WOMEN'S COMFORT STATION AND ACCESSIBLE

RESTROOM TO BE DEMOLISHED

SIDE WALL GRAB BAR / TOILET

PAPER DISPENSER LOCATION

HEIGHT OF WATER CLOSET

(WC)/ REAR WALL GRAB BAR

REACH RANGE AND ALLOWABLE

MOUNTING HEIGHTS

(a) (b)

OBSTRUCTED HIGH FORWARD REACH

FINISH

FLOOR

TOILET PAPER

ALLOWABLE AREA

ALL WALL MOUNTED CONTROLS,

SWITCHES, OUTLETS, HOOD RANGE

CONTROL, AND ACCESSORIES TO BE

LOCATED WITHIN ACCESSIBLE REACH

RANGE

M

IN

" H

E

IG

H T

M A

X

20" MAX

M A

X

M A

X

20"-25" MAX

54" MIN

42" MIN12" MAX

7"-9"

M

IN

" 48

M

A X

12" MIN

36" MIN

24" MIN

16"-18"

SIDE FRONT

13 1/2" MIN

M A

X

ACCESSIBLE

URINAL

URINAL FLUSH

CONTROLS

URINAL

SCREEN

M A

X

MIN

18"

M A

X

M

IN

CLEAR

FLOOR

SPACE

M A

X

3/ 4"

15" MIN

MIN CLR

30"

M

IN

C

LR

ACCESSIBLE

LAVATORY PLAN

LIMITS OF PROTRUDING

OBJECTS

VERTICAL CLEARANCE

WALL

LINE

M A

X

X

X

0"

X

4" MAX

SINK HEIGHT/

MIRROR HEIGHT

KNEE CLEARANCE AT

LAVATORY (SECTION)

FINISH

FLOOR

17" MIN

M

IN

M A

X

8" MIN

S

IN

K R

IM

T

O P

(3

4" M

A X

R E

F

LE

C T

IV

E

S U

R F

A C

E

(4 0"

M A

X T

O

WRAP EXPOSED

PIPES

11" MIN

M

IN9"

ACCESSIBLE HI-LO DRINKING

FOUNTAIN W/ BOTTLE FILLER

M

IN

LOCATE BELOW

GRAB BAR WERE

OCCURS

SANITARY

NAPKIN

DISPOSAL

TOILET

PAPER

DISPENSER

PAPER

TOWEL

DISPENSER

SOAP

DISPENSER

SANITARY

NAPKIN

DISPENSER

FIRE

EXTINGUISHER

CABINET

ELECTRIC

HAND DRYER

ROBE

HOOK

M A

X

TO OPERABLE

PARTS TYP. D

O

O R

H A

N D

LE

M

A X

T O

C A

B

4" MAX

M A

X

M

IN

18"

MIN. DISTANCE

FROM DOOR,

WHERE OCCURS

SIDE FRONT

A F

F

O P

E R

A B

LE

P

A R

T

4' -0

M

A X

T O

BABY

CHANGING

TABLE

TOP OF FOLDED

DOWN TABLE

VERTICAL CHANGES IN LEVEL

BEVELED CHANGES IN LEVEL

1/ 4"

M A

X 1/

2" M

A X

1/ 4"

M A

X 1/

4" M

A X

1/ 2"

M A

X

MANEUVERING CLEARANCES AT MANUAL SWINGING

DOORS AND GATES

FRONT

APPROACH

M

IN

C

LR

M

IN

C

LR

12" MIN CLR

CLR

32" MIN

AT INT DOORS

18" MIN CLR

AT EXT DOORS

24" MIN CLR

PROVIDE THIS ADDITIONAL

AREA IF DOOR IS EQUIPPED

WITH LATCH AND CLOSER

FRONT

APPROACH

CENTERLINE OF TOP ROW OF

SWITCHES AND LEVER HANDLE

LIGHT SWITCH, DIMMER, T-STAT;

ALIGN HORIZONTALLY

ACCESSORY SWITCHES & CONTROLS:

PLACE W/IN 18" HORIZONTALLY OF

DOOR; WHERE ADDITIONAL ROWS ARE

REQ'D BY ROOM FUNCTION, PLACE

PRIMARY SWITCHES ON TOP ,

ACCESSORY SWITCHES AT BOTTOM

ELEC WALL OUTLET WHERE OCCURS.

ALIGN VERTICALLY W/ ELEC SWITCH

IF OULET IS WITHIN 2'-0" OF DOOR

6"

4' -0

M

A X

M

IN

4"

M A

X

A .F

.F

7" -8

T Y

P

M

IN

4"

M A

X

4" 3'

-0

3' -4

EQ EQ

1'-6"

SMOOTH UNINTERUPTED

SURFACE

OPENING AND UNLATCHING

FORCE SHALL NOT EXCEED 5 LBS.

AUTOMATIC DOOR OPENING

ACTUATOR WHERE OCCURS AT

PUSH SIDE.

AT PULL SIDE, LOCATE ACTUATOR

SUCH THAT A PERSON USING THE

ACTUATOR WILL NOT BE WITHIN

THE PATH OF THE SWINGING DOOR.

LEVER TYPE HARDWARE WHERE

OCCURS, HANDLE SHALL RETURN

TO DOOR

12"

O F

L O

W E

S E

T B

R A

IL

LE

C E

LL

S

M

IN

F R

O M

B A

S E

LI

N

E

12"

RESTROOM EXIT AND PERMANENT

ROOM DOORS

SEE MOUNTING

HEIGHT ON

ADJACENT

DETAIL

EXIT

R A

IS

E

D C

H A

R A

C T

E R

S

M A

X F

R O

M B

A S

E

LI

N E

O F

H

IG

H E

S T

L

IN

E O

F

MEN'S

GRADE 2 BRAILLE, TYP

WOMEN'S

1/32" HT. MIN RAISED UPPER

CASE CHARACTERS, TYP

9" M

IN

T

Y P

1" 3/ 4"

3/ 4"

6" M

IN

6" 6"

GRADE 2 BRAILLE

RESTROOM

1/32" HT. MIN RAISED UPPER

CASE CHARACTERS, TYP

9"

M

IN

1" 3/ 4"

3/ 4"

9"

6" M

IN

GRADE 2 BRAILLE

MECH

1/32" HT. MIN RAISED UPPER

CASE CHARACTERS, TYP

1" 3/ 4"

3/ 4"

6" MIN

ADJACENT WALL

15" MIN FROM

M A

X A

F F

S P

O U

T O

U T

LE

T

M

IN

A F

F

ADJACENT FIXTURE

15" MIN FROM

C

LR

M

IN

S P

O U

T O

U T

LE

T

M A

X A

F F

M A

X T

O O

P E

R A

B

LE

P A

R T

S

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF

1/ 7/

:1

8:

