B09-Attachment_2_-_Revised_Final_Construction_Drawings_2026_08_18_Part3_0002.pdf

C7.06

TWO-WAY SANITARY SEWER CLEANOUT

NOT TO SCALE

SANITARY SEWER SERVICE LINE

INSULATION BOARD INSTALLATION

GRINDER PUMP

FORCE SEWER SERVICE LINE

GREEN TRACER WIRE

ON TOP OF PIPE

(TYP)

GREEN TRACER

WIRE ON TOP

OF PIPE

(TYP)

TO GRINDER PUMP

UTILITY MARKING TAPE

PLACE 6"-12" ABOVE PIPE

SEE SPECIFICATIONS

TRACER WIRE

ON TOP OF PIPEINSULATION BOARD SHALL BE HIGH

DENSITY, EXTRUDED POLYSTYRENE

FOAM INSULATION BOARD, AND SHALL

COMPLY WITH ASTM C 578 TYPE IV

PLACE A 2"X4" STUD AT PROPERTY

LINE, MIN 12" ABOVE GROUND, AS

DIRECTED BY CONTRACT OFFICER.

FLOW

CONTRAC

CONTRAC

AS NEEDED

NOTES:

1. GRINDER PUMP SHALL BE A ZOELLER SIMPLEX 48" X 120" GRINDER PACKAGE WITH M803 OR APPROVED EQUAL IN TERMS OF SIZE, PERFORMANCE, AND FUNCTIONALITY.

2. SEE ARCHITECTURAL PLANS AND STRUCTURAL PLANS FOR WET WELL LOCATION.

3. FLOATS SHALL BE INSTALLED TO A PVC FLOAT TREE THAT IS MOUNTED TO THE SIDE OF THE WET WELL. THE FLOAT TREE SHALL BE EASILY REMOVABLE, IN ITS ENTIRETY, WITHOUT HAVING TO ENTER THE WET WELL. FLOATS SHALL BE PROGRAMMED TO TURN THE PUMP "OFF" WHEN WET WELL LEVEL IS 1.83' ABOVE THE SUMP BOTTOM, PUMP "ON" WHEN WET WELL LEVEL IS 4' ABOVE THE SUMP BOTTOM, AND PUMP "ALARM" WHEN WET WELL LEVEL IS 4.5' ABOVE THE PUMP INTAKE.

4 . FLOATS SHALL CONNECT TO THE PUMP CONTROL PANEL. PUMP CONTROL PANEL SHALL BE MOUNTED TO THE INSIDE GARAGE WALL. PUMP CONTROL PANEL SHALL INCLUDE

A HAND-OFF-AUTO (HOA) SWITCH, AN ELAPSED TIME METER, AND A PUMP CYCLE COUNTER.

5. ALL METAL FASTENERS USED IN THE WET WELL SHALL BE STAINLESS STEEL (GRADE 302).

6. SHUT-OFF VALVE SHALL BE EASILY REACHABLE AND OPERABLE FROM THE TOP OF THE WET WELL.

SOLID FIBERGLASS

COVER (BOLTED)

CHECK VALVE

SHUT OFF VALVE

6' MIN.

QUICK DISCONNECT

FITTINGS

3/4 HP GRINDER

PUMP

302 STAINLESS STEEL

LIFTING CABLE

PVC PIPING (TYP)

WATERTIGHT PIPE SEAL

FIBERGLASS

WET WELL BASIN

BASE ELBOW

RAIL SYSTEM

CONNECT WIRING TO

POWER AND PUMP

CONTROL PANEL.

INLET PIPINGGUIDE RAILS

GRADE

2" BASIN DISCHARGE PIPING

GREEN TRACER

WIRE ON TOP

OF PIPE

SELECT BACKFILL MATERIAL

SEE SPECIFICATIONS

2" PVC

TO TRANSITION MANHOLE

FORCE TO GRAVITY SERVICE TRANSITION

CONNECT TO EXISTING SEWER MAIN

WITH FLEXIBLE TAP SADDLE &

STAINLESS STEEL CLAMPS

4" PVC GRAVITY

SANITARY SEWER SERVICE

(LENGTH AS NEEDED)

(TYP)

FIBERGLASS WET WELL BASIN

FOR GRINDER PUMP

2" PVC FORCE

SEWER SERVICE

(LENGTH AS NEEDED)

(TYP)

4"x2" PVC

REDUCER

PVC BENDS

AS NECESSARY

(TYP)

CLEANOUT CAP

(SCREWED ON)

MANHOLE FOR TRANSITION OF

FORCE SERVICE TO GRAVITY SERVICE

FINISHED GRADE

BUILDING INTERFACE

FOUNDATION

REPRESENTATION

2" PVC COMBO

BALL/CHECK VALVE

(OPEN POSITION)

48"

6' MIN.

(FROST DEPTH)

C7.05

1/4 INCH PER FOOT

(TYP)

CLEANOUT CAP

(SCREWED ON)

DESIGNED: SUB SHEET NO. TITLE OF SHEET

08/18/2026 YELLOWSTONE NATIONAL PARK

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DRAWING NO.

OF

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PMIS / PKG NO.

SHEET

A/E FIRM

PRIME: JC

JC

198433

AS

C7.06

CIVIL DETAILS

SHEET 6 OF 7

8/18/26

8/18/26

C7.07

RESTORATION - OPEN AREAS

RESTORATION - ASPHALT PAVEMENT

CL

PROPOSED CULVERT

PROPOSED ROAD

EG

NOTES:

1. DO NOT RAISE OUTLET ABOVE EG OR DRAINAGE BED.

2. MIN COVER OVER CULVERT SHALL BE 12 INCHES TO BOTTOM OF PAVEMENT STRUCTURAL

SECTION OR GROUND SURFACE IN NON-PAVED AREAS UNLESS NOTED OTHERWISE.

3. CULVERT SHALL HAVE RIPRAP ON BOTH THE INLET AND OUTLET AS SHOWN.

12" 12"

6"

12"

PIPE BEDDING MATERIAL

CULVERT, SEE PLANS FOR DIAMETER AND MATERIAL

STRUCTURAL BACKFILL MATERIAL (95% RC)

EXISTING UNDISTURBED NATIVE SOIL

NATIVE FILL (90% RC IN NATURAL AREAS, 95% IN

ROADWAY/STRUCTURAL AREAS)

EG

CULVERT END TREATMENT:

PLACE 18" DEPTH RIPRAP

AROUND CULVERT OPENING

TOP OF BANK

12" MIN

OR PER

PLAN

SURFACE TREATMENT PER PLAN

3:1 MAX (TYP.) OR PER PLAN

PROFILE

SECTION

PIPE DIAMETER, SEE PLANS

PIPE DIAMETER, SEE PLANS

10'

10'

CULVERT END TREATMENT:

PLACE 18" DEPTH RIPRAP

AROUND CULVERT OPENING

ROCK DISSIPATER 2

C7.07

NOTES:

1. TRANSITION OVER A 10' DITCH LENGTH UNLESS OTHERWISE SHOWN ON PLAN.

2. RESTORE ALL AREAS DISTURBED OUTSIDE OF ROCK SURFACE AS DIRECTED BY NPS CONTRACTING OFFICER.

ADJUST 10-FT WIDTH WHERE

APPLICABLE DEPENDING

ON ACTUAL DITCH WIDTH

PER PLAN (FINAL)

10' PLACE CLASS 1 RIPRAP,

MIN 18-INCH THICK

PLAN

INVERT OF CULVERT

BEGIN TRANSITION TO ROCK DISSIPATER

DISSIPATER, PLACE CLASS 1 RIPRAP,

MIN 18-INCH THICK

SECTION C

FLOW LINE

MEET EG

C

24"

18"

18"

EG

FILTER

FABRIC

KEY IN FILTER FABRIC 1'

BELOW GRADE MIN

CULVERT

ROCK DISSIPATOR

UTILITY MARKING TAPE

PLACE 6"-12" ABOVE PIPE

SEE SPECIFICATIONS

UTILITY MARKING TAPE

PLACE 6"-12" ABOVE PIPE

SEE SPECIFICATIONS

8" NATIVE SOIL

MIN. 12" DRAINAGE ZONE

(3 4" CRUSHED STONE)

4°

SUBGRADE: SCARIFY 6" MINIMUM AND COMPACT TO A MINIMUM

OF 95% RELATIVE COMPACTION (MODIFIED PROCTER)

LEVELING PAD (6" MIN. THICKNESS)

UNREINFORCED CONCRETE OR CLASS E

AGGREGATE BASE COMPACTED TO 95%

MODIFIED DRY DENSITY

VARIES

DRAIN PIPE

(4" MIN.)

APPROXIMATE LIMITS OF EXCAVATION

1:1 BENCH CUT RECOMMENDED

MIN. 6" EMBEDMENT

NOTES:

1. MODULAR BLOCK RETAINING WALL SHALL BE RECON WALL SYSTEMSTM, GRAVITY RETAINING WALL, PRODUCT OR APPROVED

EQUAL IN TERMS OF SIZE, PERFORMANCE, AND FUNCTIONALITY.

2. FINISHED GRADE AT TOP OF WALL SHALL BE GRADED TO PREVENT PONDING.

2. THE LEVELING PAD MUST EXTEND 6" (MINIMUM) IN FRONT AND 6" (MINIMUM) IN BACK OF THE BASE BLOCK.

3. SET THE BASE BLOCK AND CHECK FOR LEVEL FROM FRONT TO BACK.

4. EMBEDMENT SHALL BE A MINIMUM 6" WITH LEVEL GRADE AT THE TOE.

5. COMPACTION TO THE SPECIFIED EMBEDMENT DEPTH SHALL BE DONE IN FRONT OF THE BASE BLOCK BEFORE COMPACTION IS

DONE BEHIND THE BASE BLOCK.

6. DRAIN TILE SHALL BE PERFORATED 4" PVC PIPE WRAPPED IN A NON-WOVEN GEOTEXTILE FABRIC. DRAIN TILE SHALL DAYLIGHT

AT EACH END OF THE WALL AND THRU THE WALL FACE AT 50-FT INCREMENTS.

