Attachment J01 Lame Deer Construction Plans.pdf

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SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

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PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

COVER SHEET

G001

INDIAN HEALTH SERVICE - BILLINGS AREA

LAME DEER CLINIC HELIPORT RECONSTRUCTION

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL

G001 COVER SHEET

G002 GENERAL NOTES

C001 LAME DEER EXISTING CONDITIONS

C101 LAME DEER REMOVALS PLAN

C201 LAME DEER SITE PLAN

C301 LAME DEER GRADING PLAN

C401 DETAILS

C402 DETAILS

C403 DETAILS

C404 STRIPING DETAILS

ELECTRICAL

E001 ELECTRICAL TITLE SHEET

E051 LAME DEER ELECTRICAL SITE PLAN

E101 LAME DEER ENLARGED LIGHTING AND POWER PLAN

E501 LAME DEER ONE-LINE DIAGRAM

E601 LAME DEER SCHEDULES AND DETAILS

STRUCTURAL

S001 GENERAL STRUCTURAL ABBREVIATIONS, SYMBOLS AND TABLES

S002 GENERAL STRUCTURAL NOTES

S101 FOUNDATION PLANS

S114 FLOOR FRAMING PLANS

S501 CONCRETE DETAILS

S502 CONCRETE DETAILS

S531 STEEL DETAILS

MECHANICAL

MP001A MECHANICAL SYMBOLS AND ABBREVIATIONS

M101 CRAWL SPACE PLAN

DRAWING INDEXVICINITY MAP PROJECT DIRECTORY

OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7307

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON, INC. (SEH, INC.)

2000 SOUTH COLORADO BOULEVARD

SUITE 1200, COLORADO CENTER TOWER TWO

DENVER, COLORADO 80222

720.540.6800

LOCATION MAP

LAME DEER, MT

LAME DEER, MT

CONSTRUCTION DOCUMENTS

jhayson eSeal_MT_Hayson_Dynamic

LEGEND

GAS LINE

STORM LINE

SANITARY LINE

BURIED TV CABLE

RIGHT OF WAY

BURIED PHONE CABLE

PROPERTY LINE

BURIED ELECTRIC

S

DECIDUOUS TREE

MANHOLE

HAND HOLE

SOIL BORING

LIGHT STRUCTURE

HORIZONTAL CONTROL POINT

P-BUR

TV-BUR TV-BUR

T-BUR T-BUR

G

P

HH

SIGN POST

BOLLARD

CABLE FENCEO O

CULVERT

CONCRETE PAVEMENT

BUILDING

ROCK LANDSCAPE

FO FO BURIED FIBER OPTIC CABLE

SAFETY AREA

ASPHALT MAT

UNIDENTIFIED PEDESTAL

ROCK LANDSCAPE

CONCRETE SAWCUT (4 IN)

ASPHALT SAWCUT (2 IN)

REMOVAL OF CURB AND GUTTER

REMOVAL OF CONCRETE

REMOVAL OF ASPHALT

REMOVAL OF LANDSCAPE

WIND SOCK NAVIGATION LIGHT

XC CHAINLINK FENCE

SWALE

PERIMETER LIGHTS

J JUNCTION BOX

ELECTRICAL TRANSFORMER

E

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

GENERAL NOTES

G002

GENERAL NOTES

1. ALL REFERENCES TO ANY PUBLISHED STANDARDS OR CODES SHALL REFER TO THE LATEST LOCALLY ADOPTED EDITION OF SAID STANDARD OR CODE, UNLESS SPECIFICALLY STATED OTHERWISE. THE

GOVERNMENT WILL RESOLVE ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS IN THE

FOLLOWING ORDER OF PRECEDENCE:

A. CONTRACT CHANGE ORDERS AND REQUEST FOR INFORMATION RESPONSES

B. PROJECT SPECIFICATIONS

C. STAMPED AND APPROVED CONSTRUCTION DRAWINGS

D. REVIEWED, ACCEPTED, AND STAMPED WORKING DRAWINGS

E. 3D ENGINEERED MODELS AND SUPPLEMENTAL DATA

F. STANDARD DRAWINGS

G. ALL OTHER CONTRACT DOCUMENTS NOT LISTED ABOVE

2. THE CONTRACTOR SHALL HAVE A STAMPED AGENCY APPROVED SET OF PLANS AND SPECIFICATIONS AT THE WORK SITE DURING CONSTRUCTION. CONSTRUCTION SHALL NOT PROCEED UNTIL THIS SET OF DOCUMENTS IS ISSUED WITH INCLUDED REVISIONS AND COMMENTS MADE BY THE APPLICABLE

AGENCIES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING AS-CONSTRUCTED INFORMATION ON A

SET OF RECORD DRAWINGS KEPT ON THE CONSTRUCTION SITE.