P M

G02

TYP ACCESSIBLE DETAILS

230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

01/08/2024

189715

NO. ISSUE DESCRIPTION DATE

G02

1 ACCESSIBILITY STANDARDS

G02

2 ACCESSIBLE MOUNTING HEIGHTS

G02

3 ACCESSIBLE THRESHOLD

G02

4 ACCESSIBLE TRANSITION

G02

6 CLEARANCE AT DOORS

G02

5 DOOR HARDWARE AND DEVICE LOCATIONS

G02

7 SIGNAGE MOUNTING HEIGHTS

G02

8 RESTROOM SIGNAGE

G02

10 ALL-GENDER RESTROOM SIGNAGE

G02

9 PERMANENT ROOM ID SIGN

U

G

P

E

S

F

M

W

WV

WV

WV

WV

V

C

U

0 20 40 feet

N

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF12

/14

/20

9:

:51 A

M C1 CIVIL DEMO PLAN

230327

DEVILS POSTPILE NATIONAL MONUMENT

N. BUIKEMA

N. BUIKEMA

189715

4 1601/08/2024

0 20 40 feet

N

U

WV

WV

WV

V

C

U

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF12

/14

/20

9:

:51 A

M C2 CIVIL PLAN VIEW

230327

DEVILS POSTPILE NATIONAL MONUMENT

N. BUIKEMA

N. BUIKEMA

189715

01/08/2024 16

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF12

/14

/20

9:

:51 A

M C3 CIVIL WATER DETAILS

230327

DEVILS POSTPILE NATIONAL MONUMENT

N. BUIKEMA

N. BUIKEMA

189715

01/08/2024 6 16

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF12

/14

/20

9:

:51 A

M C4 CIVIL SEWER AND

MISC. DETAILS 230327

DEVILS POSTPILE NATIONAL MONUMENT

N. BUIKEMA

N. BUIKEMA

189715

01/08/2024 7 16

0 20 40 feet N

UGP

UG

P

UGP

UGP

UGP

UGP

UGP

UGP

UGP

ES

ES

ES

ES

ES

ES

ES

EF

EFM

EFM

EW

EW

EW

ES

ES

ES

UG

UG

P

UG

P

UG

P

U G

P

WV

WV

WV

WV

WV

3" P

VC

UG

P

BREAKER SCHEDULE AND MAX PANEL LOADING - CS1 (NEW REPLACEMENT)

BREAKER

# DESCRIPTION FIXTURE COUNT PER FIXTURE kVA NOTESTOTAL kVA BREAKER AMP/PH

1 WOMEN'S LIGHTING 5 0.025 0.125 15/1 ALL NEW CONSTRUCTION

2 MEN'S LIGHTING 4 0.025 0.100 15/1 ALL NEW CONSTRUCTION

3 ALL GENDER LIGHTING 1 0.025 0.025 10/1 ALL NEW CONSTRUCTION

4 WOMEN'S RECEPTABLE 1 0.03 0.300 10/1 ALL NEW CONSTRUCTION

5 MEN'S RECEPTACLE 1 0.03 0.300 10/1 ALL NEW CONSTRUCTION

6 ALL GENDER RECEPTACLE 1 0.03 0.300 10/1 ALL NEW CONSTRUCTION

7 WOMEN'S HAND DRYER 1 1 1.00 15/1 ALL NEW CONSTRUCTION

8 MEN'S HAND DRYER 1 1 1.00 15/1 ALL NEW CONSTRUCTION

9 ALL GENDER HAND DRYER 1 1 1.00 15/1 ALL NEW CONSTRUCTION

10 UTILITY CHASE LIGHTING 4 0.025 0.100 15/1 ALL NEW CONSTRUCTION

11 UTILITY CHASE RECEPTACLE 1 1 1.00 20/1 ALL NEW CONSTRUCTION

12 EXTERIOR LIGHTING 3 0.013 0.04 10/1 ALL NEW CONSTRUCTION

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF12

/14

/20

9:

:51 A

M E1 ELECTRICAL

PLAN VIEW 230327

DEVILS POSTPILE NATIONAL MONUMENT

N. BUIKEMA

N. BUIKEMA

189715

NO. ISSUE DESCRIPTION DATE

01/08/2024 16

Changed electrical alignment and length to ~190 LF01 6/13/2024 Added breaker schedule and max panel loading02 6/13/2024

AutoCAD SHX Text

SPECIFIED

AutoCAD SHX Text

COMPACTED

AutoCAD SHX Text

BACKFILL

AutoCAD SHX Text

(B.F.) AS

AutoCAD SHX Text

3'-0" MIN.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

6" MIN. DEPTH

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

EXISTING BASE COURSE

AutoCAD SHX Text

NEW BASE COURSE

AutoCAD SHX Text

EXISTING CONCRETE

AutoCAD SHX Text

IN CONCRETE

AutoCAD SHX Text

OUT OF CONCRETE

AutoCAD SHX Text

REPLACE AT SAME THICKNESS

AutoCAD SHX Text

REMOVE PAVING AND

AutoCAD SHX Text

UNIFORM SAW CUT LINE

AutoCAD SHX Text

AutoCAD SHX Text

%%U SINGLE DUCT DETAIL

AutoCAD SHX Text E1

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NOTES: 1. TRENCH SHALL CONFORM TO TRENCH SHALL CONFORM TO OSHA STANDARDS.

AutoCAD SHX Text

TRENCH STABILIZATION WHERE REQUIRED

AutoCAD SHX Text

UNDISTURBED EARTH (TYP)

AutoCAD SHX Text DETECTABLE YELLOW UTILITY MARKING TAPE 8" TO 10" DEEP "DANGER ELECTRICAL UTILITY"

AutoCAD SHX Text

NEW COMFORT STATION F.F.E.: 7559.0'

