B08_Attachment_3_Drawings.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

2/

/2

7:

:5

A

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 02/16/2024

& 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

2/

/2

7:

:5

A

M

G01

GENERAL NOTES,

ABBREVIATIONS, & SYMBOLS 230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

R. CORRAL

02/16/2024

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

2/

/2

7:

:5

A

M

G02

TYP ACCESSIBLE DETAILS

230327

DEVILS POSTPILE NATIONAL MONUMENT

B. ELEAZAR

B. ELEAZAR

R. CORRAL

02/16/2024

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

NO. ISSUE DESCRIPTION DATE

4 1601/08/2024

AutoCAD SHX Text

EX. 6 INCH WATER MAIN

AutoCAD SHX Text

DEMO EXISTING COMFORT STATION

AutoCAD SHX Text

DEMO EXISTING BUILDING

AutoCAD SHX Text

DEMO ~14 LF OF EXISTING SEWER SERVICE LINE

AutoCAD SHX Text

DEMO ~10 LF OF EXISTING WATER SERVICE LINE

AutoCAD SHX Text

DEMO EXISTING FENCE

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, SIDEWALKS, AND GRADE SHALL 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 AND POLES, SHALL 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 SUB-SURFACE FEATURES 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, CONNECTS TO, OR RUN 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 SERVICE. 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 STORMWATER RUNOFF CONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES TO MINIMIZE EROSION AND STORMWATER RUNOFF IMPACTS 13. RESTORE SITE TO ORIGINAL OR BETTER CONDITION AFTER REMOVAL OF EXISTING WATER SERVICE LINE, SEWER RESTORE SITE TO ORIGINAL OR BETTER CONDITION AFTER REMOVAL OF EXISTING WATER SERVICE LINE, SEWER SERVICE LINE, AND BUILDINGS. 14. CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT WRITTEN PERMISSION FROM THE CONTRACTING OFFICER. CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT WRITTEN PERMISSION FROM THE CONTRACTING OFFICER. 15. "DEMO" MEANS DEMOLISH, REMOVE FROM SITE, AND DISPOSE. "DEMO" MEANS DEMOLISH, REMOVE FROM SITE, AND DISPOSE. WATER SERVICE LINE: 16. THE CONTRACTOR SHALL REMOVE WATER SERVICE LINES AS INDICATED ON THE PLANS. REMOVE ALL PIPING, THE CONTRACTOR SHALL REMOVE WATER SERVICE LINES AS INDICATED ON THE PLANS. REMOVE ALL PIPING, VALVES, FITTINGS, TRACER WIRE, AND FILL AND COMPACT TRENCH 17. PERMANENTLY CAP CONNECTION POINT OF REMOVED WATER SERVICE LINE TO THE EXISTING WATER MAIN WITH PERMANENTLY CAP CONNECTION POINT OF REMOVED WATER SERVICE LINE TO THE EXISTING WATER MAIN WITH NSF-61 CERTIFIED FITTINGS. SERVICE SADDLE MAY REMAIN AND CAPPED AT THAT LOCATION. SEWER SERVICE LINE: 15. THE CONTRACTOR SHALL REMOVE SEWER SERVICE LINES AS INDICATED ON THE PLANS. REMOVE ALL PIPING, THE CONTRACTOR SHALL REMOVE SEWER SERVICE LINES AS INDICATED ON THE PLANS. REMOVE ALL PIPING, VALVES, FITTINGS, CLEANOUTS, TRACER WIRE, AND FILL AND COMPACT TRENCH. 16. PERMANENTLY CAP CONNECTION POINT OF REMOVED SEWER SERVICE LINE TO THE MANHOLE. PERMANENTLY CAP CONNECTION POINT OF REMOVED SEWER SERVICE LINE TO THE MANHOLE. COMFORT STATION AND BUILDING 17. DEMO AND REMOVE ALL COMPONENTS OF THE EXISTING COMFORT STATION AND BUILDING INCLUDING WALLS, DEMO AND REMOVE ALL COMPONENTS OF THE EXISTING COMFORT STATION AND BUILDING INCLUDING WALLS, WINDOWS, DOORS, TRIM, INTERIOR FINISHING AND FURNISHING, ROOF, SOFFITS, FASCIA, LIGHTING, PLUMBING, CONCRETE FOUNDATION/SIDEWALK/LANDING PADS, FENCE, AND ELECTRICAL CONDUIT/CONDUCTORS IN THE BUILDING AND UTILITY TRENCHES.