4. THE CONTRACTOR SHALL VERIFY, IN THE FIELD, ALL ELEVATIONS, DIMENSIONS, EXISTING

CONDITIONS, AND POINTS OF CONNECTION WITH EXISTING ROADWAYS AND UTILITIES. ANY

DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE GOVERNMENT BEFORE PROCEEDING WITH THE WORK. IF THE CONTRACTOR CHOOSES TO PROCEED, THE WORK WILL BE CONDUCTED AT CONTRACTOR'S RISK AND INCUR ALL COSTS, IF ANY, TO RESOLVE THE ISSUE TO THE SATISFACTION

OF THE GOVERNMENT.

5. THE CONTRACTOR SHALL CONTACT UTILITY NOTIFICATION CENTER (MONTANA 811 CALL BEFORE YOU DIG) AT 811 OR 800-424-5555 AT LEAST 2 WORKING DAYS, BUT NOT MORE THAN 14 CALENDAR

DAYS, PRIOR TO THE START OF WORK.

6. EXISTING UTILITIES SHALL BE EXPOSED TO VERIFY THEIR VERTICAL AND HORIZONTAL LOCATIONS. AT A MINIMUM, LOCATIONS SHOULD BE AT PROPOSED UTILITY IMPROVEMENT CROSSINGS OR WHERE

EXCAVATION IS EXPECTED TO EXCEED 24 INCHES ABOVE THE UTILITY.

7. THE LOCATION AND DESCRIPTION OF THE NEAREST SURVEY MONUMENTATION FOR THE PROJECT, THE BASIS OF BEARING AND PROJECT DATUM ARE PROVIDED ON ASSOCIATED SITE EXISTING

CONDITIONS SHEET.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM

APPLICABLE AGENCIES. ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL

PUBLIC IMPROVEMENTS WILL NOT BEGIN UNTIL ALL PERMITS HAVE BEEN APPROVED.

9. THE CONTRACTOR IS RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO, EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL AND SECURITY.

10. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. IF PERTINENT DIMENSIONS ARE NOT SHOWN, CONTACT THE GOVERNMENT FOR CLARIFICATION, AND

ANNOTATE THE DIMENSION ON THE AS-BUILT DRAWINGS.

11. ALL EXISTING STRUCTURES, FENCES, SIGNS, AND IMPROVEMENTS DESTROYED, DAMAGED, OR REMOVED DUE TO THE CONSTRUCTION OF THE PROJECT SHALL BE REPLACED OR RESTORED IN LIKE

KIND AT THE CONTRACTOR'S EXPENSE, UNLESS OTHERWISE SHOWN ON THE PLANS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A DISPOSAL SITE FOR ALL UNUSABLE MATERIAL REMOVED FROM THE PROJECT. THE DISPOSAL SITE SHALL BE AN ESTABLISHED LANDFILL

OR AS OTHERWISE ALLOWED BY FEDERAL, STATE AND LOCAL REGULATIONS.

13. EXCAVATIONS SHALL BE PROTECTED FROM ENCROACHMENT BY PERSONS AS REQUIRED IN THE SPECIFICATIONS. PROTECTION SHALL BE PLACED AT THE END OF THE WORKING DAY OR WHEN NO

ONE IS PRESENT ON SITE.

14. THERE IS LIMITED EXISTING TOPSOIL ANTICIPATED WITHIN THE LIMITS OF CONSTRUCTION. AREAS TO

BE RESEEDED SHALL HAVE A MINIMUM OF 4 INCHES OF SUITABLE TOPSOIL PLACED PRIOR TO

SEEDING.

15. FINAL CONNECTIONS TO EQUIPMENT SHALL BE AS PER MANUFACTURER'S WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE MATERIALS AND

EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED.

16. WORK REQUIRED TO INSTALL THE FACILITIES, SYSTEMS, AND OTHER ITEMS SHOWN ON THE PLANS SHALL INCLUDE ALL EQUIPMENT, APPURTENANCES, AND INCIDENTALS NECESSARY TO PROVIDE A

COMPLETE AND FUNCTIONAL RESULT, REGARDLESS IS SPECIFICALLY NOTED OR NOT.