AutoCAD SHX Text

CONNECT NEW ELECTRICAL TO EXISTING ELECTRICAL

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO LOCATE AND VERIFY ALL UNDERGROUND UTILITIES CONTRACTOR TO LOCATE AND VERIFY ALL UNDERGROUND UTILITIES 2. CONTRACTOR TO ABIDE BY ALL CALIFORNIA REGULATIONS, GUIDANCE, AND RULES CONTRACTOR TO ABIDE BY ALL CALIFORNIA REGULATIONS, GUIDANCE, AND RULES 3. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS, ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS, SIDEWALKS, AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT 4. REPAIR OR REPLACEMENT WORK ON EXISTING UTILITIES, INCLUDING OVERHEAD POWER LINES REPAIR OR REPLACEMENT WORK ON EXISTING UTILITIES, INCLUDING OVERHEAD POWER LINES AND POLES, SHALL BE PERFORMED BY THE UTILITY OWNER. ALL COSTS ASSOCIATED WITH REPAIR AND/OR REPLACEMENT OF EXISTING UTILITIES, DUE TO CONTRACTOR'S ACTIVITIES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND PAY FOR ALL ASSOCIATED PERMITS AND ASSOCIATED COSTS 5. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRICAL CABLES, AND OTHER ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRICAL CABLES, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE OWNER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR SHALL MAKE SUCH INVESTIGATION AS NECESSARY TO VERIFY ITS CORRECTNESS AND COMPLETENESS. 6. FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, AND ALL OTHER SURFACE AND FIELD LOCATE ALL EXISTING UTILITIES, BURIED PIPING, AND ALL OTHER SURFACE AND SUB-SURFACE FEATURES PRIOR TO CONSTRUCTION. ANY FEATURES DAMAGED BY CONTRACTOR'S ACTIVITIES SHALL BE REPLACED TO PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE GOVERNMENT. ANY FIELD LOCATED EXISTING CONDITIONS IMPACTING NEW WORK SHALL BE IMMEDIATELY BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION. 7. MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE PROPOSED WORK CROSSES, MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATIONS WHERE PROPOSED WORK CROSSES, CONNECTS TO, OR RUN ADJACENT TO EXISTING UTILITIES. THE EXPLORATORY EXCAVATION SHALL BE MADE SUFFICIENTLY IN ADVANCE TO THE NEW WORK SO AS TO NOT CAUSE CONSTRUCTION DELAYS. IF THERE IS A CONFLICT, IMMEDIATELY NOTIFY THE CONTRACTING OFFICER IN WRITING WITH THE CONFLICT'S LOCATION, ELEVATION, UTILITY TYPE, AND SIZE. 8. ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE NATIONAL PARK ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE NATIONAL PARK SERVICE. 9. CONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES TO MINIMIZE EROSION AND CONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES TO MINIMIZE EROSION AND STORMWATER RUNOFF IMPACTS 13. RESTORE SITE TO ORIGINAL OR BETTER CONDITION AFTER INSTALLATION OF NEW WATERLINE RESTORE SITE TO ORIGINAL OR BETTER CONDITION AFTER INSTALLATION OF NEW WATERLINE AND SEWER SERVICE LINE. 14. CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT WRITTEN PERMISSION FROM THE CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT WRITTEN PERMISSION FROM THE CONTRACTING OFFICER. ELECTRICAL NOTES: 1. ELECTRICAL TRENCH AND WIRE TO BE LOCATED A MINIMUM OF 3' DISTANCE FROM THE NEW ELECTRICAL TRENCH AND WIRE TO BE LOCATED A MINIMUM OF 3' DISTANCE FROM THE NEW SEWER TRENCH AND PIPE.

AutoCAD SHX Text ~190 FT NEW BURIED ELECTRICAL LINE TO NEW ELECTRICAL PANEL LOCATED INSIDE NEW COMFORT STATION

AutoCAD SHX Text

PVC CONDUIT WITH MULTIPLE SINGLE CONDUCTORS

AutoCAD SHX Text

(N) JUNCTION BOX

AutoCAD SHX Text REUSE EXISTING CONDUIT (~100 FT) FROM JUNCTION BOX TO EXISTING ELECTRICAL CONNECTION

AutoCAD SHX Text

RCorral Highlight

RCorral Line

RCorral Line

RCorral Line

RCorral Line

RCorral Line

RCorral Line

RCorral Line

RCorral Polygonal Line

RCorral Line

RCorral Line

RCorral Line

RCorral Line

RCorral Line

RCorral Line

UGP

UGP

UGP

UGP

UGP

UGP

ES

ES

ES

ES

ES

ES

ES

EW

EW

EW

EW

EW

ES

UG

P

UG

P

UG

P

UGP

SAN. SEWER MH

RIM = 7559.2'

INV. OUT = 7555.6'

F

F WV

WV

WV

WV

WV

CP-1

CP-2

30"

42"

WV

E

MH

E

DY

H

WV

E S

S S

S

7559.56

7558.62

7555.34

7558.71

7559.26

7560.10

7559.39

7556.51

7557.52

7559.46

7557.45

7557.31

7556.81

7558.82

7558.54

7558.68

7558.57

7557.43

7556.42

7555.80

7557.40

7558.20

7558.72

F

COMFORT STATION

FFE = 7559.9'

SAN. SEWER

RIM = 7559.0'

RANGER CABIN

FFE = 7558.4'

BOTTOM OF RAMP = 7557.6'

TOP OF RAMP = 7558.5'

7555.7'

7555.8'

7556.3'

7556.4'

7559.1'

7559.3'

7559.7'

0 20 40 feet N

Day Use Parking

Day Use Parking

Shuttle Stop

Accessible Parking

' M

IN

MINIMUM STALL WIDTH

ACCESS

AISLE

36" O.C. MAX

MI

N

36"

MIN

ACCESSIBLE PARKING NOTES

1. ACCESSIBLE PARKING SPACES SHALL

BE AT LEAST 18' LONG AND 8' WIDE. VAN

ACCESSIBLE SPACES SHALL BE AT LEAST

11' WIDE. ALL SPACES SHALL ADJOIN AN

ACCESS AISLE AT LEAST 5' WIDE.

2. ACCESS AISLES SHALL BE MARKED

WITH A BLUE PAINTED BORDERLINE

AROUND THEIR PERIMETER. THE AREA

WITHIN THE BLUE BORDERLINES SHALL BE

MARKED WITH WHITE HATCHED LINES A

MAXIMUM OF 36" ON CENTER.

3. THE WORDS "NO PARKING" SHALL BE

PAINTED ON THE SURFACE WITHIN EACH

ACCESS AISLE IN WHITE LETTERS A

MINIMUM OF 12" IN HEIGHT AND LOCATED

TO BE VISIBLE FROM THE ADJACENT

VEHICULAR WAY.

4. THE ACCESSIBLE PARKING SPACE

SHALL BE MARKED WITH A 36" X 36"

MINIMUM ISA SYMBOL COMPLYING WITH

SECTION 11B-703.7.2.1 OF THE 2016

CALIFORNIA BUILDING CODE.