7. DRAINAGE ZONE (3/4" CRUSHED STONE) INTERFACE SHALL BE WRAPPED IN NON-WOVEN GEOTEXTILE FABRIC ON ALL SIDES.

8. SEE BLOCK MANUFACTURER'S SPECIFICATION & INSTALLATION INSTRUCTIONS FOR MORE DETAILS.

24M

39B

24M

24T

24M

FINISHED GRADE

AWAY FROM WALL

24" DEEP TOP BLOCK

39" DEEP BASE BLOCK

24" DEEP MIDDLE BLOCKS

(AS NECESSARY)

4" PVC DRAIN PIPE

DAYLIGHT AT LOWEST ELEVATION

EVERY 50' OR AS DIRECTED BY

CONTRACTING OFFICER

FINISHED GRADE

BOTTOM OF WALL

PARTIAL WALL PROFILE

MODULAR BLOCK RETAINING WALL

12" (TYP)

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/18/2026 YELLOWSTONE NATIONAL PARK

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

C7.07

CIVIL DETAILS

SHEET 7 OF 7

6/18/26

6/18/26

BONEYARD SERVICE RD

SEE SHEET C5.01

FOR PROPOSED

WATER AND SEWER,

TYP

PR

O

SP

EC

T

TE

RR

AC

E

ST

COMMUNICATIONS VAULT

PAD MOUNTED

TRANSFORMER

EXISTING UTILITY

JUNCTION ENCLOSURE

COMMUNICATIONS VAULT

EXISTING TELECOMM PEDESTAL

1.5"C - COMM

2/0 TRIPLEX SERVICE

AND 1 #6 GND IN 2"

CONDUIT

2.5"C - COMM

3 BEDROOM MODULAR

UNIT WITH GARAGE

E10

COMMUNICATIONS BACKBOARD 4

ELECTRIC METER

LOT 1

#2AL PRIMARY

IN 2" CONDUIT

EXISTING

UTILITY

JUNCTION

ENCLOSURE

EXISTING 3PH PRIMARY

CONDUCTOR IN 3-2" CONDUIT

2.5"C - COMM

1. JUNCTION BOX LOCATIONS AND CONDUIT

ROUTING ARE SCHEMATIC. ALIGN JUNCTION

BOXES WITH PAVEMENT EDGES. CONDUIT

ROUTING SHALL AVOID TREES. SUBMIT CONDUIT

AND JUNCTION BOX LAYOUT PLAN TO ENGINEER

PRIOR TO INSTALLATION.

2. MAINTAIN AND PROTECT ALL EXISTING

UNDERGROUND UTILITIES. CONTRACTOR TO

PROVIDE LOCATE PRIOR TO ANY EXCAVATION.

PRIOR TO STARTING CONSTRUCTION,

CONTRACTOR SHALL CALL "ONE-CALL" FOR

UTILITY LOCATIONS.

3. ALL SPARE/EMPTY CONDUIT TO BE PROVIDED

WITH NYLON PULL STRINGS.

4. ALL JUNCTION BOXES AND CONDUITS ARE

SHOWN IN APPROXIMATE LOCATIONS. VERIFY

LOCATION OF PROPERTY LINE, EASEMENTS AND

UTILITIES PRIOR TO PLACEMENT.

5. ALL CONDUITS LENGTHS ARE APPROXIMATE.

6. GROUND ALL IN-GROUND JUNCTION BOXES,

HAND HOLES, AND PULL BOXES.

7. ELECTRICAL WORK SHALL COMPLY WITH NEC

2026.

KEY NOTES:

GENERAL NOTES:

LEGEND

INTERCEPT EXISTING UTILITY JUNCTION ENCLOSURE.

COORDINATE WITH NORTHWESTERN ENERGY.

INTERCEPT EXISTING TELECOMM PEDESTAL.

COORDINATE WITH SERVICE PROVIDER.

PROVIDE METER BASE AND TELECOMM BOX AT EACH

MODULAR UNIT PER UTILITY REQUIREMENTS.

COORDINATE WITH SERVING UTILITY. REFER TO

DETAIL 3 ON SHEET E4.

UTILITY PROVIDED PAD MOUNT LID AND

TRANSFORMER. COORDINATE WITH NORTHWESTERN

ENERGY.

UTILITY PROVIDED CONDUIT AND CONDUCTORS.

COORDINATE WITH NORTHWESTERN ENERGY.

UNDERGROUND RACEWAY

COMBINATION 200A METER SOCKET WITH DISCONNECT

2' X 3' X 3' COMMUNICATIONS VAULT

COMMUNICATIONS BACKBOARD

THREE PHASE PADMOUNT LID AND UTILITY TRANSFORMER

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

E1

MAMMOTH ELECTRICAL

AND TELECOM SITE

PLAN 1 OF 2

0 20 4020

SCALE OF FEET

60406050

POWERHOUSE RD

SEE SHEET C5.02

FOR PROPOSED

WATER AND SEWER,

TYP

H

IG

H

LAN

D

TER

R

AC

E AVE

EXISTING UTILITY

JUNCTION ENCLOSURE

COMMUNICATIONS VAULT

COMMUNICATIONS BACKBOARD

EXISTING TELECOMM PEDESTAL

2/0 TRIPLEX SERVICE

AND 1 #6 GND IN 2"

CONDUIT

1.5"C - COMM

1.5"C - COMM

#2AL PRIMARY

IN 2" CONDUIT

1.5"C - COMM

2.5"C - COMM

PAD MOUNTED

TRANSFORMER

3 BEDROOM MODULAR

UNIT WITH GARAGE,

TYP.

TYP.

LOT 2

LOT 3

LOT 4

2/0 TRIPLEX SERVICE

AND 1 #6 GND IN 2"

CONDUIT

2/0 TRIPLEX SERVICE

AND 1 #6 GND IN 2"

CONDUIT

EXISTING 3PH PRIMARY

CONDUCTOR IN 3-2" CONDUIT

2.5"C - COMM

1. JUNCTION BOX LOCATIONS AND CONDUIT

ROUTING ARE SCHEMATIC. ALIGN JUNCTION

BOXES WITH PAVEMENT EDGES. CONDUIT

ROUTING SHALL AVOID TREES. SUBMIT CONDUIT

AND JUNCTION BOX LAYOUT PLAN TO ENGINEER

PRIOR TO INSTALLATION.

2. MAINTAIN AND PROTECT ALL EXISTING

UNDERGROUND UTILITIES. CONTRACTOR TO

PROVIDE LOCATE PRIOR TO ANY EXCAVATION.

PRIOR TO STARTING CONSTRUCTION,

CONTRACTOR SHALL CALL "ONE-CALL" FOR

UTILITY LOCATIONS.

3. ALL SPARE/EMPTY CONDUIT TO BE PROVIDED

WITH NYLON PULL STRINGS.

4. ALL JUNCTION BOXES AND CONDUITS ARE

SHOWN IN APPROXIMATE LOCATIONS. VERIFY

LOCATION OF PROPERTY LINE, EASEMENTS AND

UTILITIES PRIOR TO PLACEMENT.

5. ALL CONDUITS LENGTHS ARE APPROXIMATE.

6. GROUND ALL IN-GROUND JUNCTION BOXES,

HAND HOLES, AND PULL BOXES.

7. ELECTRICAL WORK SHALL COMPLY WITH NEC

2026.

KEY NOTES:

GENERAL NOTES:

LEGEND

INTERCEPT EXISTING UTILITY JUNCTION ENCLOSURE.

COORDINATE WITH NORTHWESTERN ENERGY.

INTERCEPT EXISTING TELECOMM PEDESTAL.

COORDINATE WITH SERVICE PROVIDER.

PROVIDE METER BASE AND TELECOMM BOX AT EACH

MODULAR UNIT PER UTILITY REQUIREMENTS.

COORDINATE WITH SERVING UTILITY. REFER TO

DETAIL 3 ON SHEET E4.

UTILITY PROVIDED PAD MOUNT LID AND

TRANSFORMER. COORDINATE WITH NORTHWESTERN

ENERGY.

UTILITY PROVIDED CONDUIT AND CONDUCTORS.

COORDINATE WITH NORTHWESTERN ENERGY.

UNDERGROUND RACEWAY

COMBINATION 200A METER SOCKET WITH DISCONNECT

2' X 3' X 3' COMMUNICATIONS VAULT

COMMUNICATIONS BACKBOARD

THREE PHASE PADMOUNT LID AND UTILITY TRANSFORMER

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

E2

MAMMOTH ELECTRICAL

AND TELECOM SITE

PLAN 2 OF 2

E

E

E

E

G G

G G

OHW

2.5"C - COMM

1.5"C - COMM

COMMUNICATIONS

BACKBOARD

SEE SHEET C5.03

FOR PROPOSED

WATER AND SEWER,

TYP.

3"C - PRIMARY

3"C - 3 #3/0, 1 #6 GND.

(SECONDARY)

EXISTING UTILITY POLE

EXISTING TELECOMM PEDESTAL

PAD MOUNTED

TRANSFORMER VAULT

1.5"C - COMM

3"C - 3 #3/0, 1 #6 GND.

(SECONDARY)

MERIDIAN RD

2 BEDROOM

MODULAR UNIT,

TYP.

EXISTING PAD MOUNTED

TRANSFORMER VAULT

ELECTRIC METER

TYP.

EXISTING 4-PLEX

ST

ST

ST

ST

LO

T 2

LO

T

3"C - PRIMARY

PRIMARY PULLING VAULT 1

1. JUNCTION BOX LOCATIONS AND CONDUIT

ROUTING ARE SCHEMATIC. ALIGN JUNCTION

BOXES WITH PAVEMENT EDGES. CONDUIT

ROUTING SHALL AVOID TREES. SUBMIT CONDUIT

AND JUNCTION BOX LAYOUT PLAN TO ENGINEER

PRIOR TO INSTALLATION.

2. MAINTAIN AND PROTECT ALL EXISTING

UNDERGROUND UTILITIES. CONTRACTOR TO

PROVIDE LOCATE PRIOR TO ANY EXCAVATION.

PRIOR TO STARTING CONSTRUCTION,

CONTRACTOR SHALL CALL "ONE-CALL" FOR

UTILITY LOCATIONS.

3. ALL SPARE/EMPTY CONDUIT TO BE PROVIDED

WITH NYLON PULL STRINGS.

4. ALL JUNCTION BOXES AND CONDUITS ARE

SHOWN IN APPROXIMATE LOCATIONS. VERIFY

LOCATION OF PROPERTY LINE, EASEMENTS AND

UTILITIES PRIOR TO PLACEMENT.

5. ALL CONDUITS LENGTHS ARE APPROXIMATE.

6. GROUND ALL IN-GROUND JUNCTION BOXES,

HAND HOLES, AND PULL BOXES.