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DEMO ~22 LF OF EXISTING WATER SERVICE LINE

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EX. (ABANDONED) WATER MAIN

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PHOTO 1: EXISTING COMFORT STATION AND RESTROOM BUILDING TO BE DEMOLISHED

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DEMO EXISTING CONCRETE SIDEWALK AND FOUNDATION

AutoCAD SHX Text DEMO EXISTING CONCRETE LANDING PADS (x3)

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DEMO EXISTING UGP TO EXISTING TEE/CONNECTION

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DEMO EXISTING SIGN POSTS

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PHASE 1 DEMOLITION PLAN

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PHASE 2 DEMOLITION PLAN

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REMOVE AND STOCKPILE EXISTING GUARDRAIL LOGS FOR REUSE AT NPS APPROVED SITE

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CONDUCT STATIC PRESSURE AND WATER FLOW TEST AT EXISTING HYDRANT (PHASE 1 WORK)

0 20 40 feet

N

U

WV

WV

WV

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

NO. ISSUE DESCRIPTION DATE

01/08/2024 16

AutoCAD SHX Text 7556.81

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CONNECT TO EXISTING 1" WATERLINE

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~18 FT OF 2" SDR17 HDPE WATERLINE

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

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~90 FT OF 6" SCH 40 PVC SEWER SERVICE LINE

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DOUBLE CLEANOUT

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TRACER WIRE ACCESS STATION

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TRACER WIRE ACCESS STATION

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EX. 6 INCH WATER MAIN

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COMFORT STATION SEWER OUTLET INV ELEV.: 7557.5'