5. THE CENTERLINE OF THE ISA SYMBOL

SHALL BE A MAXIMUM OF 6" FROM THE

CENTERLINE OF THE ACCESSIBLE

PARKING SPACE, ITS SIDES PARALLEL TO

THE LENGTH OF THE PARKING SPACE AND

ITS LOWER CORNER AT, OR LOWER SIDE

ALIGNED WITH, THE END OF THE

ACCESSIBLE PARKING SPACE.

6. WITHIN THE ACCESSIBLE PARKING

SPACES AND ACCESS AISLES, NO

CHANGES IN LEVEL SHALL BE PERMITTED.

SLOPES SHALL NOT EXCEED 1.8% IN ANY

DIRECTION.

ACCESSIBLE

PARKING SIGN

STABILIZED

AGGREGATE PATH

8' STD VEHICLE

11' VAN

NO

PARKING

VEHICULAR

CONCRETE 3

5' MIN.

6" CONCRETE

4" AGGREGATE BASE

CLASS II

4" CONCRETE

INTEGRAL COLOR

LIGHT EXPOSED FINISH

4" AGGREGATE BASE

CLASS II

12" COMPACTED

NATIVE SOIL NATIVE SOIL

4" DECOMPOSED GRANITE

OR CRUSHED STONE (1

4 OR 38" MINUS)

WITH STABILIZER

4" AGGREGATE BASE

CLASS II

4X6 REDWOOD EDGING

PRE-DRILL AND STAKE

WITH 18" X 58" DIA REBAR,

3 PER 8' SECTION

12" COMPACTED

NATIVE SOIL NATIVE SOIL

12" COMPACTED

NATIVE SOIL NATIVE SOIL

ACCESSIBLE PARKING SIGN MIN. 70 SQ. IN.

MOUNT ON POLE 80" TO BOTTOM OF SIGN

WHITE, BEADED

REFLECTIVE SYMBOL

AND TEXT

BLUE BACKGROUND

ADD CALIF MUTCD R7-8B

SIGN FOR ALL VAN

ACCESSIBLE STALLS

CALIFORNIA MUTCD

R99C(CA) SIGN

SILKSCREEN ON

ALUMINUM PANEL

0.1 8"

0.

" H

T

0.90" - 0.92" BASE DIA.

0.45" - 0.47" TOP DIA.

2.3" MIN &

2.4" MAX

CENTER TO

CENTER

SPACING

0.65" OUTSIDE

DIA. TO

OUTSIDE DIA.

NOTE: COMPLY WITH ALL REQUIREMENTS OF

SPECIFICATION SECTION 32 17 27

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF12

/14

/20

9:

:51 A

M L01 SITE GRADING AND PAVING

230327

DEVILS POSTPILE NATIONAL MONUMENT

D. TSUJI

D. TSUJI

189715

NO. ISSUE DESCRIPTION DATE

L02

1 SITE GRADING AND PAVING PLAN

LEGEND

L01

2 PEDESTRIAN CONCRETE

L01

3 VEHICULAR CONCRETE

L01

4 STABILIZED AGGREGATE PATH

L01

5 DETECTABLE WARNING STRIP

L01

7 ACCESSIBLE PARKING SPACE

L01

6 ACCESSIBLE PARKING SIGN

NEW CONCRETE ACCESSIBLE PARKING SPACE, DETAIL 3/L01

NEW CONCRETE ACCESSIBLE PATH, DETAIL 2/L01

NEW STABILIZED AGGREGATE ACCESSIBLE PATH, DETAIL 4/L01

EXISTING ROAD

STABILIZED

AGGREGATE PATH

5' WIDE TYP.

AT PAVEMENT EDGES, FINISH GRADE OF

LANDSCAPE AREAS TO BE 1" BELOW PAVED

SURFACE.

NOTES:

7559.50 7559.45

7559.10

7559.05

7558.86

L01

STABILIZED

AGGREGATE PATH

8' WIDE TYP. L01

BASE OF EXTERIOR

WALLS 7558.96 TYP.

DETECTABLE

WARNING STRIP

24" X WIDTH OF PATHL01

7558.86

COMFORT

STATION

FFE 7559.0

SLOPE THESE AREAS AT

5% TO MEET EX. GRADE

(FUTURE PATHWAYS)

7558.79

7558.79

LP 7558.26

7559.0

7558.61

7557.86

7557.6

1.7%

1.7%

2.8%

2.0%

2.2%

1.7%

7558.69

7558.79

1.7%

1.7

LP 7557.5

NEW PATH EDGE FLUSH

WITH EX. ROAD, TYP.

5%5%

L01

PEDESTRIAN

CONCRETE PAVING L01

8'

6'

6'

18'

48'

9' 5'

9' 9'

5' 11'

VEHICULAR

CONCRETE

PAVING

ATE:

01/08/2024

UGP

UGP

UGP

UGP

UGP

ES

ES

ES

ES

ES

ES

ES

ES

EW

EW

EW

EW

EW

ES

UG

P

UG

P

UG

P

UGP

SAN. SEWER MH

RIM = 7559.2'

INV. OUT = 7555.6'

F

F WV

WV

WV

WV

WV

CP-1

CP-2

30"

42"

WV

E

MH

E

DY

H

WV

E S

S S

S

7559.56

7558.62

7555.34

7558.71

7559.26

7560.10

7559.39

7556.51

7557.52

7559.46

7557.45

7557.31

7556.81

7558.82

7558.54

7558.68

7558.57

7557.43

7556.42

7555.80

7557.40

7558.20

7558.72

F

COMFORT STATION

FFE = 7559.9'

SAN. SEWER

RIM = 7559.0'

RANGER CABIN

FFE = 7558.4'

BOTTOM OF RAMP = 7557.6'

TOP OF RAMP = 7558.5'

7555.7'

7555.8'

7556.3'

7556.4'

7559.1'

7559.3'

7559.7'

0 20 40 feet N

Day Use Parking

Day Use Parking

Shuttle Stop

Accessible Parking

TREE PROTECTION NOTES:

1. REVIEW LOCATION AND CONDITION OF

EXISTING VEGETATION ON SITE WITH

CONTRACTING OFFICER BEFORE

INSTALLING PROTECTION FENCING.

2. INSTALL RESOURCE PROTECTION

FENCING BEFORE START OF ANY SITE

WORK, AND MAINTAIN FOR THE DURATION

OF THE CONTRACT. FENCE SHALL BE

FOUR FOOT HIGH MINIMUM, RE-USABLE

METAL FENCE PANELS.

3. PROVIDE SIGNS ON FENCING: "TREE

PROTECTION ZONE - KEEP OUT"

4. PLACE RESOURCE PROTECTION FENCE

TO PROTECT THE CRITICAL ROOT ZONE.