7. ELECTRICAL WORK SHALL COMPLY WITH NEC

2026.

KEY NOTES:GENERAL NOTES:LEGEND

UNDERGROUND RACEWAY

COMBINATION 200A METER SOCKET WITH DISCONNECT

COMMUNICATIONS BACKBOARD

THREE PHASE PRIMARY VAULT WITH PAD MOUNTED TRANSFORMER LID

PRIMARY PULLING VAULT

INTERCEPT EXISTING PAD MOUNTED TRANSFORMER

VAULT. PROVIDE RIGID STEEL SWEEP AND RISER 10'

UP POLE. COORDINATE WITH FLATHEAD ELECTRIC.

INTERCEPT EXISTING TELECOMM PEDESTAL.

COORDINATE WITH SERVICE PROVIDER.

PROVIDE METER BASE AND TELECOMM BOX AT EACH

MODULAR UNIT PER UTILITY REQUIREMENTS.

COORDINATE WITH SERVING UTILITY. REFER TO

DETAIL 3 ON SHEET E8.

PROVIDE THREE PHASE PRIMARY VAULT WITH PAD

MOUNT TRANSFORMER LID PER UTILITY

REQUIREMENTS. COORDINATE WITH FLATHEAD

ELECTRIC.

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

E3

NE ENTRANCE

ELECTRICAL SITE

PLAN

BOXES WITH PAVEMENT EDGES. CONDUIT

ROUTING SHALL AVOID TREES. SUBMIT CONDUIT

AND JUNCTION BOX LAYOUT PLAN TO ENGINEER

PRIOR TO INSTALLATION.

2. MAINTAIN AND PROTECT ALL EXISTING

UNDERGROUND UTILITIES. CONTRACTOR TO

PROVIDE LOCATE PRIOR TO ANY EXCAVATION.

PRIOR TO STARTING CONSTRUCTION,

CONTRACTOR SHALL CALL "ONE-CALL" FOR

UTILITY LOCATIONS.

3. ALL SPARE/EMPTY CONDUIT TO BE PROVIDED

WITH NYLON PULL STRINGS.

4. ALL JUNCTION BOXES AND CONDUITS ARE

SHOWN IN APPROXIMATE LOCATIONS. VERIFY

LOCATION OF PROPERTY LINE, EASEMENTS AND

UTILITIES PRIOR TO PLACEMENT.

5. ALL CONDUITS LENGTHS ARE APPROXIMATE.

6. GROUND ALL IN-GROUND JUNCTION BOXES,

HAND HOLES, AND PULL BOXES.

7. ELECTRICAL WORK SHALL COMPLY WITH NEC

2026.

KEY NOTES:

GENERAL NOTES:

INTERCEPT EXISTING TELECOMM PEDESTAL.

COORDINATE WITH SERVICE PROVIDER.

UTILITY PROVIDED CONDUIT AND CONDUCTORS.

COORDINATE WITH NORTHWESTERN ENERGY.

LEGEND

UNDERGROUND RACEWAY

COMBINATION 200A METER SOCKET WITH DISCONNECT

2' X 3' X 3' COMMUNICATIONS VAULT

COMMUNICATIONS BACKBOARD

THREE PHASE PADMOUNT LID AND UTILITY TRANSFORMER

W

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW OHW OHW OHW OHW OHW

EXISTING TELECOMM PEDESTAL

2.5"C - COMM

COMMUNICATIONS VAULT 2

COMMUNICATIONS VAULT

2.5"C - COMM

2.5"C - COMM

EXISTING UTILITY POLE 1PH PRIMARY IN

2" CONDUIT

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

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1A

_3

4\

C

AD

V2

2D R

AW

IN

G S\

C

IV

IL

\N

E- C

AN

YO

N \C

AN

YO

N \C

6.

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YO

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TR

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

E4

CANYON VILLAGE

ELECTRICAL SITE

PLAN SHEET 1 OF 3

0 20 4020

SCALE OF FEET

SE

E

SH

EE

T E5

BOXES WITH PAVEMENT EDGES. CONDUIT

ROUTING SHALL AVOID TREES. SUBMIT CONDUIT

AND JUNCTION BOX LAYOUT PLAN TO ENGINEER

PRIOR TO INSTALLATION.

2. MAINTAIN AND PROTECT ALL EXISTING

UNDERGROUND UTILITIES. CONTRACTOR TO

PROVIDE LOCATE PRIOR TO ANY EXCAVATION.

PRIOR TO STARTING CONSTRUCTION,

CONTRACTOR SHALL CALL "ONE-CALL" FOR

UTILITY LOCATIONS.

3. ALL SPARE/EMPTY CONDUIT TO BE PROVIDED

WITH NYLON PULL STRINGS.

4. ALL JUNCTION BOXES AND CONDUITS ARE

SHOWN IN APPROXIMATE LOCATIONS. VERIFY

LOCATION OF PROPERTY LINE, EASEMENTS AND

UTILITIES PRIOR TO PLACEMENT.

5. ALL CONDUITS LENGTHS ARE APPROXIMATE.

6. GROUND ALL IN-GROUND JUNCTION BOXES,

HAND HOLES, AND PULL BOXES.

7. ELECTRICAL WORK SHALL COMPLY WITH NEC

2026.

KEY NOTES:

GENERAL NOTES:

PROVIDE METER BASE AND TELCOMM BOX AT EACH

MODULAR UNIT PER UTILITY REQUIREMENTS.

COORDINATE WITH SERVING UTILITY. REFER TO

DETAIL 3 ON SHEET E9.

UTILITY PROVIDED PAD MOUNT LID AND

TRANSFORMER. COORDINATE WITH NORTHWESTERN

ENERGY.

UTILITY PROVIDED CONDUIT AND CONDUCTORS.

COORDINATE WITH NORTHWESTERN ENERGY.

LEGEND

UNDERGROUND RACEWAY

COMBINATION 200A METER SOCKET WITH DISCONNECT

2' X 3' X 3' COMMUNICATIONS VAULT

COMMUNICATIONS BACKBOARD

THREE PHASE PADMOUNT LID AND UTILITY TRANSFORMER

UTILITY JUNCTION ENCLOSURE

E

T

T

SD

X X

X X

X

X

X

X

X X

X

O H

W O

H W

O H

W O

H W

O H

W O

H W

O H

W

OHW

OHW

OHW

OHW OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

OHW

O H

W

O H

W O

H W

O H

W O

H W

COMMUNICATIONS VAULT

COMMUNICATIONS

BACKBOARD

COMMUNICATIONS VAULT

SEE SHEETS C5.04 THROUGH C5.07

FOR PROPOSED WATER AND SEWER,

TYP

1.5"C - COMM

1.5"C - COMM

1.5"C - COMM

2 BEDROOM

MODULAR UNIT,

TYP.

2/0 TRIPLEX SERVICE AND

1 #6 GND IN 2" CONDUIT

E10

ELECTRIC METER

TYP.

ST

ST

ST

2.5"C - COMM

LOT 1

LOT 2

LOT 3

1PH LBC4 UTILITY

JUNCTION ENCLOSURE

1PH PRIMARY IN

2" CONDUIT

2.5"C - COMM

2.5"C - COMM

COMMUNICATIONS VAULT

PAD MOUNTED TRANSFORMER

PAD MOUNTED TRANSFORMER

2/0 TRIPLEX SERVICE AND

1 #6 GND IN 2" CONDUIT

2/0 TRIPLEX SERVICE AND

1 #6 GND IN 2" CONDUIT

PAD MOUNTED TRANSFORMER

1PH LBC4 UTILITY

JUNCTION ENCLOSURE

1PH PRIMARY IN 2" CONDUIT

1PH PRIMARY IN

2" CONDUIT

1PH PRIMARY IN 2" CONDUIT

2.5"C - COMM

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

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AN

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6.

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

E5

CANYON VILLAGE

ELECTRICAL SITE

PLAN SHEET 2 OF 3

0 20 4020

SCALE OF FEET

SE

E

SH

EE

T E6

SE

E

SH

EE

T E4

COMMUNICATIONS

BACKBOARD

C O

M M

U N

IC

AT

IO

N

S

VA

U

LT

PAD MOUNTED

TRANSFORMER

PAD MOUNTED

TRANSFORMER

BADGER RD

1.5"C - COMM

2.5"C - COMM

1.5"C - COMM

1.5"C - COMM

2/0 TRIPLEX SERVICE

AND 1 #6 GND IN 2"

CONDUIT

1.5"C - COMM

1.5"C - COMM

1.5"C - COMM

1PH PRIMARY IN

2" CONDUIT

COMMUNICATIONS VAULT

2 BEDROOM

MODULAR UNIT,

TYP.

COMMUNICATIONS VAULT 2

TYP.

LO

T

LOT 4

LOT 5

LO

T 6

LOT 7

LOT 8

LOT 9

LOT 10

1.5"C - COMM

COMMUNICATIONS

BACKBOARD

2/0 TRIPLEX SERVICE

AND 1 #6 GND IN 2"

CONDUIT

2/0 TRIPLEX SERVICE AND

1 #6 GND IN 2" CONDUIT

2/0 TRIPLEX SERVICE AND

1 #6 GND IN 2" CONDUIT

2/0 TRIPLEX SERVICE

AND 1 #6 GND IN 2"

CONDUIT

1PH PRIMARY IN 2"

CONDUIT

2.5"C - COMM

1PH PRIMARY

IN 2" CONDUIT

PAD MOUNTED

TRANSFORMER

COMMUNICATIONS

BACKBOARD

2/0 TRIPLEX SERVICE AND

1 #6 GND IN 2" CONDUIT

2/0 TRIPLEX SERVICE AND

1 #6 GND IN 2" CONDUIT

2.

5"

C

C O

M M

1. JUNCTION BOX LOCATIONS AND CONDUIT

ROUTING ARE SCHEMATIC. ALIGN JUNCTION

BOXES WITH PAVEMENT EDGES. CONDUIT

ROUTING SHALL AVOID TREES. SUBMIT CONDUIT

AND JUNCTION BOX LAYOUT PLAN TO ENGINEER

PRIOR TO INSTALLATION.

2. MAINTAIN AND PROTECT ALL EXISTING

UNDERGROUND UTILITIES. CONTRACTOR TO

PROVIDE LOCATE PRIOR TO ANY EXCAVATION.