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CURB STOP

AutoCAD SHX Text CONNECT TO EXISTING SEWER MANHOLE (NEW) INV. IN: 7556.5' RIM: 7559.2' INV. OUT: 7555.6

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CONCRETE PIPE ENCASEMENT

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AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO LOCATE AND VERIFY ALL UNDERGROUND CONTRACTOR TO LOCATE AND VERIFY ALL UNDERGROUND UTILITIES 2. CONTRACTOR TO ABIDE BY ALL CALIFORNIA REGULATIONS, CONTRACTOR TO ABIDE BY ALL CALIFORNIA REGULATIONS, GUIDANCE, AND RULES 3. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE 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, 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, 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 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 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 ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE NATIONAL PARK SERVICE. 9. CONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES TO CONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES TO MINIMIZE EROSION AND STORMWATER RUNOFF IMPACTS 13. RESTORE SITE TO ORIGINAL OR BETTER CONDITION AFTER 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 CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT WRITTEN PERMISSION FROM THE CONTRACTING OFFICER. WATER SERVICE LINE: 15. THE CONTRACTOR SHALL DISINFECT THE NEW WATERLINE IN THE CONTRACTOR SHALL DISINFECT THE NEW WATERLINE IN ACCORDANCE WITH AWWA STANDARD C-651-14 OR MOST RECENT, THEN FLUSH AND SAMPLE THE LINES BEFORE BEING PLACED INTO SERVICE. A MINIMUM OF ONE SAMPLE FOR EACH 1,000 FEET OF COMPLETED WATERLINE WILL BE REQUIRED OR AT THE NEXT AVAILABLE SAMPLING POINT BEYOND 1,000 FEET. 16. DECHLORINATION OF DISINFECTING WATER SHALL BE IN STRICT DECHLORINATION OF DISINFECTING WATER SHALL BE IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARD C655-09 OR MOST RECENT. 17. MAINTAIN CONSISTENT SLOPE FOR NEW WATER SERVICE LINE MAINTAIN CONSISTENT SLOPE FOR NEW WATER SERVICE LINE INSTALLATION WITH NO INTERMEDIATE HIGH POINTS. 20. ANY PIPING LESS THAN THE LOCAL FREEZE DEPTH (24 INCHES) ANY PIPING LESS THAN THE LOCAL FREEZE DEPTH (24 INCHES) SHALL REQUIRE INSULATION INSTALLED ON THE TOP OF THE PIPE SEWER SERVICE LINE: 21. IF REQUIRED, NEW GRAVITY SEWER LINE BENDS TO BE 22.5 IF REQUIRED, NEW GRAVITY SEWER LINE BENDS TO BE 22.5 DEGREE AND 45 DEGREE ELBOWS. NO 90 DEGREE ELBOWS ARE ALLOWED TO BE USED 22. UNLESS OTHERWISE NOTED, SEWER SLOPE TO BE NO LESS THAN UNLESS OTHERWISE NOTED, SEWER SLOPE TO BE NO LESS THAN 2.08% ( " PER FOOT) PER 2022 CA PLUMBING CODE) 14" PER FOOT) PER 2022 CA PLUMBING CODE) 23. ANY PIPING LESS THAN THE LOCAL FREEZE DEPTH (24 INCHES) ANY PIPING LESS THAN THE LOCAL FREEZE DEPTH (24 INCHES) SHALL REQUIRE INSULATION INSTALLED ON THE TOP OF THE PIPE 24. CORE DRILL NEW PIPE PENETRATION INTO EXISTING MANHOLE CORE DRILL NEW PIPE PENETRATION INTO EXISTING MANHOLE AND USE RUBBER, FLEXIBLE PIPE CONNECTOR TO SECURE AND SEAL NEW SEWER SERVICE LINE TO MANHOLE. TERMINATE NEW PIPE FLUSH WITH INSIDE OF MANHOLE WALL.

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

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COMFORT STATION SEWER OUTLET INV ELEV.: 7557.5'

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CONNECT TO EXISTING SEWER MANHOLE INV. IN: 7556.25'

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6" SCH40 PVC AT 1.39% SLOPE

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NEW GROUND ELEVATION FROM FILL

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INSTALL DOUBLE CLEANOUT AT 0+35.00

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EXISTING SEWER MANHOLE RIM ELEV: 7559.2'

AutoCAD SHX Text ELECTRICAL NOTES: 1. ELECTRICAL TRENCH AND WIRE TO BE LOCATED A MINIMUM OF 3' ELECTRICAL TRENCH AND WIRE TO BE LOCATED A MINIMUM OF 3' DISTANCE FROM THE NEW SEWER TRENCH AND PIPE.

SINGLE CLEANOUT

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

NO. ISSUE DESCRIPTION DATE

01/08/2024 6 16

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VALVE BOX PAD, SEE DET

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A MINIMUM 6' OF SLACK

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TRACER WIRES SHALL HAVE

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TEST BOX

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WATER

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CONCRETE ENCASEMENT

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VALVE BOX TOP

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6" MIN

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TRACER WIRE

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5' MAX

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%%U TRACER WIRE

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NTS

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2" DUCT TAPE @ 5' MAX.

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MINIMUM 3 PER LENGTH OF

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PIPE

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5' MAX

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2 TRACE WIRE BOX

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5' MAX

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TRACER WIRE 14 GAGE SOLID

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PIPE

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1 TIE IN AT FITTING

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TW

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TW

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COPPER WIRE

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6" MIN

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LOOSELY COILED IN THE BOX

AutoCAD SHX Text NOTE: PROVIDE TEST STATIONS AT A MINIMUM PROVIDE TEST STATIONS AT A MINIMUM FREQUENCY OF EVERY 500-LF OF PIPING. TRACER WIRE ONLY TO TERMINATE IN VALVE BOX WHEN MARKED ON PLANS. OTHERWIRE, USE TRACER WIRE ACCESS STATION, AS SUBMITTED.