17. ALL COMPONENTS INCLUDED AND CONCEALED WITHIN THE CONDUCTIVE CONCRETE SECTION SHALL

BE CONSIDERED INCIDENTAL AND SHALL NOT BE MEASURED OR PAID FOR SEPARATELY.

DEMOLITION NOTES

1. THE EXTENT OF DEMOLITION WORK IS INCLUDED IN THE PLANS AND INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL OF UTILITIES OVERHEAD AND UNDERGROUND, PAVING, VEGETATION, AND OTHER

SITE FEATURES WHICH CONFLICT WITH THE CONSTRUCTION OF THE NEW FACILITIES, OR ARE

INDICATED TO BE REMOVED. THE LIMITS OF DEMOLITION SHOULD BE VERIFIED IN THE FIELD BY THE

CONTRACTOR.

2. ENSURE SAFE PASSAGE OF PERSONS AND VEHICLES AROUND AREAS OF DEMOLITION. REMOVE

FROM SITE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION.

3. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE GOVERNMENT OF ANY ITEMS ENCOUNTERED IN THE FIELD THAT ARE NOT SHOWN ON THE PLANS, WHICH REQUIRE DEMOLITION OR RELOCATION.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL EXISTING SERVICES AND

APPURTENANCES REQUIRED TO DEMOLISH EXISTING FACILITIES OR CONSTRUCT NEW FACILITIES.

ALL UTILITIES SHALL BE CAPPED, TERMINATED, OR REMOVED AS REQUIRED BY THE UTILITY OR AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE GOVERNMENT IMMEDIATELY IF QUESTIONS ARISE AS TO THE VIABILITY OR CONDITION OF THE EXISTING UTILITY TO

ALLOW FOR CAPPING OR PROPER TERMINATION.

LAYOUT NOTES

1. ALL DIMENSIONS ARE FROM EDGE OF DRIVING SURFACE, FACE OF BUILDING, CENTERLINE OF UTILITY

LINE, CENTER OF STRUCTURE, PROPERTY LINE, OR POINT OF TANGENCY UNLESS OTHERWISE

NOTED.

2. GRADES ARE TO TOP OF FINISHED SURFACE, UNLESS OTHERWISE NOTED.

UTILITY NOTES

1. THE LOCATION OF PUBLIC OR PRIVATE UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE AND THE GOVERNMENT DOES NOT GUARANTEE THEIR ACCURACY. THE CONTRACTOR SHALL BE REQUIRED TO ASCERTAIN THE EXACT LOCATION OF SUCH UTILITIES AND EXERCISE CARE DURING CONSTRUCTION

OPERATIONS SO AS NOT TO DAMAGE THEM.

2. EXCAVATION IN THE VICINITY OF EXISTING STRUCTURES, PIPES, CABLES, OR OTHER ITEMS SHALL BE

PERFORMED BY HAND.

3. POWER AND COMMUNICATIONS UTILITY TRENCHING SHALL BE COMPLETED IN ACCORDANCE WITH

PLANS AND SPECIFICATIONS FROM APPLICABLE UTILITY COMPANIES.

4. CONTRACTOR SHALL MAINTAIN THE FOLLOWING SEPARATION, UNLESS OTHERWISE SHOWN,

BETWEEN:

A. WATER AND SEWER (HORIZONTAL) = 10 FEET MINIMUM

B. WATER AND SEWER (VERTICAL) = 18 INCHES MINIMUM WITH WATER ABOVE SEWER

C. WATER AND POWER (VERTICAL) = 12 INCHES MINIMUM

D. WATER AND GAS (VERTICAL) = 12 INCHES MINIMUM

E. ALL OTHER UTILITIES AND SEWER (VERTICAL) = 12 INCHES MINIMUM

5. ALL CONNECTIONS TO EXISTING UTILITY PIPES SHALL BE CUT IN TO A CLEAN LINE AND MADE WITH A MANUFACTURED FITTING. INTERRUPTIONS IN SITE UTILITY SERVICE SHALL BE COORDINATED WITH

THE GOVERNMENT.

6. UTILITIES CROSSING EXISTING PAVED AREAS SHALL BE INSTALLED BY CUTTING THE PAVEMENT TO A CLEAN LINE AND TRENCHING. TRAFFIC CONTROL SHALL BE IN PLACE PRIOR TO REMOVING SAW CUT

PAVEMENT.