PRIOR TO STARTING CONSTRUCTION,

CONTRACTOR SHALL CALL "ONE-CALL" FOR

UTILITY LOCATIONS.

3. ALL SPARE/EMPTY CONDUIT TO BE PROVIDED

WITH NYLON PULL STRINGS.

4. ALL JUNCTION BOXES AND CONDUITS ARE

SHOWN IN APPROXIMATE LOCATIONS. VERIFY

LOCATION OF PROPERTY LINE, EASEMENTS AND

UTILITIES PRIOR TO PLACEMENT.

5. ALL CONDUITS LENGTHS ARE APPROXIMATE.

6. GROUND ALL IN-GROUND JUNCTION BOXES,

HAND HOLES, AND PULL BOXES.

7. ELECTRICAL WORK SHALL COMPLY WITH NEC

2026.

KEY NOTES:

GENERAL NOTES:

PROVIDE METER BASE AND TELCOMM BOX AT EACH

MODULAR UNIT PER UTILITY REQUIREMENTS.

COORDINATE WITH SERVING UTILITY. REFER TO

DETAIL 3 ON SHEET E9.

UTILITY PROVIDED PAD MOUNT LID AND

TRANSFORMER. COORDINATE WITH NORTHWESTERN

ENERGY.

UTILITY PROVIDED CONDUIT AND CONDUCTORS.

COORDINATE WITH NORTHWESTERN ENERGY.

LEGEND

UNDERGROUND RACEWAY

COMBINATION 200A METER SOCKET WITH DISCONNECT

2' X 3' X 3' COMMUNICATIONS VAULT

COMMUNICATIONS BACKBOARD

THREE PHASE PADMOUNT LID AND UTILITY TRANSFORMER

UTILITY JUNCTION ENCLOSURE

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

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6.

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

E6

CANYON VILLAGE

ELECTRICAL SITE

PLAN SHEET 3 OF 3

0 20 4020

SCALE OF FEET

SE

E

SH

EE

T

SEE SHEET E5

E7

MAMMOTH

ELECTRICAL ONE

LINE DIAGRAM

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

CADD:

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\S

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TE

C \C

R O

N

IN

, M

EG

H

AN

N

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\Y

EL

L\

D D

\3

1A

_3

4\

C

AD

V2

2D R

AW

IN

G S\

C

IV

IL

\M

AM

M

O

TH

\E 3_

EL

EC

TR

IC

AL

_O

N E

LI

N

ES

.D

W G

TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

UTILITY-

120/240V

LOT 1 PNL

200A MCB

120/240V

35KW LOAD

BASEBOARD HEAT

DRYER

WATER TANK

RANGE

IF ELECTRIC: # UNITS LOAD

ELECTRICAL LOAD DETAILS - LOT 1

KW

UTILITY TRANSFORMER

TO UTILITY

1 10

SUMP

GENERAL LIGHTS

GENERAL RECEPTACLES

GENERAL APPLIANCES

KW1 5

KW1 5

KW1 4

KW1 1

KW1 2

KW1 3

KW1 5

TOTAL CONNECTED LOAD KW35

UTILITY-

120/240V

LOT 2 PNL

200A MCB

120/240V

35KW LOAD

LOT 3 PNL

200A MCB

120/240V

35KW LOAD

LOT 4 PNL

200A MCB

120/240V

35KW LOAD

ELECTRICAL LOAD DETAILS - LOTS 2-4

UTILITY TRANSFORMER

TO UTILITY

2"C-(3)2/0, (1)#6 GND

2"C-(3)2/0, (1)#6 GND 2"C-(3)2/0,

(1)#6 GND

2"C-(3)2/0, (1)#6 GND

BASEBOARD HEAT

DRYER

WATER TANK

RANGE

IF ELECTRIC: # UNITS LOAD

KW1 10

SUMP

GENERAL LIGHTS

GENERAL RECEPTACLES

GENERAL APPLIANCES

KW1 5

KW1 5

KW1 4

KW1 1

KW1 2

KW1 3

KW1 5

TOTAL CONNECTED LOAD KW35

GROUND

METER

UTILITY TRANSFORMER

LEGEND

E8

NE ENTRANCE

ELECTRICAL ONE

LINE DIAGRAM

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

CADD:

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AC

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\S

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TE

C \C

R O

N

IN

, M

EG

H

AN

N

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\Y

EL

L\

D D

\3

1A

_3

4\

C

AD

V2

2D R

AW

IN

G S\

C

IV

IL

\N

E- C

AN

YO

N \C

AN

YO

N \E

4_

EL

EC

TR

IC

AL

_O N

E

LI

N

ES

.D W

G

TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

UTILITY-

120/240V

LOT 2 PNL

200A MCB

120/240V

35KW LOAD

BASEBOARD HEAT

DRYER

WATER TANK

RANGE

IF ELECTRIC: # UNITS LOAD

ELECTRICAL LOAD DETAILS - LOT 1

KW

UTILITY TRANSFORMER

TO UTILITY

1 10

SUMP

GENERAL LIGHTS

GENERAL RECEPTACLES

GENERAL APPLIANCES

KW1 5

KW1 5

KW1 4

KW1 1

KW1 2

KW1 3

KW1 5

TOTAL CONNECTED LOAD KW35

3"C-(3)3/0, (1)#6 GND

LOT 1 PNL

200A MCB

120/240V

35KW LOAD

3"C-(3)3/0, (1)#6 GND

BASEBOARD HEAT

DRYER

WATER TANK

RANGE

IF ELECTRIC: # UNITS LOAD

ELECTRICAL LOAD DETAILS - LOT 2

KW1 10

SUMP

GENERAL LIGHTS

GENERAL RECEPTACLES

GENERAL APPLIANCES

KW1 5

KW1 5

KW1 4

KW1 1

KW1 2

KW1 3

KW1 5

TOTAL CONNECTED LOAD KW35

GROUND

METER

E9

CANYON VILLAGE

ELECTRICAL ONE

LINE DIAGRAM

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

CADD:

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AC

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BB

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AC

KE

TT

\S

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N

TE

C \C

R O

N

IN

, M

EG

H

AN

N

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\Y

EL

L\

D D

\3

1A

_3

4\

C

AD

V2

2D R

AW

IN

G S\

C

IV

IL

\N

E- C

AN

YO

N \C

AN

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N \E

4_

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EC

TR

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

UTILITY-

120/240V

LOT 4 PNL

200A MCB

120/240V

35KW LOAD

LOT 5 PNL

200A MCB

120/240V

35KW LOAD

LOT 6 PNL

200A MCB

120/240V

35KW LOAD

BASEBOARD HEAT

DRYER

WATER TANK

RANGE

IF ELECTRIC: # UNITS LOAD

ELECTRICAL LOAD DETAILS - LOTS 1-10

KW

UTILITY TRANSFORMER

TO UTILITY

1 10

SUMP

GENERAL LIGHTS

GENERAL RECEPTACLES

GENERAL APPLIANCES

KW1 5

KW1 5

KW1 4

KW1 1

KW1 2

KW1 3

KW1 5

TOTAL CONNECTED LOAD KW35

2"C-(3)2/0, (1)#6 GND 2"C-(3)2/0,

(1)#6 GND

2"C-(3)2/0, (1)#6 GND

LOT 3 PNL

200A MCB

120/240V

35KW LOAD

2"C-(3)2/0, (1)#6 GND

LOT 2 PNL

200A MCB

120/240V

35KW LOAD

2"C-(3)2/0, (1)#6 GND

LOT 1 PNL

200A MCB

120/240V

35KW LOAD

2"C-(3)2/0, (1)#6 GND

LOT 7 PNL

200A MCB

120/240V

35KW LOAD

2"C-(3)2/0, (1)#6 GND

LOT 8 PNL

200A MCB

120/240V

35KW LOAD

2"C-(3)2/0, (1)#6 GND

LOT 9 PNL

200A MCB

120/240V

35KW LOAD

2"C-(3)2/0, (1)#6 GND

LOT 10 PNL

200A MCB

120/240V

35KW LOAD

2"C-(3)2/0, (1)#6 GND

GROUND

METER

POWER METER AND TELECOM BOX

COMMUNICATIONS BACKBOARD

PRIMARY PULLING/PAD MOUNT TRANSFORMER VAULT

COMMUNICATIONS VAULT

DRY UTILITY TRENCH

FINISHED GRADE OR PAVING

18"

32"

42"

42"

36"

TOP VIEW (WITHOUT COVER)

24"

6"

4'-0"

ELECT.

4'-0"

4'-0"

SECTION VIEW

COMBINATION 200A METER

SOCKET WITH DISCONNECT

PAINTED NEMA 3R

HINGED STEEL

ENCLOSURE. 24" X 24"

WITH SCREW DOWN

COVER AND PAD LOCK

HASP.

2"C

3"C

1"C

2"

42"

24"

PAINTED NEMA 3R HINGED STEEL

ENCLOSURE. 24" X 24" WITH SCREW

DOWN COVER AND PAD LOCK HASP.

3" ROUND

METAL POST

60"

60"

42"

42"

3"W RECTANGULAR

SUPPORT BRACE

CONCRETE

3,000 PSI MIN.

24" 12"

36" MIN.

SELECTED BACKFILL

METALLIC MARKER TAPE

PVC CONDUIT

SCHEDULE 40

SIZE AS INDICATED,

TYP

PROVIDE OPENING

FOR GROUND ROD6" SUMP DEEP

OVER GRAVEL FILL

2 LIFT HOLES

1-1/4" DIA

16"X12" KNOCKOUT

2 EA. SIDE

4 LIFTING INSERTS

5/8" DIA.

COVER

24"X36" HINGED LOCKING

STEEL COVER

(2) 2" CHANNEL

24" LONG

PROVIDE OPENING

FOR GROUND ROD

6" SUMP DEEP

OVER GRAVEL FILL

LIFT HOLE 1-1/2"

EACH SIDE

KNOCKOUTS

4 EACH SIDE

LIFT HOLE 1-1/2"

EACH SIDE

RECESSED LIFT HANDLE

COVER-SPRING ASSISTED

DIAMOND PLATE W/ LOCKING

LATCH, TRAFFIC RATING H20

PULLING IRON

1 EACH SIDE

KNOCKOUTS

4 EACH SIDE

(4) 5/8" DIA. LIFTING

INSERTS

CONTENT DESIGNATION

(POWER, TEL, ETC.)