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AS SPECIFIED

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MIN. WIDTH

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SPECIFIED

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COMPACTED

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BACKFILL

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(B.F.) AS

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VARIES

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2'-0" MIN.

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MIN.

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6" MIN.

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6" MIN. DEPTH

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SURFACE

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EXISTING BASE COURSE

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NEW BASE COURSE

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EXISTING ASPHALT

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DIA.

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IN ASPHALT

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OUT OF ASPHALT

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REPLACE

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@ 1.5 TIMES ORIGINAL

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REMOVE PAVING AND

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WITH TACK COAT

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UNIFORM SAW CUT LINE

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THICKNESS

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%%U PIPE TRENCH

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NTS

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

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TEST PRESSURES AND SOIL BEARING PRESSURES, USE THE FOLLOWING EQUATION:

AutoCAD SHX Text PRESSURE OF 2,000 psf AND A SAFETY FACTOR OF 1.5, TO COMPUTE BEARING AREAS FOR DIFFERENT

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1. BEARING AREAS (TABLE 1) BASED ON TEST PRESSURE OF 150 psi, AN ALLOWABLE SOIL BEARING

AutoCAD SHX Text BEARING AREA = (TEST PRESSURE / 150 psi) x (2,000 / SOIL BEARING PRESSURE psf) x (TABLE 1 VALUE)

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3. BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 1.0 SQUARE FOOT.

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%%U(HORIZONTAL BENDS & VERTICAL UPWARD BENDS)

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%%UTABLE 1 - BEARING AREA OF THRUST BLOCKS IN SQUARE FEET

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%%UHORIZONTAL BENDS AND VERTICAL UPWARD BENDS:

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%%UTEE PLUGGED ON RUN

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4. IF THE DEPTH REQUIREMENT (SEE TYPICAL CROSS SECTION) CAN NOT BE ACHIEVED,

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UNDISTURBED

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BEDDING

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1/2 TO 1 TIMES ITS WIDTH.

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LESS THAN THE PIPE DIAMETER

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OF THE BLOCK (H), BUT NOT

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THE TOTAL DEPTH TO THE BOTTOM

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EQUAL TO OR LESS THAN 1/2

AutoCAD SHX Text BLOCK HEIGHT (h) SHALL BE

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%%UTYPICAL CROSS SECTION

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MATERIAL

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DEPTH REQUIREMENT:

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%%UBEND

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%%UPLUGGED CROSS

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SOIL

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%%UPLUGGED CROSS

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3. CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH OR STRUCTURAL BACKFILL.

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MEGALUGS MAY BE USED ON DIP AND PVC PIPE FOR RESTRAINT.

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BLOCKS AT ALL DIRECTION CHANGES UNLESS OTHERWISE NOTED.

AutoCAD SHX Text PIPE SPECIFIED TO BE PRESSURE TESTED, ALL FITTINGS SHALL BE PROVIDED WITH CONCRETE THRUST

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1. FOR ALL BURIED PIPING EXCEPT FLANGED, SCREWED, SOCKET WELD PVC, OR WELDED STEEL

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4. KEEP CONCRETE CLEAR OF JOINT, BOLTS, NUTS, CLAMPS, AND OTHER ACCESSORIES.

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2. ALL FITTINGS SHALL BE MECHANICALLY RESTRAINED PER DET 2/C9 IN ALL DIRECTIONS.

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6. A BOND BREAKER SHALL BE PLACED BETWEEN THE PIPE AND THRUST BLOCK.

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5. THRUST BLOCKS SHALL NOT BE LOCATED OR SIZED TO ENCASE ADJACENT PIPES OR FITTINGS.