THE CRITICAL ROOT ZONE RADIUS IS 1.5

FEET FOR EVERY INCH OF TRUNK

DIAMETER (DBH, DIAMETER AT BREAST

HEIGHT), OR THE AREA BETWEEN THE

DRIPLINE AND TRUNK--WHICHEVER IS

GREATER. REFER TO TREE PROTECTION

PLAN AND SPECIFICATION 01 12 00 FOR

DETAILS.

5. FENCING MAY FOLLOW EDGE OF

PAVEMENT WHERE THE CRITICAL ROOT

ZONE EXTENDS INTO PAVED AREAS.

6. INSTALL PROTECTIVE WRAP ON TREE

TRUNKS AND MAJOR LIMBS THAT ARE

CLOSE ENOUGH TO CONSTRUCTION TO

RISK DAMAGE.

7. SEE EARTHWORK SPECIFICATIONS FOR

PROCEDURES TO LIMIT ROOT DAMAGE

DURING TRENCHING AND EXCAVATION.

8. USE EXCAVATING EQUIPMENT THAT

ALLOWS THE OPERATOR TO DETECT

TREE ROOTS BEFORE DAMAGE OCCURS.

RESOURCE

PROTECTION

FENCING

WRAP TRUNK FOR

PROTECTION AS NEEDED

CRITICAL ROOT ZONE OR

DRIPLINE, WHICHEVER IS

LARGER

4'- 6"

DBH

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF12

/14

/20

9:

:51 A

M L02 TREE PROTECTION

AND SITE DEMOLITION 230327

DEVILS POSTPILE NATIONAL MONUMENT

D. TSUJI

D. TSUJI

189715

NO. ISSUE DESCRIPTION DATE

L01

1 TREE PROTECTION AND SITE DEMOLITION PLAN

L02

2 TREE PROTECTION DETAIL

REMOVE AND

STOCKPILE LOGS FOR

PARK USE.

FIRST PHASE DEMOLITION

OF EXISTING COMFORT

STATIONS AND UTILITIES.

New Comfort Station

/14

/20

9:

:51 A

M

LEGEND

APPROXIMATE TRUNK AND DRIPLINE OR CRITICAL ROOT ZONE OF TREES ADJACENT TO WORK

TREE TO BE REVIEWED FOR CONSTRUCTION IMPACT AND POTENTIAL REMOVAL

SECOND PHASE

DEMOLITION FOR

CONSTRUCTION OF

NEW COMFORT STATION

AND ACCESSIBLE

PATHS.

ATE:

01/08/2024

TREE LIKELY REQUIRES REMOVAL DUE TO CONSTRUCTION IMPACT, TO BE CONFIRMED ON SITE IF TREE REMOVAL CAN BE AVOIDED BY SLIGHT ADJUSTMENTS. CONTRACTOR SHALL NOT REMOVE ANY

TREES WITHOUT PRIOR WRITTEN PERMISSION FROM THE CONTRACTING OFFICER.

A12

A12

A12

A13

A12

A B

'-0

+/- 30'-0"

WOMEN'S

MEN'S

MECH

ALL GENDER

A13

FD

FD

FD

A13

A13

FD2

A13

SEE

LANDSCAPE

DRAWINGS FOR

SITE DESIGN

10.08 10.07

10.01

TYP

10.03

TYP

10.02

TYP

10.04

TYP

10.10

WC-2 WC-1 WC-1 WC-1 WC-1 WC-1

LV-1 LV-1

LV-2

DF-1

WC-2 LV-1 WC-2 WC-1

UR-1 UR-1

LV-1 LV-1

10.05

26.02

26.03 22.01

22.02 22.0222.02

22.02

5'-0" CLR MIN

5'-0" CLR MIN

4" M

IN

M

IN

1' -6

M

IN

1' -6

4"

M

IN

10.01

10.0710.08

10.05

TYP

10.06

TYP

10.06

10.07 10.08 10.01

10.03

10.04

10.02

10.05

A B

FD

FD

FD

FD

SLOPE 2% MAX, TYP

SLOPE 2% MAX, TYP

SLOPE 2% MAX, TYP

SLOPE 2%

MAX, TYP

REINFORCED CONCRETE SLAB

OVER ENGINEERED FILL

0'

-0

'-0

0' -0

+/- 2'-0"

+/- 30'-0"

'-0

" +/- 4'-8"

+/- 8'-4"

1. SEE RESTROOM ACCESSORY SCHEDULE AND

PLUMBING FIXTURE SCHEDULE ON SHEET A15.

2. SEE ACCESSIBILITY DETAILS AND MOUNTING

HEIGHTS ON SHEET G02.

3. ALL SIGNS SHALL COMPLY WITH ABAAS

REQUIREMENTS.

SHEET NOTES

WALL AND DOOR WITH

DOOR TAG

PLAN LEGEND

1i SIGN TAG, SEE SIGNAGE

SCHEDULE

FLOOR DRAIN

FD

CONCRETE

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF

1/ 7/

:1

8:

P M

A10

COMFORT STATION PLANS

230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

01/08/2024

189715

A10

2 FINISH FLOOR LEVEL PLAN

SCALE OF FEET

4 0 4 8

NO. ISSUE DESCRIPTION DATE

A10

1 SLAB EDGE PLAN

KEY NOTES

10.01 TOILET ACCESSORY: ELECTRIC HAND DRYER

10.02 TOILET ACCESSORY: TOILET ROLL DISPENSER

10.03 TOILET ACCESSORY: GRAB BAR

10.04 TOILET ACCESSORY: SANITARY NAPKIN

DISPOSAL

10.05 TOILET ACCESSORY: SOAP DISPENSER

10.06 TOILET ACCESSORY: MIRROR

10.07 TOILET ACCESSORY: PAPER TOWEL

DISPENSER

10.08 TOILET ACCESSORY: BABY CHANGING TABLE

10.10 TOILET PARTITION

22.01 BUILDING SHUT-OFF VALVE

22.02 VENT THROUGH ROOF

26.02 ELECTRICAL PANEL

26.03 CONVENIENCE OUTLET

SIGNAGE SCHEDULE

SIGN # TEXT DETAIL REF

01 WOMEN'S 8/G02

02 MEN'S 8/G02

03 RESTROOM 10/G02

04 MECH 9/G02

A B

A13

A13

'-1

0"

TYP

22.02

TYP

07.02

'-0

+/- 30'-0"

+/- 32'-10"

A B

WOMEN'S

MECH

MEN'S

ALL GENDER

E Q

E Q

E Q

E Q

E Q

E Q

EQ EQ

F1 F1 F1 F1

F1 F1 F1 F1

F1 F1 F1 F1 F1

F1

F2

F2

F2

TYP

08.02EQ EQ EQ

EQ EQ EQ

'-0

+/- 30'-0"