4-"C" GALVANIZED

CHANNELS 24" LONG

(2) 2-1/2" DIA.

GROUND ROD

KNOCKOUT

NOTE: PROVIDE 36" MINIMUM COVER

FOR PRIMARY AND SECONDARY

CONDUIT. PROVIDE 24" MIN COVER

FOR ALL OTHER CONDUIT.

NOTE: PROVIDE PAD MOUNT LID PER

UTILITY REQUIREMENTS WHERE PAD

MOUNT TRANSFORMERS ARE LOCATED.

2.5"C. RGS - INCOMING

1.5" C. RGC - OUTGOING

DESIGNED: SUB SHEET NO. TITLE OF SHEET

06/12/2026 YELLOWSTONE NATIONAL PARK

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TECH. REVIEW:

DATE:

DRAWING NO.

OF

326141

PMIS / PKG NO.

SHEET

A/E FIRM

PRIME:

STANTEC

CHEYENNE, WY

JC

JC

198433

BB/PS/AS

E10

ELECTRICAL

AND TELECOM

DETAILS

A

B

C

PRELIMINARY

NOT FOR

CONSTRUCTION

Not for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.

YELLOWSTONE NATIONAL PARK

TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.SUB SHEET NO.DESIGNED:

JC

CADD:

BB/PS/AS

TECH. REVIEW:

LF

DATE:

A/E: FIRM

PRIME:

STANTEC

CHEYENNE, WY

SHEET

OF

P

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V

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O

N

198433

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/2

:4

:0

P M

A u to d e sk

D o c s:

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N

P S /0 a rc h b d r.

rv t

SHEET INDEX & CODE

INFORMATION

326141A000

06/12/2026

ARCHITECTURAL SHEET INDEX

NO. DRAWING NAME

GENERAL

A000 SHEET INDEX & CODE INFORMATION

ARCHITECTURAL

A005B 2BR ABA DOOR & WINDOW TYPES / SCHEDULES / DETAILS

A005C 3BR DOOR TYPES / SCHEDULES / DETAILS

A005D 3BR ABA DOOR TYPES / SCHEDULES / DETAILS

A006C 3BR WINDOW TYPES / SCHEDULES / DETAILS

A006D 3BR ABA WINDOW TYPES / SCHEDULES / DETAILS

A101A 2BR FLOOR & REFLECTED CEILING PLAN

A101B 2BR ABA FLOOR & REFLECTED CEILING PLAN

A101C 3BR FLOOR PLAN

A101D 3BR ABA FLOOR PLAN

A102C 3BR REFLECTED CEILING PLAN

A102D 3BR ABA REFLECTED CEILING PLAN

A200A 2BR ELEVATIONS

A200B 2BR ABA ELEVATIONS

A200C 3BR ELEVATIONS

A200D 3BR ABA ELEVATIONS

A610B 2BR ABA INTERIOR ELEVATIONS

A610C 3BR INTERIOR ELEVATIONS

A610D 3BR ABA INTERIOR ELEVATIONS

A901B 2BR ABA RENDERINGS

A901C 3BR RENDERINGS

A901D 3BR ABA RENDERINGS

PLUMBING

9. COMPLIANCE WITH IWUIC AND THE APPLICABLE FIRE-RESISTIVE

CONSTRUCTION REQUIREMENTS OF NPS REFERENCE MANUAL 58 ARE

REQUIRED.

8. PROVIDE PROPERLY SIZED WALLS TO ALLOW DRILLING & NOTCHING

COMPLIANCE PER R 602.6.

7. ALL CONCENTRATED FRAMING LOADS TO TRANSFER TO FOUNDATION.

6. BACKWATER VALVE MAY BE REQUIRED PER UPC 710.1. PLUMBER TO

VERIFY.

5. WATER HEATER TO BE 40 GAL FOR 2 BEDROOM & 60-80 FOR 3

BEDROOM

4. WATER HEATER SEISMIC STRAPS REQUIRED PER UPC 508.2.

3. WATER HEATER TP VALVE TO TERMINATE PER UPC 608.5 & 508.5 SEE

ALSO A.R.M.

2. FLOOR DRAINS REQUIRE TRAP SEAL PROTECTION PER UPC 1007.

1. FIREBLOCKING THROUGHOUT TO COMPLY WITH R 302.11.

CODE NOTES

*Minimum Requirements Above

Crawl Space Wall R-Value

15ci or 19 or 13&5ci

15ci or 19 or 13&5ci

Floor

30 or 19&7.5ci or

20ci

Wood-Framed Wall

30 or 20&5ci or 13&10ci or 0&20ci

30 or 20&5ci or 13&10ci or 0&20ci

Insulation Entirely Above Roof Deck

49 above ceiling & below deck

30ci or 38 above ceiling and below deck

Glazed Vertical Fenestration SHGC NR NR

Vertical Fenestration (U-factor)

0.3 *0.32 shall apply above 4,000 ft

0.28 *0.30 shall apply above 4,000 ft

2021 2024

Climate Zone 6B Requirements

Architectural Barriers Act

2024 International Wildland-Urban Interface Code

2024 International Fire Code

2017 ANSI 117.1

2024 International Energy Conservation Code

2024 International Fuel Gas Code

2024 International Mechanical Code

2023 National Electric Code

2021 Uniform Plumbing Code

2024 International Residential Code

2024 International Building Code

SITE CONDITIONS AND APPLICABLE CODES MAY VARY BY

JURISDICTION. IT IS THE RESPONSIBILITY OF THE CONTRACOTR AND

MANUFACTURER TO VERIFY ALL LOCAL REQUIREMENTS PRIOR T...

THESE DRAWINGS REPRESENT A CONFORMANCE SET AND ARE

INTENDED TO ILLUSTRATE DESIGN INTENT. ALL MODULAR UNITS

MUST BE REVIEWED, APPROVED, AND STAMPED BY THE MODULAR

UNIT MANUFACTURER PRIOR TO FABRICATION AND INSTALLATION.

APPLICABLE BUILDING CODES

ARCHITECTURAL SHEET INDEX

NO. DRAWING NAME

P101A 2BR PLUMBING PLAN

P101B 2BR ABA PLUMBING PLAN

P101C 3BR PLUMBING PLAN

P101D 3BR ABA PLUMBING PLAN

ELECTRICAL

E101A 2BR ELECTRICAL PLAN

E101B 2BR ABA ELECTRICAL PLAN

E101C 3BR ELECTRICAL PLAN

E101D 3BR ABA ELECTRICAL PLAN

ARCHITECTURAL

A001 STANDARD ABBREVIATIONS, SYMBOLS, & NOTES

ARCHITECTURAL

A002 TYPICAL MOUNTING HEIGHTS

ARCHITECTURAL

A003 ASSEMBLY

ARCHITECTURAL

A005A 2BR DOOR & WINDOW TYPES / SCHEDULES / DETAILS

ARCHITECTURAL

A610A 2BR INTERIOR ELEVATIONS

ARCHITECTURAL

A901A 2BR RENDERINGS

06/18/2026

A802

1 SIM

DETAIL NUMBER

SHEET ON WHICH

DETAIL IS SHOWN

A101

A1

DETAIL CALLOUTS

EXTERIOR ELEVATIONS

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

A101

1 Ref

R ef

1 Ref

R ef

INTERIOR ELEVATIONS

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

A909

SIM

1_______ BUILDING SECTIONS

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

A909

SIM

1_______

A909

SIM

1_______ WALL SECTIONS

SECTION NUMBER

SHEET ON WHICH

SECTION IS SHOWN

FLOOR

0'-0"

FLOOR OR ROOF LEVEL NAME

VERTICAL ELEVATION

NORTH ARROW

1 DRAWING REVISION

A101

1 Ref

PROJECT

NORTH

MATCH LINE

TRUE

NORTH

GENERAL SYMBOLS LEGEND

A

B

C

PRELIMINARY

NOT FOR

CONSTRUCTION

Not for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.

YELLOWSTONE NATIONAL PARK

TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.SUB SHEET NO.DESIGNED:

JC

CADD:

BB/PS/AS

TECH. REVIEW:

LF

DATE:

A/E: FIRM

PRIME:

STANTEC

CHEYENNE, WY

SHEET

OF

P

LO

T D

A

TE

R

EV

IT

V

ER

SI

O

N

198433

/1

/2

:4

:0

P M

A u to d e sk

D o c s:

Y

E

LL

N

P S /0 a rc h b d r.

rv t

STANDARD

ABBREVIATIONS,

SYMBOLS, & NOTES

326141A001

06/12/2026

Abbreviations

ADJ ADJACENT/ADJUSTABLE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE NO.

ALUM ALUMINUM

ANOD ANODIZED

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATELY

ARCH ARCHITECT

ASSY ASSEMBLY

AUTO AUTOMATIC/AUTOMATION

AVG AVERAGE

AWI AMERICAN WOODWORKING INSTITUTE

B/B BACK TO BACK

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BOT BOTTOM

BSMT BASEMENT

BTWN BETWEEN

C / C CENTER TO CENTER

CAB CABINET

CBB CEMEMTITOUS BACKER BOARD

CEM CEMENT

CER CERAMIC

CF CUBIC FOOT / FEET

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/OI CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTER FLASHING

CFMF COLD FORMED METAL FRAMING

CG CORNER GUARD

CIP CAST IN PLACE

CJ CONTROL JOINT / CONSTRUCTION JOINT

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

COND CONDITION

CONST CONSTRUCTION

CONT CONTINUE / CONTINUATION / CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

COP COPING

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CU FT CUBIC FOOT / CUBIC FEET

CU YD CUBIC YARDS

CW COLD WATER

D DEPTH / DEEP

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DETN DETENTION

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DMPF DAMPPROOFING

DN DOWN

DR DOOR / DRAIN

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

E EAST

EA EACH

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL REFERENCE ELEVATION

ELEC ELECTRIC / ELECTRICAL

ELEV ELEVATOR / ELEVATION

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER / ENGINEERING

EPDM ETHYLENE PROPYLENE DIENE MONOMOR

EQ EQUAL

EQL SP EQUALLY SPACED

EQUIP EQUIPMENT

EST ESTIMATE

ETC ET CETERA

EW EACH WAY

EXIST EXISTING

EXP EXPOSED / EXPAND / EXPANSION

EXT EXTERIOR / EXTERNAL / EXTINGUISHER

F / F FACE TO FACE

F F EL FINISHED FLOOR ELEVATION

FA FIRE ALARM / FACE AREA / FRESH AREA

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDTN FOUNDATION

Abbreviations

FDV FIRE DEPARTMENT VALVE CABINET

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIN GR FINISHED GRADE

FIXT FIXTURE

FL FLOW LINE / FLOOR LINE

FLR FLOOR / FLOORING

FRT FRAME / FIRE RATED / FIRE RETARDANT

FT FOOT / FEET / FIRE TREATED / FULLY TEMPERED

FTG FOOTING

FURG FURRING

FURN FURNISH / FURNITURE

FUT FUTURE

GA GAGE

GAL GALLONS

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERAL / GENERATOR

GI GALVANIZED IRON

GL GLASS / GROUND LEVEL

GLZ GLAZING

GND GROUND

GYP BD GYPSUM BOARD

GYP SHTG GYPSUM SHEATHING BOARD.