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PIPE

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BEARING

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SURFACE

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BREAKER

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BOND

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45%%D (TYP)

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%%UGENERAL:

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THE ENGINEER SHALL BE NOTIFIED.

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AutoCAD SHX Text 50.9

AutoCAD SHX Text 35.3

AutoCAD SHX Text 72.0

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AutoCAD SHX Text 17.3

AutoCAD SHX Text 22.6

AutoCAD SHX Text 28.6

AutoCAD SHX Text 12.7

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FITTING

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SIZE

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(IN)

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(SF)

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(SF)

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PLUG OR

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TEE, WYE

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CAP

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BEND

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%%UVERTICAL DOWNWARD BEND

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IN CONCRETE (SEE TABLE

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%%UWYE

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1/4" PLYWOOD OVER

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%%UPLUG OR CAP

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%%UTEE

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FACE OF BOLTS

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USED FOR 11 1/4 BENDS.

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2 FOR SIZES)

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FITTING AND EMBEDDED

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COATED RODS OVER

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%%UVALVE

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FITTING AND EMBEDDED

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COATED RODS OVER

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IN CONCRETE

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(SEE NOTE 3)

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1. VERTICAL BENDS THAT REQUIRE A THRUST BLOCK VOLUME EXCEEDING 5 CUBIC YARDS REQUIRE

AutoCAD SHX Text 4050 LBS/CUBIC YARD, AND A SAFETY FACTOR OF 1.5. TO COMPUTE VOLUMES FOR DIFFERENT

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THRUSTS ARE BASED ON TEST PRESSURE OF 150 PSI, THE WEIGHT OF CONCRETE =

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SPECIAL BLOCKING DETAILS. SEE DRAWINGS FOR VOLUMES SHOWN TO LEFT OF HEAVY, BOLD

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2. THRUST BLOCK VOLUMES (TABLE 2) FOR VERTICAL DOWNWARD BENDS HAVING UPWARD RESULTANT

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3. VOLUME OF THRUST BLOCK IN CUBIC YARDS FOR VALVES SHALL BE THE SAME VOLUME

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%%U(VERTICAL DOWNWARD BENDS)

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%%UTABLE 2 - VOLUME OF THRUST BLOCK IN CUBIC YARDS

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%%UVERTICAL DOWNWARD BENDS:

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TEST PRESSURES AND CONCRETE WEIGHTS, USE THE FOLLOWING EQUATION:

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AutoCAD SHX Text 39.0

AutoCAD SHX Text 27.1

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AutoCAD SHX Text 13.8

AutoCAD SHX Text 13.3

AutoCAD SHX Text 17.3

AutoCAD SHX Text 21.9

AutoCAD SHX Text 9.7

AutoCAD SHX Text 6.8

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AutoCAD SHX Text 11.2

AutoCAD SHX Text 5.0

AutoCAD SHX Text 10.0

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LINE IN TABLE 2.

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(SF)

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SIZE

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(FT)

AutoCAD SHX Text #6

AutoCAD SHX Text #6

AutoCAD SHX Text #6

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.5

AutoCAD SHX Text 2.5

AutoCAD SHX Text

EMBEDMENT

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

ROD

AutoCAD SHX Text

2. UNLESS OTHERWISE NOTED ON THE GENERAL DRAWINGS IN THE GENERAL NOTES OR SPECIFICATIONS, USE

AutoCAD SHX Text SOIL BEARING PRESSURE = 2000 psf FOR THIS PROJECT.