EROSION CONTROL NOTES

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING, IMPLEMENTING AND MAINTAINING A NATIONAL

POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR CONSTRUCTION

ACTIVITIES.

2. THE CONTRACTOR SHALL UTILIZE STORM WATER QUALITY BEST MANAGEMENT PRACTICES TO

MINIMIZE SOIL EROSION, SEDIMENTATION, INCREASED POLLUTANT LOADS AND CHANGED WATER FLOW CHARACTERISTICS RESULTING FROM LAND DISTURBING ACTIVITY, TO THE MAXIMUM EXTENT

PRACTICABLE, SO AS TO MINIMIZE POLLUTION OF RECEIVING WATERS.

3. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE AND MAINTAINED AT ALL TIMES BEFORE, DURING, AND AFTER CONSTRUCTION UNTIL THE SITE IS STABILIZED AS REQUIRED BY THE

GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.

4. NATURAL, EXISTING VEGETATION SHALL BE RETAINED AND PROTECTED WHERE SHOWN ON THE PLANS AND TO THE MAXIMUM EXTENT POSSIBLE. AREAS OUTSIDE THE GRADING LIMITS SHOWN ON

THE PLANS SHALL NOT BE DISTURBED WITHOUT WRITTEN PERMISSION FROM THE GOVERNMENT.

5. ACCESS TO AREAS NOT CONTIGUOUS TO AREAS ALREADY GRADED SHALL BE ROUTED TO MINIMIZE DAMAGE TO EXISTING VEGETATION AND EXISTING ROADS OR OTHER VISIBLE ACCESS ROUTES SHALL

BE USED.

6. SILT FENCE SHALL BE PLACED WITHIN 10 FEET OF AND ON THE DOWNSTREAM SIDE OF ANY

STOCKPILE.

DEFINITIONS:

· FINAL APPROACH AND TAKEOFF AREA (FATO)

· TOUCHDOWN AND LIFTOFF AREA (TLOF)

· CONTROLLING DIMENSION (D) - THE GREATER OF HELICOPTER OVERALL LENGTH AND OVERALL WIDTH

· SAFETY AREA - A DEFINED AREA ON A HELIPORT SURROUNDING THE FATO INTENDED TO REDUCE THE

RISK OF DAMAGE TO HELICOPTERS ACCIDENTALLY DIVERGING FROM FATO. NO VERTICAL

OBSTRUCTIONS IN THIS AREA.

TLOF/FATO/SAFETY AREA RELATIONSHIPS AND MINIMUM DIMENSIONS:

HELIPORT DESIGN BASED ON FEDERAL AVIATION ADMINISTRATION STANDARD AC 150/5390 - 2D

DESIGN MODELS: EUROCOPTER EC-135 (D = 40) AND BELL HELICOPTER 407 (D = 41.4)

A = 0.83D F = 0.34D = 0.83(41.4) = 0.34(41.4)

= 34.36 LF =14.08 LF

B = 0.83D G = 0.28D = 0.83(41.4) = 0.28(41.4)

= 34.36 LF = 11.59 LF

C = 1.50D = 1.50(41.4)

= 62.10 LF

E = 1.50D = 1.50(41.4)

= 62.10 LF

G

C

E

F

B

A

SAFETY AREA

FATO

TLOF

P-BUR

P-BUR

P-BUR

P-BU

R

P-BU

R

P-BU

R

P-BU

R

S

ST

STST

3316 33 17 33 18 33

SANITARY MANHOLE

RIM ELEV =3320.91

INV IN=3310.79 (E)

INV OUT=3310.75 (W)

STORM MANHOLE

RIM ELEV =3322.28

(UNABLE TO ACCESS)

WIND SOCK

NAVIGATION LIGHT

SAND/OIL SEPARATOR

RIM ELEV =3322.35

SAND/OIL SEPARATOR

RIM ELEV =3322.34

BUILDING OVERHANG

OVERHANG COLUMN

UTILITY PEDESTAL

PERIMETER ENHANCEMENT LIGHT

(TYP. 8 EACH)

LIGHT POLE

GROUND SIGN

(TYP.)