9' - 4"

9' - 4"

9' - 4"

9' - 4"

9' - 4"

08.03

TYP

22.02

PLAN LEGEND

F1: SURFACE-MTD LINEAR

LIGHT

V-GROOVE PLYWOOD

CEILING

STANDING SEAM METAL

ROOF

FIBER CEMENT BOARD AND

BATTEN SIDING (EXTERIOR

SOFFIT)

F2: WALL-MTD DOWN LIGHT

1. SEE LIGHT FIXTURE SCHEDULE ON SHEET A15.

2. SEE WINDOW SCHEDULE ON SHEET A15.

SHEET NOTES

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF

1/ 8/

:5

4:

A M

A11

COMFORT STATION PLANS

230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

01/08/2024

189715

A11

2 ROOF PLAN

A11

1 REFLECTED CEILING PLAN

SCALE OF FEET

4 0 4 8

NO. ISSUE DESCRIPTION DATE

KEY NOTES

07.02 STANDING SEAM METAL ROOF

08.02 FIBERGLASS AWNING WINDOW

08.03 ACCESS PANEL

22.02 VENT THROUGH ROOF

FINISH

FLOOR

0"

T.O. ROOF

24' - 10"

EXTERIOR GABLE WALL:

FIBER CEMENT BOARD AND BATTEN SIDING

OVER VAPOR BARRIER

OVER PLYWOOD SHEATHING

OVER WOOD STUD WALL

FACE OF SIDING AT GABLE WALL TO ALIGN

WITH FACE OF SIDING BELOW (OVER CMU

WALL)

A13

08.01

LV-2DF-1

1' -0

'-0

TYP. EXTERIOR WALL:

FIBER CEMENT BOARD AND BATTEN SIDING

OVER RIGID INSULATION AND FURRING

OVER VAPOR BARRIER

OVER CMU WALL, TYP

ROOF ASSEMBLY:

STANDING SEAM METAL ROOF

OVER UNDERLAYMENT

OVER PLYWOOD DECK

F2 F2

TYP

10.11

A14

FINISH

FLOOR

0"

T.O. ROOF

24' - 10"

A13

TYP

08.02

FINISH

FLOOR

0"

T.O. ROOF

24' - 10"

A13

08.01

F2

A14

FINISH

FLOOR

0"

T.O. ROOF

24' - 10"

A13

TYP

08.02

ELEVATION LEGEND

FIBER CEMENT BOARD

AND BATTEN SIDING

STANDING SEAM METAL

ROOF

CMU OR CONCRETE

F2: WALL-MOUNTED

DOWNLIGHT

1. SEE EXTERIOR FINISH SCHEDULE ON SHEET A15.

2. SEE WINDOW SCHEDULE ON SHEET A15.

3. SEE SIGNAGE PLAN AND SCHEDULE ON SHEET

A10.

4. SEE PLUMBING FIXTURE SCHEDULE ON SHEET

A15.

SHEET NOTES

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF

1/ 7/

:1

8:

P M

A12

COMFORT STATION EXTERIOR

ELEVATIONS 230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

01/08/2024

189715

A12

1 EAST ELEV

A12

4 NORTH ELEV

A12

3 WEST ELEV

A12

2 SOUTH ELEV

SCALE OF FEET

4 0 4 8

NO. ISSUE DESCRIPTION DATE

KEY NOTES

08.01 ATTIC LOUVER

08.02 FIBERGLASS AWNING WINDOW

10.11 SIGNAGE

10.02

10.03

TYP

10.06

10.05

LV-1

TYP

10.10

UR-1WC-1WC-2

10.10

10.01

TYP

10.06

10.05

LV-1

TYP

10.10

10.03

10.02

WC-2

WC-1, TYP

10.02

10.03

10.06

10.05

LV-1

WC-2

FINISH

FLOOR

0"

T.O. ROOF

24' - 10"

A13

TYP

10.03

TYP

10.02

TYP

10.04

06.02

06.01

WC-2

08.01

07.02

TYP

07.03

TYP

03.01

07.01

TYP

03.02

TYP

08.02

TYP

03.03

T.O. CMU

9' - 4"

ALL GENDER

MECH

WOMEN'S

A14

A14

A14

1. SEE RESTROOM ACCESSORY SCHEDULE AND

PLUMBING FIXTURE SCHEDULE ON SHEET A15.

2. SEE ACCESSIBILITY DETAILS AND MOUNTING

HEIGHTS ON SHEET G02.

SHEET NOTES

FINISH

FLOOR

0"

AB 1

A13

10.07

10.08

03.01

03.02

TYP

06.01

07.01

07.02

03.01

06.01

TYP

08.02

T.O. CMU

9' - 4"

10.07

10.08

MEN'S

ALL GENDER

A14

TYP

08.02

10.10

10.08 10.07

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF

1/ 7/

:1

8:

P M

A13

COMFORT STATION SECTIONS

AND INTERIOR ELEVATIONS 230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

01/08/2024

189715

SCALE OF FEET

4 0 4 8

NO. ISSUE DESCRIPTION DATE

A13

4 MEN'S RESTROOM ELEV - NORTH

A13

5 WOMEN'S RESTROOM ELEV - SOUTH

A13

3 ALL GENDER RESTROOM ELEV - NORTH

A13

1 NORTH SOUTH SECTION

KEY NOTES

03.01 CONCRETE MASONRY UNIT WALL

03.02 BUILDING CONCRETE SLAB

03.03 BUILDING CONCRETE FOUNDATION

06.01 V-GROOVE PLYWOOD CEILING

06.02 PRE-ENGINEERED WOOD ROOF TRUSS

07.01 BATT INSULATION

07.02 STANDING SEAM METAL ROOF

07.03 FIBER CEMENT BOARD AND BATTEN SIDING

08.01 ATTIC LOUVER

08.02 FIBERGLASS AWNING WINDOW

10.01 TOILET ACCESSORY: ELECTRIC HAND DRYER

10.02 TOILET ACCESSORY: TOILET ROLL DISPENSER

10.03 TOILET ACCESSORY: GRAB BAR

10.04 TOILET ACCESSORY: SANITARY NAPKIN

DISPOSAL

10.05 TOILET ACCESSORY: SOAP DISPENSER

10.06 TOILET ACCESSORY: MIRROR

10.07 TOILET ACCESSORY: PAPER TOWEL

DISPENSER

10.08 TOILET ACCESSORY: BABY CHANGING TABLE

10.10 TOILET PARTITION

A13

2 EAST WEST SECTION LOOKING SOUTH

A13

6 WOMEN'S RESTROOM ELEV - NORTH

M

IN

SLOPE SIDEWALK AWAY FROM

BLDG. AT 1.7% SLOPE MIN.