AutoCAD SHX Text

GALVANIZED OR EXPOY

AutoCAD SHX Text

GALVANIZED OR EPOXY

AutoCAD SHX Text VOLUME = (TEST PRESSURE / 150) x (4,050 / CONCRETE WEIGHT) x (TABLE 2 VALUE)

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text

%%U THRUST RESTRAINTS

AutoCAD SHX Text C3

AutoCAD SHX Text

USE FOR 2"

AutoCAD SHX Text

TRENCH STABILIZATION WHERE REQUIRED

AutoCAD SHX Text

UNDISTURBED EARTH (TYP)

AutoCAD SHX Text

DETECTABLE UTILITY MARKING TAPE 8" TO 10" DEEP

AutoCAD SHX Text

TRACER WIRE

AutoCAD SHX Text

BEDDING MATERIAL

AutoCAD SHX Text NOTES: 1. WATER SERVICE LINE BURY SHALL BE A MIN OF 12". WATER SERVICE LINE BURY SHALL BE A MIN OF 12". 2. INSTALL SERVICE CLAMPS & CORPORATION STOPS AS RECOMMENDED BY INSTALL SERVICE CLAMPS & CORPORATION STOPS AS RECOMMENDED BY MANUFACTURER. STIFFNERS REQUIRED ON CONNECTIONS

AutoCAD SHX Text

COMPRESSION CONNECTION

AutoCAD SHX Text

WIDE STRAP SERVICE CLAMP

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

2" CORP STOP

AutoCAD SHX Text 12" SQ., 4" THICK CIRCULAR FORMED CONCRETE COLLAR WITH WELDED WIRE FABRIC 6 X 6-W1.4 X W1.4

AutoCAD SHX Text

2" HDPE WATER SERVICE PIPE

AutoCAD SHX Text

2" CURB STOP

AutoCAD SHX Text

COMPRESSION CONNECTION

AutoCAD SHX Text 4"x8"x16" SOLID CONCRETE BLOCK ON UNDISTURBED EARTH

AutoCAD SHX Text

STATIONARY ROD

AutoCAD SHX Text

EXTENSION TYPE BASE CURB BOX

AutoCAD SHX Text

CURB STOP SHALL BE INSTALLED AT THE LOCATION SHOWN ON THE PLANS

AutoCAD SHX Text

AutoCAD SHX Text

%%U SERVICE SADDLE AND CURB STOP

AutoCAD SHX Text C3

NTS

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

NO. ISSUE DESCRIPTION DATE

01/08/2024 7 16

AutoCAD SHX Text

4" COMPACTED GRAVEL

AutoCAD SHX Text

6" COMPACTED SUBGRADE

AutoCAD SHX Text

AutoCAD SHX Text

%%U GRAVEL PAVING

AutoCAD SHX Text C4

AutoCAD SHX Text

NTS

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

AutoCAD SHX Text

%%U DOUBLE SEWER SERVICE LINE CLEANOUT

AutoCAD SHX Text C4

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text

%%U CONCRETE PIPE ENCASEMENT

AutoCAD SHX Text C4

AutoCAD SHX Text

NTS

AutoCAD SHX Text NOTES: 1. PROVIDE TWO FLEXIBLE JOINTS WITHIN PROVIDE TWO FLEXIBLE JOINTS WITHIN SIX FEET OF EACH END OF ENCASEMENT. 2. PLACE 8" TO 12" BOULDERS AROUND PLACE 8" TO 12" BOULDERS AROUND ENCASEMENT TO PROTECT AND CONCEAL PIPE/ENCASEMENT.

AutoCAD SHX Text #3 x @ 24", ALTN DIRECTION

AutoCAD SHX Text

#3 @ CORNERS

AutoCAD SHX Text #3 x @ 24"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text

3" CLR (TYP)

AutoCAD SHX Text 6"

AutoCAD SHX Text

PIPE

AutoCAD SHX Text 6"

AutoCAD SHX Text O.D.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text O.D.

AutoCAD SHX Text PROVIDE A RECTANGULAR CONCRETE COLLAR AROUND BOTH CLEANOUTS WITH A MINIMUM OF 6" OF CONCRETE AROUND EACH CLEANOUT. REINFORCE WITH WELDED WIRE MESH 6 X 6-W1.4 X W1.4.