HEALTH

CENTER

18" RCP CULVERT

INV ELEV= 3313.96

18" RCP CULVERT

INV ELEV= 3317.16

18" RCP CULVERT

INV ELEV= 3312.79

10" PVC @ 1.65%

8" PVC @ 1.45%

POINT TABLE

POINT NO. DESCRIPTION ELEVATION NORTHING EASTING

50* CTRL RPC REBAR 3321.154 516205.813 2691912.408

51* CTRL SPIKE 3319.864 516175.636 2691859.632

60 CTRL RPC REBAR 3321.807 516025.867 2692031.276

61 CTRL SPIKE 3321.273 516006.577 2691872.723

62 CTRL RPC REBAR 3317.371 516006.28 2691768.589

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

LA

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

10 2010

LAME DEER EXISTING

CONDITIONS

C001

CONTROL STATEMENT

NAD83(2011) MT STATE PLANE ZONE 2500

PROJECT LOCATION (AT CONTROL POINT 50):

LAT: N45°37'47.59525"

LON: W106°40'14.99182"

HEIGHT: 3271.804 FT

VERTICAL DATUM: NAVD88 (OPUS DERIVED, GEOID18)

COMBINED SCALE FACTOR: 1.0004761464

SCALED TO GROUND AT CONTROL POINT 50, UNITS OF INTERNATIONAL FEET

*OUTSIDE OF VIEWPORT LIMITS

P-BUR

P-BUR

P-BUR

P-BU

R

P-BU

R

P-BU

R

P-BU

R

S

ST

STST

HEALTH

CENTER

18 33

REMOVAL OF 4"

CONCRETE SIDEWALK

(62 SY)

REMOVAL OF 8" REINFORCED

CONCRETE PAVEMENT AND 6"

AGGREGATE BASE (171 SY)

REMOVAL OF PERIMETER

ENHANCEMENT LIGHT AND

ASSOCIATED CONDUIT/WIRING

(TYP. 8 EACH)

REMOVAL AND REPLACE SANITARY MANHOLE

REMOVAL AND REPLACE 5 LF OF PIPE ON

INLET AND OUTLET SIDES

PROTECT WIND SOCK

NAVIGATION LIGHT

N=515992.80 E=2691868.90

BEGIN ASPHALT SAWCUT

N=516032.17 E=2691884.13

END REMOVAL OF

CURB AND GUTTER

N=515991.62 E=2691907.70

END REMOVAL OF

CURB AND GUTTER

N=516032.78 E=2691896.14

BEGIN REMOVAL OF

CURB AND GUTTER

N=515988.43 E=2691909.73

END ASPHALT SAWCUT

N=515995.57 E=2691871.64

BEGIN REMOVAL OF

CURB AND GUTTER

N=516011.67 E=2691951.79

BEGIN CONCRETE SAWCUT

N=516009.06 E=2691956.70

END CONCRETE SAWCUT

REMOVAL OF 2" ASPHALT

PAVEMENT (61 SY)

N=516052.83 E=2691956.46

BEGIN CONCRETE SAWCUT

N=516055.91 E=2691960.91

END CONCRETE SAWCUT

PROTECT

OVERHANG COLUMN

N=516124.60 E=2691914.68

BEGIN ASPHALT SAWCUT

N=516056.72 E=2691962.07

END ASPHALT SAWCUT

REMOVAL OF 4" CONCRETE

SIDEWALK (49 SY)

REMOVAL OF 2" ASPHALT

PAVEMENT (10 SY)

18" RCP

INV ELEV= 3317.16

REMOVAL OF END

SECTION

REMOVE UTILITY

CONDUIT

X X

X X

X

XXXXXXXXXX

X

X X

X X

X X

X X

X X

X X

X X

X X

X

X X

N=515991.14 E=2691933.39

BEGIN CONCRETE SAWCUT

N=515963.98 E=2691934.47

END CONCRETE SAWCUT

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

LAME DEER REMOVALS PLAN

C101 feetscale

10 2010

ST

STST

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

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O

O

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O

O

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O

O

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S J

SAFETY AREA

N=515992.80 E=2691868.90

BEGIN ASPHALT PATCH N=515988.43

E=2691909.73

END ASPHALT PATCH

N=516011.67 E=2691951.79

END CONCRETE AND CURB

N=516009.06 E=2691956.70

END CONCRETE AND CURB

INSTALL CONCRETE PAVEMENT (77 SY)

SEE SHEET C402 FOR TYPICAL SECTION

INSTALL12" STRUCTURAL

CONCRETE (711 SY)

SEE SHEET C402 FOR

HELIPORT DETAIL

PROTECT WIND SOCK

NAVIGATION LIGHT

HEALTH

CENTER

FATO

TLOF

80.0'