+7559.0'

T.O. FINISHED FLOOR

PRE-ENG. BLDG. MANUF.

FOOTING WIDTH PER

COMPACTED FILL PER

EARTHWORK SPEC

CONCRETE FLOOR SLAB WITH

#5 REBAR @ 16" O.C. EA. WAY.

SEE SPECS FOR SUBGRADE

REQ.

FOOTING TO EXTEND

24" MIN BELOW GRADE

5" M

IN

CMU

FIBER CEMENT

BOARD SIDING

RIGID INSULATION

FLUID APPLIED WATER

BARRIER OVER CMU

2" M

IN

FLASHING SET

IN SEALANT

PRE-ENGINEERED

WOOD TRUSS

PLYWOOD SHEATHING

STANDING SEAM

METAL ROOF

ROOF UNDERLAYMENT

VENTED RIDGE CAP

VENT AT END SHEATHING

T.O. CMU

9' - 4"

CMU

FIBER CEMENT BOARD SIDING

RIGID INSULATION

FLUID-APPLIED WATER BARRIER

OVER PLYWOOD SHEATHING

BATT INSULATION

V-GROOVE

PLYWOOD CEILING

PLYWOOD

SHEATHING

STANDING SEAM

METAL ROOF

20 GA. MIN. TRIM PREFINISHED

TO MATCH ROOF

2X4 WOOD TRIM

Z-FLASHING

FLUID APPLIED WATER BARRIER

ROOF

UNDERLAYMENT

BATT INSULATION

V-GROOVE

PLYWOOD CEILING

PRE-ENGINEERED

WOOD TRUSSPLYWOOD SHEATHING

STANDING SEAM

METAL ROOF

FIBER CEMENT BOARD SIDING

RIGID INSULATION

2X WOOD TRIM

2X6 WOOD TRIM

CONT METAL DRIP EDGE

M

IN

1/

4"

FLUID APPLIED WATER

BARRIER OVER CMU

2X WD TRIM WITH DRIP EDGE

GSM FLASHING DRIP EDGE

SEALANT WITH BACKER ROD

FIBERGLASS AWNING WINDOW

SEALANT WITH BACKER ROD

2X PT WINDOW BUCK

1X WOOD TRIM

WINDOW SCREEN

1/2"

2X6 SHAPED WD SILL W/ DRIP KERF

FLUID APPLIED WATER BARRIER

OVER CMU

RIGID INSULATION

FIBER CEMENT BOARD SIDING

SELF-ADHERED MEMBRANE

SELF-ADHERED MEMBRANE

1X WOOD TRIM

SEALANT W/ BACKER ROD

2X PT WOOD BUCK

ROOF UNDERLAYMENT

HM DOOR

HM FRAME

METAL THRESHOLD IN

CONT. BED OF SEALANT

WEATHERSTRIP

DOOR BOTTOM

SIDEWALK

1/4" EXPANSION

JOINT MATERIAL

JOINT SEALANT

1/ 2"

M A

X

FIBER CEMENT BOARD SOFFIT

FLUD-APPLIED WATER BARRIER

OVER PLYWOOD SHEATHING

RIGID INSULATION

FIBER CEMENT BOARD SIDING

Z-FLASHING

2X4 WOOD TRIM

VERTICAL DOWEL

SEALANT W/

BACKER ROD

1X WOOD TRIM

HM FRAME

HM DOOR

SELF ADHERED

MEMBRANE

GSM FLASHING

W/ DRIP EDGE

WOOD TRIM W/

DRIP EDGE

SEALANT W/

BACKER ROD

CMU

FLUID APPLIED

WATER BARRIER

RIGID INSULATION

FIBER CEMENT BOARD

AND BATTEN SIDING

2X WD BLOCKING

1X4 WD TRIM

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF

1/ 7/

:1

8:

P M

A14

DETAILS

230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

01/08/2024

189715

NO. ISSUE DESCRIPTION DATE

A14

1 TYP. EXT. WALL AND FOUNDATION DETAIL

A14

2 RIDGE VENT DETAIL

A14

3 RAKE DETAIL

A14

5 EAVE AND AWNING WINDOW DETAIL

A14

6 EXTERIOR THRESHOLD

A14

8 FIBER CEMENT SOFFIT DETAIL

A14

7 HM DOOR HEAD DETAIL (JAMB SIM.)

A14

4 EXTERIOR CORNER DETAIL

SCALE OF FEET

1 0 1 2

12 06

SCALE OF INCHES

SCALE A

SCALE B

SCALE A

6 03 6

SCALE OF INCHES

SCALE A

SCALE B

SCALE B

SCALE B

SCALE B

SCALE C

SCALE C

SCALE C

SCALE C

TYPE A

SINGLE FLUSH DOOR

TYPE B

SINGLE FLUSH DOOR

WITH LOUVER

1' -6

1'-6"

WIDTH

H E

IG

H

T

WIDTH

H E

IG

H

T

1. MANUFACTURER NAME, MODEL, AND COLOR INFO

ARE PROVIDED AS BASIS OF DESIGN.

CONTRACTOR MAY PROPOSE SIMILAR PRODUCTS

BY OTHER MANUFACTURERS IF THE PRODUCTS

CONFORM WITH SPECIFICATION REQUIREMENTS.

2. DOORS SHALL NOT EXCEED 5 LBS MAX EFFORT TO

OPERATE

SHEET NOTES

TYPE W1

AWNING WINDOW

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

CADD:

OF

1/ 7/

:1

8:

P M

A15

SCHEDULES

230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

01/08/2024

189715

NO. ISSUE DESCRIPTION DATE

DOOR SCHEDULE

DOOR

NO. ROOM NAME

FIRE

RATING TYPE

OPENING DOOR FRAME DETAILS

REMARKWIDTH HEIGHT THICK MAT'L FINISH MAT'L PUSH PULL JAMB HEAD SILL

01 WOMEN'S - B 3' - 0" 7' - 6" 1 3/4" MTL PT-2 MTL PT-2 PT-2

02 MEN'S - B 3' - 0" 7' - 6" 1 3/4" MTL PT-2 MTL PT-2 PT-2

03 ALL GENDER - B 3' - 0" 7' - 6" 1 3/4" MTL PT-2 MTL PT-2 PT-2 OCCUPANCY INDICATOR

04 MECH - A 3' - 0" 7' - 6" 1 3/4" MTL PT-2 MTL PT-2 PT-2

ROOM FINISH SCHEDULE

ROOM NO. ROOM NAME FLOOR FINISH WALL FINISH CEILING FINISH REMARKS

01 WOMEN'S CONC PT-1 WD-1, PT-1

02 MEN'S CONC PT-1 WD-1, PT-1

03 ALL GENDER CONC PT-1 WD-1, PT-1

04 MECH CONC PT-1 WD-1, PT-1

ELEC HAND DRYER DYSON AIRBLADE V SPRAYED NICKEL

BABY CHANGING TABLE KOALA KARE KB300-01SS GREY WITH STAINLESS STEEL VENEER EXTERIOR PANEL

PAPER TOWEL DISPENSER BOBRICK B-9262 SATIN FINISH STAINLESS STEEL

SANITARY NAPKIN DISPOSAL BOBRICK B-270 SATIN FINISH STAINLESS STEEL

MIRROR BOBRICK B-290 SATIN FINISH STAINLESS STEEL 24" X 36"

COAT HOOK BOBRICK B-7672 SATIN FINISH STAINLESS STEEL

SOAP DISPENSER BOBRICK B-818615 SATIN FINISH STAINLESS STEEL

GRAB BARS BOBRICK B-6806 SATIN FINISH STAINLESS STEEL

TOILET PAPER DISPENSER BOBRICK B-2892 SATIN FINISH STAINLESS STEEL

ITEM BASIS OF DESIGN MANUF & MODEL FINISH SIZE NOTES

RESTROOM ACCESSORIES

STANDING SEAM METAL ROOF CENTRIA SRS 3 SERIES AS SELECTED FROM MANUF'S STANDARD RANGE TO APPROXIMATE EXISTING ROOF AT RANGER STATION

PT-2 EXTERIOR PAINT

AS SELECTED BY CONTRACTING OFFICER

(TO MATCH DEPO STANDARDS)

MATCH EXISTING DARK BROWN PAINT AT EXISTING RANGER STATION

FIBER CEMENT SIDING JAMES HARDIE VERTICAL SIDING WITH BATTEN TRIM PT-2

MATERIAL BASIS OF DESIGN MANUF & MODEL COLOR / FINISH NOTE

EXTERIOR FINISH MATERIALS

TOILET PARITITONS BOBRICK SIERRA 1092 AS SELECTED FROM MANUF'S STANDARD RANGE FLOOR AND WALL ANCHORED, INSTITUTIONAL...

WD-1 V-GROOVE PLYWOOD CEILING

CONC SEALED CONCRETE W.R. MEADOWS BELLATRIX

PT-1 INTERIOR PAINT

AS SELECTED BY CONTRACTING OFFICER

(TO MATCH DEPO STANDARDS)

COLOR AS SELECTED BY CONTRACTING OFFICER,

HIGH GLOSS AT DOOR AND FRAMES,

SEMI-GLOSS AT WALLS AND CEILINGS

MATERIAL BASIS OF DESIGN MANUF & MODEL COLOR / FINISH NOTE

INTERIOR FINISH MATERIALS

LIGHTING FIXTURES

TYPE DESCRIPTION BASIS OF DESIGN MANUF & MODEL FINISH NOTES

F1 INTERIOR LINEAR LIGHT LUMINAIRE LED VPF4L 4FT-[DRIVER]-25W-40K-[VOLT]-CLP AS SELECTED FROM

MANUF'S STD. RANGE

RESTROOM FIXTURES MOTION CONTROLLED, MECH ROOM FIXTURES

MANUAL CONTROL

F2 EXTERIOR SURFACE-MOUNTED DOWNLIGHT LITHONIA LIGHTING WPX0 LED AL0 DDBXD MANUAL CONTROL

PLUMBING FIXTURES

FIXTURE

TAG TYPE BASIS OF DESIGN MANUF & MODEL FAUCET OR FLUSHOMETER NOTES

DF-1 HI LO DRINKING FOUNTAIN

WITH BOTTLE FILLER

HAWS 1119FR-1920FR (STAINLESS STEEL) FLOOR MOUNTED CARRIER TO SUIT

LV-1 LAVATORY ADA ACORN 1953LC - 1 - H1 - FG (STAINLESS STEEL) WITH

AMERICAN STANDARD OFFSET DRAIN 7723.018 (POLISHED

CHROME), BRASS CRAFT COMPRESSION ANGLE STOP

ZURN Z86100-XL - G - IN METERING SINK FAUCET

(POLISHED CROME)

INSULATE ALL EXPOSED PIPES

LV-2 CAMP SINK ELKAY B2C18X21X ELKAY LK940BR07T4S (ROUGH CHROME) INSULATE ALL EXPOSED PIPES

UR-1 URINAL ADA ACORN DURA-WARE 2158 - T - 1 (STAINLESS STEEL) SLOAN ROYAL 186 - 0.125 GPF - CP - WATER SAVER

(POLISHED CHROME)

FLOOR MOUNTED CARRIER TO SUIT

WC-1 WATER CLOSET ACORN 167501 - T - 1 - HS (STAINLESS STEEL) SLOAN ROYAL 111 - 1.28 GPF - CP (POLISHED CHROME) FLOOR MOUNTED CARRIER TO SUIT, WITH HINGED SEAT OPTION

WC-2 WATER CLOSET ADA ACORN 167501 - T - 1 - HS - ADA (STAINELSS STEEL) SLOAN ROYAL 111 - 1.28 GPF - CP (POLISHED CHROME) FLOOR MOUNTED CARRIER TO SUIT, WITH HINGED SEAT OPTION

WINDOW SCHEDULE

NO. TYPE WIDTH HEIGHT

SILL

HEIGHT

1 W1 2' - 8" 1' - 4" 5' - 4"

2 W1 2' - 8" 1' - 4" 5' - 4"

3 W1 2' - 8" 1' - 4" 5' - 4"

4 W1 2' - 8" 1' - 4" 5' - 4"

5 W1 2' - 8" 1' - 4" 5' - 4"

6 W1 2' - 8" 1' - 4" 5' - 4"

7 W1 2' - 8" 1' - 4" 5' - 4"

8 W1 2' - 8" 1' - 4" 5' - 4"

01 Revised elec. hand dryers 6.25.24

ELEC HAND DRYER • American Specialties Inc., 10-0192-1-193, 110/120 V, 8.3 amp

• Thin Air Hand Dryer, 110/120 V, 7.7 amp

• World Dryer SLI, Malri, 110/120 V, 8.7 amp

• Or approved equal

RCorral Cross-Out

RCorral Highlight

RCorral Highlight

RCorral Highlight

RCorral Pencil