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC (CLOSE)

AutoCAD SHX Text

6" COMBO OR WYE & 45°

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" COMBO OR WYE & 45°

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

6" PVC

6" IPS THREADED BRASS HEX SOCKET PLUG (EQUAL TO TYLER LOW SQUARE HEAD) INTO CAST IRON FITTING, CONNECTED TO PVC WITH FERNCO CONNECTOR AND S.S. STRAPS (2 EA.)

0 20 40 feet

N

U

WV

WV

WV

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 E1 ELECTRICAL

PLAN VIEW 230327

DEVILS POSTPILE NATIONAL MONUMENT

N. BUIKEMA

N. BUIKEMA

189715

NO. ISSUE DESCRIPTION DATE

01/08/2024 16

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

MAINTAIN 3' MINIMUM DISTANCE OF NEW ELECTRICAL FROM NEW SEWER

AutoCAD SHX Text

CONNECT NEW ELECTRICAL TO EXISTING ELECTRICAL IN PULL BOX

AutoCAD SHX Text GENERAL NOTES: 1. CONTRACTOR TO LOCATE AND VERIFY ALL CONTRACTOR TO LOCATE AND VERIFY ALL UNDERGROUND UTILITIES 2. CONTRACTOR TO ABIDE BY ALL CALIFORNIA CONTRACTOR TO ABIDE BY ALL CALIFORNIA REGULATIONS, GUIDANCE, AND RULES 3. ALL DISTURBED ASPHALT, GRASS, DRAINAGE 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 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 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 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 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 ALL EXISTING VALVES AND EQUIPMENT SHALL ONLY BE OPERATED BY THE NATIONAL PARK SERVICE. 9. CONTRACTOR SHALL EMPLOY EROSION CONTROL CONTRACTOR SHALL EMPLOY EROSION CONTROL MEASURES TO MINIMIZE EROSION AND STORMWATER RUNOFF IMPACTS 13. RESTORE SITE TO ORIGINAL OR BETTER CONDITION RESTORE SITE TO ORIGINAL OR BETTER CONDITION AFTER INSTALLATION OF NEW WATERLINE AND SEWER SERVICE LINE. 14. CONTRACTOR SHALL NOT REMOVE ANY TREES CONTRACTOR SHALL NOT REMOVE ANY TREES WITHOUT WRITTEN PERMISSION FROM THE CONTRACTING OFFICER. ELECTRICAL NOTES: 1. ELECTRICAL TRENCH AND WIRE TO BE LOCATED A ELECTRICAL TRENCH AND WIRE TO BE LOCATED A MINIMUM OF 3' DISTANCE FROM THE NEW SEWER TRENCH AND PIPE.

AutoCAD SHX Text ~90 FT NEW BURIED ELECTRICAL LINE TO NEW ELECTRICAL PANEL LOCATED INSIDE NEW COMFORT STATION

PVC CONDUIT WITH MULTIPLE SINGLE CONDUCTORS

UGP

UGP

UGP

UGP

UGP

UGP

ES

ES

ES

ES

ES

ES

ES

EW

EW

EW

EW

EW

EW

ES

ES

UG

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

01/08/2024

UGP

UGP

UGP

UGP

UGP

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ES

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ES

ES

ES

EW

EW

EW

EW

EW

ES

UG

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.

BID OPTION: REMOVE TREES DUE TO CONSTRUCTION IMPACT IF CONFIRMED ON SITE THAT

REMOVAL CANNOT BE AVOIDED WITH SLIGHT ADJUSTMENTS. CONTRACTOR SHALL NOT REMOVE

ANY TREES WITHOUT PRIOR WRITTEN PERMISSION FROM THE CONTRACTING OFFICER.

02/16/2024

GFCI

F

C I

G F

C I

T 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

M

IN

'-0

M

IN

M

IN

'-0

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

M

IN

35" - 37"

26.04

26.04

26.04

26.05

MS-1

'-8

G F

C I

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

'…