80.0'

40.0'

40.0'

20.0'

12.0'

8.0'

INSTALL STEEL CABLE AND

POST FENCE (411 LF)

SEE SHEET C401 FOR DETAIL

N=516124.60 E=2691914.68

BEGIN ASPHALT PATCH

N=516056.72 E=2691962.07

END ASPHALT PATCH

N=515995.57 E=2691871.64

BEGIN CURB AND GUTTER

N=516013.33 E=2691876.68

N=516035.86 E=2691909.12

N=516040.42 E=2691915.69

N=516011.67 E=2691935.66

N=515998.06 E=2691935.38

N=516058.97 E=2691942.39

N=516063.98 E=2691914.56

N=516041.17 E=2691881.70

N=516079.04 E=2691831.05

N=516074.02 E=2691858.88

N=516096.84 E=2691891.74

N=516124.67 E=2691896.76

SEE SHEET C404 FOR

MARKING DETAIL

N=516123.84 E=2691913.61

BEGIN CURB

N=516055.97 E=2691960.99

END CURB

N=515991.62 E=2691907.66

END CURB AND GUTTER

N=516133.73 E=2691879.32

INSTALL 18" RCP

FLARED END SECTION

19 LF 18" RCP

ROOF OVERHANG

6.2' SWALE

6' HIGH CHAINLINK FENCE WITH

42" WIDE GATE ACCESS (53 LF)

N=515993.56 E=2691935.53

BEGIN CURB

N=515994.41 E=2691957.37

END CURB

OVERHANG COLUMN

N=516063.17 E=2691870.69

RIM ELEV=3323.08

INV IN=3310.82(W)

INV OUT=3310.75(E)

INSTALL LOAD BEARING MANHOLE

SEE SHEET C405 FOR DETAIL 8.6'

2.4'

5 LF 8" PVC

5 LF 10" PVC

N=515963.97 E=2691934.26

N=515991.14 E=2691933.39

N=515994.07 E=2691948.03

N=515964.55 E=2691949.00

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

10 2010

LAME DEER SITE PLAN

C201

NOTES:

1. ELECTRICAL INFRASTRUCTURE SHOWN FOR

REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR

FURTHER DETAIL.

ST

STST

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O

O O

O

O

O

S J

3316 33

18 33

3316 33 17 33

18 33

SAFETY AREA

HEALTH

CENTER

FATO

TLOF

3317 3318 3319 3321

0.53%

1.07%

1.60%

1.

0.46%

0.50% 0.45%

0.

0.

1.03%

0.60%

0.75%

0.75%

0.76%

0.75%

0.75%

0.75%

0.75%

0.75%

0.75%

0.76%

0.75%

0.

0.75%

0.53%

0.00%

0.00%

0.00%

0.00%

0.00%

0.00%

0.00%

0.00%

0.75% 0.75%

0.75%

0.75%

34.28%

31.21%

31.73%

15.89% 1.03%

2.79%

N=515998.06 E=2691935.38

ELEV=3322.62

N=516011.67 E=2691935.66

ELEV=3322.54

N=516040.42 E=2691915.69

ELEV=3322.90

N=516035.86 E=2691909.12

ELEV=3322.90

N=516011.67 E=2691951.79

MATCH EX. ELEV=3322.62

N=516009.06 E=2691956.70

MATCH EX. ELEV=3322.65

N=516013.33 E=2691876.68

ELEV=3322.90

N=516079.04 E=2691831.05

ELEV=3322.90

N=516074.02 E=2691858.88

ELEV=3323.05

N=516096.84 E=2691891.74

ELEV=3323.05

N=516124.67 E=2691896.76

ELEV=3322.90

N=516058.97 E=2691942.39

ELEV=3322.90

N=516063.98 E=2691914.56

ELEV=3323.05

N=516041.17 E=2691881.70

ELEV=3323.05

N=516133.73 E=2691879.32

INV ELEV=3317.04

STORM OUTLET

N=515988.43 E=2691909.73

MATCH EX. ELEV=3321.98

END ASPHALT PATCH

N=515991.62 E=2691907.66

MATCH EX. ELEV=3321.70

END CURB AND GUTTER

N=515995.57 E=2691871.64

MATCH EX. ELEV=3320.93

BEGIN CURB AND GUTTER

N=515992.80 E=2691868.90

MATCH EX. ELEV=3321.04

BEGIN ASPHALT PATCH

N=516056.72 E=2691962.07

MATCH EX. ELEV=3322.23

END ASPHALT PATCH

N=516124.60 E=2691914.68

MATCH EX. ELEV=3322.07

BEGIN ASPHALT PATCH

N=516123.84 E=2691913.61

MATCH EX. ELEV=3322.02

BEGIN CURB

N=516055.97 E=2691960.99

ELEV=3322.24

END CURB

1.