HDW HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HT HEIGHT

HVAC HEATING VENTILATION AND AIR CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

IF INSIDE FACE / INTAKE FAN

IN INCHES

INCL INCLUDING

INSTL INSTALL

INSUL INSULATE / INSULATION

INT INTERIOR / INTERNAL

J BOX JUNCTION BOX

JAN JANITOR

JAN CLO JANITOR CLOSET

JT JOINT

KIT KITCHEN

LAB LABORATORY

LAM LAMINATE

LAV LAVATORY

LBS POUNDS

LF LINEAR FEET

LPT LOW POINT

LT LIGHT

LTG LIGHTING

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MED MEDIUM

MEMB MEMBRANE

MFG MANUFACTURING

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MOD BIT MODIFIED BITUMEN

MR MOISTURE RESISTANT

MTD MOUNTED

MTL METAL

N NORTH

N/A NOT APPLICABLE

NCOMBL NONCOMBUSTIBLE

NEG NEGATIVE

NIC NOT IN CONTACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

O/O OUT TO OUT

OA OVERALL / OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER / OUTSIDE DIMENSION

OF OUTSIDE FACE

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/OI OWNER FURNISHED/OWNER INSTALLED

OH OPPOSITE HAND / OVERHEAD / OVERHANG

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

ORS OVERFLOW ROOF SCUPPER

PAT PATTERN

PBD PARTICLE BOARD

PCC PRECAST CONCRETE

PERF PERFORATED

PERM PERMANENT

PL PLATE / PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER / PLASTIC

Abbreviations

PLBG PLUMBING

PLYWD PLYWOOD

PNL PANEL

POL POLISHED

PR PAIR / PIPE RAIL

PREFAB PREFABRICATED

PREFIN PREFINISHED

PRELIM PRELIMINARY

PREP PREPARATION

PROJ PROJECT

PT PAINT / PRESSURE TREATED

PT CONC POST TENSION CONCRETE

PTD PAINTED / PAPER TOWEL DISPENSER

PTN PARTITION

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RADIUS / RISER

RA RETURN AIR

RB RUBBER BASE / RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REBAR REINFORCED STEEL BAR

REC RECESSED

REF REFERENCE / REFRIGERATOR

REINF REINFORCED / REINFORCEMENT

REM REMOVE

REQD REQUIRED

REV REVISION

RGD INS RIGID INSULATION

RLG RAILING

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RP REFERENCE POINT

RTG RATING

RVL REVEAL

S SOUTH

SALV SALVAGE

SAN SANITARY

SCHED SCHEDULE / SCHEDULED

SCHEM SCHEMATIC

SCWD SOLID CORE WOOD DOOR

SEC SECOND

SECT SECTION

SF SQUARE FOOT / SQUARE FEET / SUPPLY FAN

SGL SINGLE

SHT SHEET

SHT MTL FLASH SHEET METAL FLASHING

SHTHG SHEATHING

SIM SIMILAR

SLNT SEALANT

SM SHEET METAL / SMALL / SURFACE MOUNTED

SMACNA SHEET METAL AIR CONDITIONING CONTRACTOR'S NATIONAL

ASSOCIATION

SPEC SPECIFICATION(S)

SPLY SUPPLY

SPRT SUPPORT

SQ SQUARE

SST STAINLESS STEEL

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STL JST STEEL JOIST

STOR STORAGE

STRUC STRUCTURAL

SURF SURFACE

SUSP SUSPENDED

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TEL TELEPHONE

TEMP TEMPERATURE / TEMPORARY

THK THICK / THICKNESS

THRES THRESHOLD

THRU THROUGH

TO TOP OF ____

TOC TOP OF CONCRETE / TOP OF CURB

TOJ TOP OF JOIST

TOW TOP OF WALL

TRTD TREATED

TS TUBE STEEL

TYP TYPICAL

UL UNDERWRITER'S LABORATORIES

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

VAR VARIES

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VNR VENEER

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

Abbreviations

W WEST / WIDTH / WIDE

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WC WATER CLOSET / WALL COVERING

WD WOOD / WOOD DOOR

WDW WINDOW

WF WIDE FLANGE

WH WATER HEATER

WP WATERPROOFING / WORKING POINT

WR WATER RESISTANT / WEATHER RESISTANT

WT WEIGHT

YD YARD / YARDS

ALL EXTERIOR WALLS TO BE 2X6 STUDS AT 16" o/c TYPICAL. ALL WALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 6 OF 2021 IRC CODE. INTERIOR WALLS TO BE 2X4 AT 16" o/c

UNLESS NOTED OTHERWISE. ALL WALLS TO MEET MIN. IECC 2021 INSULATION.

ALL FINISH MATERIALS SHALL CONFORM TO IBC & IRC FOR FLAME SPREAD AND SMOKE

DEVELOPMENT, REFER TO SPECIFIC MATERIAL SPECIFICATION SECTIONS AND FINISH SCHEDULE

FOR ADDITIONAL REQUIREMENTS. CONTRACTOR TO BE FAMILIAR WITH REQUIREMENTS AND

PROVIDE DOCUMENTATION WITH MATERIAL SUBMITTALS FOR REVIEW.

FOR THE PURPOSE OF PRICING/ESTIMATES, WHEN THERE IS A CONFLICT/DISCREPANCY IN THE

DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL PRICE THE HIGHER COST ITEM.

THE CONTRACTOR SHALL MAINTAIN A CURRENT/UPDATED RECORD OF DRAWINGS ON SITE AT

ALL TIMES.

EACH INSTALLER SHALL EXAMINE THE SUBSTRATE CONDITION AND/OR SITE CONDITIONS WHICH AFFECT THE QUALITY OF EACH PRODUCT TO BE INSTALLED. IF ANY CONDITIONS EXIST WHICH WILL HAVE A DETRIMENTAL EFFECT ON THE QUALITY OF THE INSTALLATION, THE INSTALLER SHALL

IMMEDIATELY ADVISE THE CONTRACTOR. INSTALLATION SHALL NOT PROCEED UNTIL THE

UNSATISFACTORY CONDITIONS ARE CORRECTED. INSTALLATION OF PRODUCTS SHALL SIGNIFY

ACCEPTANCE BY THE INSTALLER OF THE SUBSTRATE CONDITIONS.

THE CONTRACTOR SHALL BECOME FAMILIAR WITH AND COMPLY WITH OWNER’S PROCEDURES

FOR MAINTAINING A SECURE SITE AND BUILDING.

THE CONTRACTOR SHALL PROMPTLY REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION

AND DEMOLITION DEBRIS. THE CONTRACTOR SHALL OBTAIN APPROVAL OF OWNER FOR DETAILS

RELATED TO ALL SITE ACCESS AND REMOVAL PLANS.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS, METHODS AND SEQUENCES OF

CONSTRUCTION.

THE CONTRACTOR SHALL PROVIDE AND COORDINATE ALL BLOCK-OUTS, SLEEVES, INSERTS,

BOLTS, PLATES, ETC. FOR ALL TRADES PRIOR TO PLACING CONCRETE.

THE DRAWINGS SHALL NOT BE REPRODUCED FOR SUBMITTALS. DRAWINGS OR PORTIONS

THEREOF USED FOR SUBMITTALS WILL BE REJECTED AND RETURNED TO THE CONTRACTOR

WITHOUT THE APPROVAL OF THE ARCHITECT.

9 THE CONTRACTOR SHALL COORDINATE ALL WORK WITH APPLICABLE UTILITY PROVIDERS.

THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND SIMILAR RELEASES REQUIRED FOR

THE CONSTRUCTION AND OCCUPANCY OF THE PROJECT. THE CONTRACTOR SHALL FURNISH

COPIES OF ALL SUCH ITEMS TO THE OWNER AND ARCHITECT WITHIN 10 DAYS OF RECEIPT OF

SUCH ITEMS. IF PERMITS ARE ISSUED SUBJECT TO CERTAIN CONDITIONS OR REVISIONS TO THE

WORK OR IF PERMITS ARE DELAYED FOR ANY REASON, THE CONTRACTOR SHALL IMMEDIATELY

NOTIFY THE OWNER AND ARCHITECT.

THE CONTRACTOR IS RESPONSIBLE TO UNDERSTAND AND COMPLY WITH ALL APPLICABLE LAWS,

CODES, REGULATIONS AND ORDINANCES OF THE PLACE (CITY, COUNTY,DISTRICT, AND STATE)

WHERE THE PROJECT IS LOCATED.

THE DRAWINGS MAY MAKE REFERENCE TO AND/OR ILLUSTRATE ITEMS WHICH ARE NOT PART OF

THE WORK OF THE CONTRACT. THESE ‘NOT IN CONTRACT’ ITEMS AS INDICATED ARE REFERENCED

AND/OR ILLUSTRATED FOR THE CONTRACTORS REFERENCE, INFORMATION AND COORDINATION

ONLY.

THE CONTRACTOR SHALL IDENTIFY AND NOTIFY IN WRITING TO THE ARCHITECT CONFLICTS

BETWEEN THE WORK OF DIFFERENT PARTIES, AND DISCREPANCIES BETWEEN THE DOCUMENTS

AND THE ACTUAL CONDITIONS AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE

AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL

DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT DOCUMENTS MUST BE

APPROVED IN ADVANCE BY THE ARCHITECT AND OWNER PRIOR TO PROCEEDING.

THE DRAWINGS AND SPECIFICATIONS ESTABLISH MINIMUM REQUIREMENTS FOR THE DESIGN AND

CONSTRUCTION OF THE PROJECT.

THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE

WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE CROSS

REFERENCE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR

UTILIZED BY THE CONTRACTOR.

IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL

SUB-CONTRACTORS, TRADES AND SUPPLIERS WITH REQUIREMENTS OF THE CONTRACT BEFORE

COMMENCING CONSTRUCTION, AND ASSURE THAT ALL PARTIES ARE AWARE OF ALL

REQUIREMNTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT

DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.

THE FOLLOWING GENERAL NOTES APPLY TO THE ENTIRE SET OF DRAWINGS AND ARE NOT

SPECIFIC TO ANY ONE DISCIPLINE.

GENERAL NOTES

F10

FIRE EXTINGUISHER LOCATIONS TO BE PROVIDED PER IBC/IFC AND NFPA 10.

EXTINGUISHERS WITHIN MODULAR UNITS BY MODULAR MANUFACTURER.

F9

120 VOLT COMBO PHOTO ELECTRIC SMOKE/CARBON MONOZICE

DETECTORS WITH BATTERY BACK UP, INTER-TIED SO THAT ACTIVATION OF A

SINGLE DETECTOR CAUSES ALL DETECTORS TO GO INTO ALARM. ALL

EQUIPMENT TO BE RATED TO MEET NFPA 72.

F8

SUBMIT FIRE SUPRESSION DESIGN FOR CO APPROVAL. FIRE SUPPRESSION

DESIGN SHALL BE REVIEWED BY THE NPS REGIONAL STRUCTURAL FIRE...

F7

INTERIOR SPINKLER SYSTEM TO COMPLY WITH NFPA 13D STANDARD FOR THE

INSTALLATION OF SPRINKLER SYSTEMS IN ONE- AND TWO- FAMILY DWELLING

AND MANUFACTURED HOMES.

F6

NICET II MIN. FOR THE INSTALLATION OF AUTOMATIC SPRINKLER SYSTEMS.

NICET III MIN. FOR PROJECT OVERSIGHT NICET IV FOR SPRINKLER DESIGN.

F5

FIRE ALARM IS THE BE INSTALLED TO NFPA 72 AND NFPA 70 (NEC), AS 120V,9V

SMOKE DETECTORS WITH A 120V EXTERIOR HORN STROBE; DETECTORS TO BE

INTERCONNECTED.

F4

SPRINKLERS MADE OF CROSS-LINKED POLYETHYLENE PIPE(PEX OR EQUAL) TO

BE ALLOWED IN CEILINGS AS LONG AS ALL APPLICABLE CODES ARE MET.

F3 FIRE SUPPRESSION SYSTEMS SHALL BE DESIGNED TO MEET NFPA 13D.

F2

THE CONTRACTOR IS RESPONSIBLE FOR CONTRACTING AND

COORDINATING FIRE ALARM AND SUPRESSION SUBS TO ENSURE

COMPLIANCE WITH LATEST BUILDING CODE.

F1

FIRE SUPPRESSION SYSTEMS SHALL BE PROVIDED BY THE MODULAR BUILDING

MANUFACTURER AND SHALL BE DESIGNED IN ACCORDANCE WITH THE

REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) AND

NPS REFERENCE MANUAL 58 REQUIREMENTS.

FIRE SUPPRESSION & DETECTION

P5

WATER HEATERS TO BE ELECTIC & A 50 GALLON MIN. FOR ALL TWO

BEDROOM MODULES & A 66 GALLON MIN. FOR ALL THREE BEDROOM

MODULES.

P4

ALL FAUCETS AND BARS TO BE SATIN NICKEL UNO. ALL TOILETS TO BE

ELONGATED UNO. ALL KITCHEN SINKS TO BE UNDER-COUNTER MOUNTED

STAINLLESS STEEL UNO.

P3

WINTERIZATION DRAIN LOCATED IN THE CRAWL SPACE AND DRAINED TO THE

EXTERIOR OF THE MODULAR BUILDING PAST THE FOUNDATION WALL WITH AN

EXTERIOR FROST FREE VALVE. ALL WATER PIPING TO BE DESIGNED FOR UNITS

TO BE FULLY DRAINED FOR WINTERIZATION.

P2

ALL PLUMBING TO CONFORM TO U.P.C. (2021 EDITION) AND HIGHEST

STANDARDS OF THE TRADE. ALL WATER LINES TO BE COPPER OR PLASTIC AND

ALL SEWER LINES TO BE MIN. SCH 40 PVC. GAS LINES SHALL BE BLACK IRON

PER CODE. FIXTURES LOCATIONS SHALL BE INCLUDED IN SHOP DRAWINGS

AND SHALL BE SPECIFIED AND INSTALLED BY MODULAR BUILDING

MANUFACTURER. PLUMBING CONTRACTOR TO OBTAIN ALL NECESSARY

PERMITS. PLUMBER SHALL VERIFY LOCATION TO SEWER AND WATER MAINS

AND MAKE SERVICE CONNECTIONS AS REQUIRED. BURIED WATER SERVICE

TO BE HDPE PIPE.

P1

PLUMBING SYSTEMS SHALL BE PROVIDED BY THE MODULAR BUILDING

MANUFACTURER AND SHALL MEET ALL APPLICABLE LOCAL CODES AND GSA

REQUIREMENTS.

PLUMBING

E5 ALL INTERIOR LIGHTING TO BE LIGHT EMITTING DIODE (LED) U.N.O.

E4

EXTERIOR LIGHTING TO BE FULLY SHIELDED, MAX 2 FOOT CANDLES, 3,000K

MAX.(LED).

E3

NIGHT SKY: PROJECT SHALL COMPLY WITH NPS AND PARK LIGHTING

GUIDLINES TO REDUCE IMPACTS TO THE NIGHT SKY AND WILDLIFE. THIS WILL

INCLUDE, BUT IS NOT LIMITED TO, LOW-LEVEL LIGHTING, MINIMIZED GLARE,

DOWNWARD FOCUSED LIGHT FIXTURES, AND ENERGY EFFICIENT LIGHT

SOURCES SUCH AS LOW-PRESSURE SODIUM LAMPS.

E2

ALL ELECTRICAL SHALL CONFORM TO N.E.C (2023 EDITION) AND ALL

APPLICABLE STATE CODES. ALL SERVICES SHALL BE COPPER AND ALL WIRING

TO BE MIN. 14-2 COPPER W/ GRD. ELEC. CONTRACTOR SHALL OBTAIN

NECESSARY STATE PERMITS. FIXTURES SHALL BE SPECIFIED AND INSTALLED BY

MODULAR BUILDING MANUFACTURER, AS APPROVED THROUGH SHOP

DRAWINGS.

E1

ELECTRICAL SYSTEMS SHALL BE PROVIDED BY THE MODULAR BUILDING

MANUFACTURER AND SHALL CONFORM TO ALL APPLICABLE LOCAL

JURISDICTIONAL CODES AND GSA STANDARDS.

ELECTRICAL

M5 WOOD STOVE TO BE EPA COMPLIANT

M4

THERMOSTAT CONTROL FOR ALL COVE STYLE HEATING TO BE PROVIDE IN

EACH ROOM. LOCATIONS SHALL BE INCLUDED IN SHOP DRAWINGS.

M3

HEATING SHALL BE INSTALLED BY CERTIFIED HEATING CONTRACTOR AND

SHALL BE OF TYPE SPECIFIED AND INSTALLED BY MODULAR BUILDING

MANUFACTURER. SHOP DRAWINGS SHALL INCLUDE LOCATIONS OF ALL

HEAT REGISTERS AND RETURNS.

M2

THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH

MECHANICAL SUB-CONTRACTOR AND NOTIFY ARCHITECT WITH

DISCREPANCIES IN THE FIELD.

M1

MECHANICAL SYSTEMS SHALL BE PROVIDED BY THE MODULAR BUILDING

MANUFACTURER & SHALL COMPLY WITH ALL APPLICABLE LOCAL CODES

AND GSA REQUIREMENTS.

MECHANICAL

DISCIPLINE NOTES

30" MIN CLR

M

A X

(B) 10"-24"

(A) 0" TO 20"

M

IN

M

A X

4" MAX

(B

M

A X

(A

M

A X

(B) 20" TO 25" MAX

M

IN

11" MIN6" MAX

8" MIN

M

IN

M

IN

12" MAX 42" MIN

39" MIN TO 41" MAX

M

IN

T

O

M A

X

M

IN

T

O

M A

X

M

IN

54" MIN

M

IN

12" MIN24" MIN

M

IN

T

O

M A

X

36" MIN

24" MIN

42" MAX

36" MAX

M

A X

M

IN

/2

M

IN

M

IN 6"

3'-0"

M

IN

60" MIN

60" MIN

M

IN

6" MAX

15" MAX

M

A X

A B

O V

E G

R A

B B

A R

5'-0"

M

IN

M

A X

M

A X

A B

O V

E G

R A

B B

A R

27" MAX

16" MIN

M A

X

(A) 0" TO 10" MAX

(B

M

A X

(A

M

A X

M

IN

H G

T O

F L

A V

/S

IN

K S

M

A X

2 1/2" MAX

/2

M A

X

M A

X

15" MIN - 16" MAX

22" MIN - 23" MAX

A

F F

4" 4"

UNLIMITED

UNLIMITED

UNLIMITED

1'-2"4" 4"

M

IN

T

O

M A

X

12" MIN

TOE CLEARANCES [306.2]

KNEE CLEARANCES [306.3]

HEIGHT OF LAVS/SINKS [606.3]

REACH RANGES [308]

PROTRUDING OBJECTS [307]

CIRCULATION

AISLE

TOE CLEARANCE

KNEE CLEARANCE

MAX REACH HEIGHT

OBSTRUCTION

LIMITS

MIN REACH HEIGHT

IF UNOBSTRUCTED

INCLUDING BUT

NOT LIMITED TO

OUTLETS AND

JUNCTION BOXES

(TYP.)