42.23%

8.

.7

9% N=515994.43 E=2691957.37

MATCH EX. ELEV=3322.76

N=515994.07 E=2691948.03

MATCH EX. ELEV=3322.80

N=515993.65 E=2691935.50

ELEV=3322.54

SWALE

0.60%

1.03%

11.70%

5.33%

13.90%

18.14%

0.53%

0.

N=516063.17 E=2691870.69

RIM ELEV=3323.08

N=516069.00 E=2691886.72

ELEV=3323.20

N=516062.60 E=2691947.57

ELEV=3322.36

N=516129.65 E=2691900.77

ELEV=3321.57

N=515963.97 E=2691934.26

MATCH EX. ELEV=3322.84

N=515991.14 E=2691933.45

MATCH EX. ELEV=3322.82

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

feetscale

10 2010

C301

DETAILS

C401

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

LA

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

L-810 OBSTRUCTION LIGHT

OPERATED BY DUSK-TO-DAWN PHOTO SENSOR

TUBULAR ALUMINUM WIND CONE SUPPORT

SIZE I WIND SOCK

DAY-GLO BLAZE ORANGE NYLON

FABRIC WIND CONE GROMMETS -

BOTTOM SIDE FOR DRAINAGE

INTERNAL LIGHTING ASSEMBLY

SEALED BEARING

SEALED BEARING

ALUMINUM MAST

BASEPLATE AND GASKET

FRANGIBLE COUPLING

SUPPLEMENTAL WIND CONE - TYPE L-806

NTS

L-867 BASE

POST AND CABLE FENCE

NTS

2'

4,000PSI CONCRETE

3.5'

6"

4" Ø SCH 80 STEEL

POWDER COATED (BROWN/RUST)

3/4" DIA. - 3 X 7 WIRE ROPE

1" Ø HOLE

ROUND CAP

15"

6"

3/4" Ø

3/4" WASHER

3/4" HEX NUT

FLATTEN FOR WRENCH CABLE END

(CAST STEEL OR MALL IRON)

3/4" Ø CABLE

3/4" SQ. NUT

CABLE WEDGE

7 1/2" R.H.

2 1/4" R.H.

1 1/4" R.H.

5/8"

(TYP.)

CABLE END ASSEMBLY

*R.H. = RIGHT HAND

NOTES:

1. WIRE ROPE AND CONNECTING HARDWARE ARE TO CONFORM

TO THE REQUIREMENTS OF AASHTO M30 TYPE 1 CLASS A,

3/4" ROPE. CONNECTING HARDWARE MUST DEVELOP THE

FULL STRENGTH OF A SINGLE CABLE (25,000 LB). CAST STEEL

COMPONENTS ARE TO THE REQUIREMENTS OF AASHTO M103

(ASTM A27). MALLEABLE IRON CASTINGS ARE TO CONFORM

TO THE REQUIREMENTS OF ASTM A47.

2. AT ALL LOCATIONS WHERE THE CABLE IS CONNECTED TO A

CABLE SOCKET WITH A WEDGE TYPE CONNECTION, CRIMP

ONE WIRE OF THE CABLE OVER THE BASE OF THE WEDGE TO

HOLD IT FIRMLY IN PLACE.

3. DESIGN SOCKET BASKETS FOR USE WITH THE WEDGE

DETAILED IN THIS DRAWING.

4. ALTERNATE HARDWARE DESIGNS WILL BE CONSIDERED FOR

APPROVAL PROVIDED THEIR CONNECTION DETAILS, FOR THE

PURPOSE OF MAINTENANCE SUBSTITUTIONS, ARE

COMPATIBLE WITH THE DETAILS OF THIS DRAWING AND

THEIR OPERATING CHARACTERISTICS ARE SIMILAR TO

THOSE OF THE HARDWARE IN THIS DRAWING.