INCLUDING BUT

NOT LIMITED TO

HIGH OUTLETS,

INTERCOMS,

THERMOSTATS,

FIRE ALARM PULL,

CARD READERS,

ARMING

STATIONS

BATHROOM

HEIGHT

PROTRUDING

DISPENSER (DARK GREY)

RECESSED DISPENSER

(DASHED)

WHEELCHAIR ACCESSIBLE COMPARTMENT GRAB BAR AND

DISPENSER LOCATION

TRANSFER-TYPE SHOWER COMPARTMENT SIZE AND

CLEARANCE(CONTROL WALL)

SHOWER

CONTROL

AND

HANDSHOWER

LOCATION

MIN SIDE REACH IF

UNOBSTRUCTED

MAX SIDE REACH

MAX HEIGHT OF

SIDE OBSTRUCTION

TOE

CLEARANCE

WATER CLOSET AND TOILET COMPARTMENTS [604] SHOWER COMPARTMENTS [608] L SHAPE SHOWER COMPARTMENT SEAT [610]

(B) L-SHAPED SEAT

(A) RECTANGLE SEAT

FOLDING

SHOWER

SEAT

ACCESSIBLE FORWARD REACH RANGES AND CLEARANCES

DIAGRAM (SIDE VIEW)

ACCESSIBLE SIDE REACH RANGES AND CLEARANCES

DIAGRAM (SIDE VIEW)

ACCESSIBLE FORWARD REACH CLEARANCES DIAGRAM (PLAN

VIEW)

L-SHAPED SHOWER COMPARTMENT

CONTROL WALL

LOCKER

NOTE: AT LEAST

5% (NOT LESS

THAN 1) LOCKERS

SHALL BE

ACCESSIBLE.

PROVIDE 30"X48"

CLEAR SPACE

FOR PARALLEL

APPROACH.

TYPICAL ACCESSIBLE FIXTURE

HEIGHTS DIAGRAM

NOTE: OPERABLE PARTS SHALL BE

OPERABLE WITH ONE HAND AND

SHALL NOT REQURE TIGHT

GRASPING,

PINCHING OR TWISTING OF THE

WRIST. THE FORCE REQUIRED SHALL

BE 5LB MAX.

GRAB HEIGHT

NOTE: OPERABLE PARTS SHALL BE OPERABLE WITH

ONE HAND AND SHALL NOT REQURE TIGHT

GRASPING,

PINCHING OR TWISTING OF THE WRIST. THE FORCE

REQUIRED SHALL BE 5LB MAX.

OPERABLE PARTS [309.4]

ACCESSIBLE

ROBE HOOK

WHEELCHAIR ACCESSIBLE COMPARTMENT GRAB BAR/TOILET

LOCATION AND CLEARANCE

OPERABLE PARTS [309.4]

LIMITS OF PROTRUDING OBJECTS DIAGRAM

(SIDE VIEW)

PROTRUDING OBJECTS [307]

REDUCED VERTICAL CLEARANCE DIAGRAM (SIDE VIEW)

REACH RANGES [308]

SHOWER COMPARTMENTS [608]

ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE

DIAGRAM (PLAN VIEW)

SHOWER COMPARTMENTS [608]

LIGHT

SWITCH

DUPLEX

OUTLET

(TYP.)

DUPLEX

OUTLET

(HIGH)

DESK

INTERCOM

OUTLET

TELEPHONE

OR DATA

OUTLET

THERMOSTAT

OR FIRE ALARM

SPECIAL

PURPOSE

OUTLETS

SPECIAL

PURPOSE

OUTLETS

JUNCTION

BOX

SWITCH AT

DOOR OR CASED

OPENING

AUDIBLE &

VISUAL FIRE

ALARM

SECURITY

STROBE LIGHT

(BLUE LIGHT)

ELECTRICAL PANEL

BOARD

(RECESSED)

FIXED SHOWER

HEAD

FLEXIBLE 60"

SHOWER SPRAY

HOSE

FLEXIBLE 60"

BATHTUB SPRAY

HOSE

SINGLE LEVER

SHOWER MIXING

VALVE

RECESSED

SHOWER STALL

SOAP DISH

ACCESSIBLE

ROBE HOOK

GRAB BARS IN ACCESSIBLE

SHOWER (CONTROL WALL)

SHOWER CURTAIN

ROD

ACCESSIBLE

SHOWER PLAN

NOTE: CA REQUIREMENT

ACCESSIBLE SINK PLAN ACCESSIBLE LAVATORY HC W.C. ACCESSIBLE WATER

CLOSET (SIDE VIEW)

DRINKING FOUNTAIN OR WATER

COOLER (SIDE VIEW) THRESHOLD ON ACCESSIBLE

PATH

M

IN

L O

W R

E A

C H

M A

X F

O R

W A

R D

R E

A C

H

1' -6

M A

X F

O R

W A

R D

R E

A C

H

3'-0"

4' -0

5' -0

5' -0

2' -0

M

T G

B R

A C

K E

T

3' -2

B

O T

O F

M T

G B

R A

C K

E T

4' -0

T

O P

O F

M T

G B

R A

C K

E T

3' -4

3' -4

4' -0

3'-0"

3' -0

MIN

5'-0"

FOLDING SHOWER SEAT

SLOPE TO DRAIN 1/2"

PER FOOT MAX.

SHOWER GRAB BARS

M A

X

1' -7

2'-6"

4' -0

8" MIN

6" MAX

9" M

IN

2' -5

M

IN

C

LR

3' -4

M

A X

2' -1

0" M

A X

T O

R

IM

LAVATORIES ADJ TO A WALL SHALL BE

MOUNTED 18" MIN (OR GREATER AS

INDICATED ON PLANS) FROM ADJ WALL TO

CENTERLINE OF FIXTURE.

1' -5

WATER CLOSETS SHALL BE MOUNTED 18"

FROM ADJACENT WALL OR TOILET PARTITION

TO CENTERLINE OF FIXTURE.

1' -5

T

Y P

1'-5" TO 1'-7"

8" MIN

6" MAX

2' -3

M

IN

9" M

IN

1/ 4"

M A

X

1/ 2"

M A

X

5' -0

WALL MOUNTED FE COAT HOOKS (WALL-

MTD)

COAT HOOKS

(DOOR-MTD)

MIRROR

(WALL MOUNT)

MIRROR ABOVE COUNTER

3'-0"

1'-8"

4' -0

SEE PLAN

2' -6

4"

4"

3' -0

M

IN

F

O R

C O

N T

R O

LS

24" MAX

M

IN

C

LR

5' -0

18" MIN

CLR

32" MIN,

SINGLE OCCUPANCY TOILET

MIN

1'-6"

MAX. 12" ENCROACHMENT WITH A MIN. 67" LANDING FOR DOORS

THAT SWINGS INWARD; MAX 10" OVERLAP OF KNEE AND TOE

4' -0

3' -9

CLEAR FLOOR SPACE REQUIREMENTS

BOTTOM OF

MIRROR

1' -0

M

IN

6' -0

M

A X

M A

X S

ID

E

R E

A C

H

M

A X

S

ID

E R

E A

C H

M

IN

L O

W R

E A

C H

M

IN

. F O

R C

O N

T R

O L

M

IN

L O

W R

E A

C H

M A

X F

O R

W A

R D

R E

A C

H

M A

X S

ID

E

R E

A C

H

3'-4"

MAX

12"

42"

36" 6"

TOILET TISSUE

DISPENSER

M A

X

CLEAR WIDTH AT 180° TURNA

T-SHAPED TURNING SPACE

C

(6

M

IN

M

IN

(36" MIN)

3'-6" MIN

(36" MIN)

3'-6" MIN

1'-0" MIN 3'-0" MIN 1'-0" MIN

M

IN

M

IN 5

M

IN

5'-0" MIN

THE SPACE SHALL

BE PERMITTED TO

INCLUDE KNEE AND

TOE CLEARANCE

ONLY AT THE END

OF EITHER THE

BASE OR ONE ARM.

THE SPACE

SHALL BE

PERMITTED TO

INCLUDE KNEE

AND TOE

CLEARANCE.

CIRCULAR TURNING SPACE

B

WHEEL CHAIR TURNING SPACE AND TOE AND KNEE CLEARANCES

A

B

C

PRELIMINARY

NOT FOR

CONSTRUCTION

Not for permits, pricing or other official purposes. This document has not been completed or checked and is for general information or comment only.

YELLOWSTONE NATIONAL PARK

TITLE OF SHEET

PMIS/PKG NO.

DRAWING NO.SUB SHEET NO.DESIGNED:

JC

CADD:

BB/PS/AS

TECH. REVIEW:

LF

DATE:

A/E: FIRM

PRIME:

STANTEC

CHEYENNE, WY

SHEET

OF

P

LO

T D

A

TE

R

E V

IT

V

E R

SI

O

N

198433

:4

:0

P M

A u to d e sk

D o c s:

Y

E L L N

P S /0 a rc h b d r.

rv t

TYPICAL MOUNTING

HEIGHTS

326141A002

06/12/202606/18/2026

CONTINUOUS METAL

RIDGE VENT

STANDING SEAM METAL ROOF; RE:

SECTION 07 41 13.16 STANDING METAL

ROOF PANELS

UNDERLAYMENT; RE:

SECTION 07 41 13.16 STANDING METAL

ROOF PANELS

SHEATHING; RE:

SECTION 06 16 00 SHEATHING

PREFINISHED FLEXIBLE METAL

FLASHING

VENTILATED SOFFIT; RE:

SECTION 07 46 46 FIBER-CEMENT

SIDING

FIBER CEMENT SIDING; RE:

SECTION 07 46 46 FIBER-CEMENT

SIDING

1/2 GLASS MAT GYPSUM RE;

SECTION 06 16 00 SHEATHING

GYPSUM BOARD CEILING

SUBFLOOR DECKING

WOOD TRIM

CAST IN PLACE CONCRETE; RE:

STRUCTURAL

MANUF. STANDARD SIDING STARTER

STRIP

SPRAY FOAM INSULATION;

RE: A000 FOR R-VALUES;

INSPECT UPON DELIVERY

10 MIL MIN. VAPOR

RETARDER

CONCRETE FACED INSULATION

BOARD; RE: A000 FOR R-VALUES;

CONFIRM FROST DEPTH WITH

STRUCTURAL

DRAIN TILE

GYPSUM BOARD

BATT INSULATION; RE:

A000 FOR R-VALUES

SPRAY FOAM INSULATION;

RE: A000 FOR R-VALUES;

INSPECT UPON DELIVERY

SPRAY FOAM INSULATION;

RE: A000 FOR R-VALUES;

INSPECT UPON DELIVERY

FIBERGLASS WINDOW; FLASH & SHIM

WINDOW PER MANUFACTURER

RECOMMENDATIONS

PREFINISHED FLEXIBLE METAL

FLASHING; ENSURE METAL FLASHING

DOES NO INTERRUPT…