CABLE WEDGE

1.844"

0.843" 0.562"

0.437"

0.125"

0.203"R (TYP.) CAST STEEL

OR MALL IRON

5°

3/4" DIA. CABLE

3/4" Ø - 3 X 7 WIRE ROPE

LOW - TENSION CABLE GUARDRAIL HARDWARE

NTS

MDT CURB AND GUTTER

NTS

24"

6"

12"

2"

P

9 1/2"P = AREA TO BE PAINTED, WHEN

PAINTED CURB IS REQUIRED (102

SQ. FT. PER 100 FT. OF CURB)

6"

4"R FLOWLINE

2% SLOPE

4% ± SLOPE

1" DEEP CONTRACTION JOINT

PLACED AT 10' MAXIMUM

INTERVALS. GROOVES ARE

CONTINUOUS ON THE TOP

EXPOSED SURFACE FOR THE

WIDTH OF CURB AND GUTTER.

3"R

6" FACE OF

CURB

CURB SECTION

NTS

6"

6"

HEAD HEIGHT

1"R

12"

FLOWLINE

C402

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

SIDEWALK PAVEMENT SECTION

NTS

HELIPORT PAVEMENT SECTION

NTS

#6 @ 18" EACH WAY

TOP AND BOTTOM

12" DEEP CONCRETE CURB

AROUND OUTER PERIMETER

LANDSCAPE AREA

STAINLESS STEEL COVER BOLTS

APPLY ANTI-SIEZE COMPOUND TO

THREADS, TYP

SILICA SAND FILL TOPPED WITH

EPOXY SEALANT

LOAD BEARING BLANK PLATE W/ RECESSED BOLT

HEADS SET FLUSH WITH PAVEMENT

SPACER RINGS AS REQUIRED

FLUSH MOUNT BASE CAN - TYPE L-868

NTS

SEE LIGHT BASE EDGE

EPOXY DETAIL BELOW

HELISTOP LED PERIMETER INSET LIGHT (GREEN

WITH IR EMITTER). CONNECT TO RADIO

RECEIVER/DECODER (L-854).

4" THREADED HUBS

(90° APART)

8"

STRUCTURAL FILL

CONDUIT

NO DRAIN HOLE

LIGHT BASE EDGE EPOXY

NTS

SILICA SAND

3"

1"

FULL

FLUSH

EPOXY SEALANT

INSTALLATION NOTES:

1. USE MANUFACTURER'S SETTING JIG (OR OTHER APPROVED DEVICE) FOR PROPERLY SETTING THE LIGHTING BASES. SECURE JIG TO PREVENT MOVEMENT DURING

CONCRETE FOOTING PLACEMENT.

2. PLACE CONCRETE FOOTING AND CONFIRM HEIGHT/LOCATION/TILT OF LIGHT FIXTURE BASE BEFORE CONCRETE SETS. OPENINGS IN BASE TO BE GROMMETED TO PREVENT

CONCRETE FROM ENTERING BASE OR CONDUIT. TOP OF BASE TO MATCH SLOPE OF PAVEMENT.

3. DURING PLACEMENT OF CONCRETE PAVEMENT, WHILE CONCRETE IS STILL WET, USE TEMPORARY 'MUDRING' AND PUSH IT DOWN TO 1" INSIDE MUDRING AND CLEAN

EXPOSED METAL SURFACES. FINISH THE CONCRETE AROUND THE MUDRING WITH A CURVES RADIUS TROWEL. USE CAUTION TO AVOID AGGREGATE SEPARATION DURING THIS WORK. COORDINATE THICKNESS OF MUDRING TO ALLOW FOR INSTALLATION OF FLANGE RING.

4. AFTER CONCRETE PAVEMENT HAS SET, REMOVE TEMPORARY MUDRING AND MUDPLATE. INSTALL FLANGE RING AND LOAD-BEARING BLANK COVER PLATE WITH RECESSED BOLT HEADS. TOP OF COVER PLATE TO BE LEVEL TO WITHIN +/- 1/2 DEGREE AND FLUSH WITHIN +0",-1/16" FROM SURFACE. CONTRACTOR SHALL FINISH AND INSTALL

SPACER RINGS IN QUANTITY AND THICKNESS AS REQUIRED TO MEET HEIGHT TOLERANCES.

5. SEAL AROUND FLANGE RING, EXTENSION RINGS AND TOP COVER PLATE WITH P-606 SEALANT. MAXIMIM FILL SPACE (LEFT BY MUDRING REMOVAL TO BE 3/4" WIDE.)

6. INSTALLATION MUST COMPLY WITH HEIGHT TOLERANCES GIVEN ON DETAILS. UNITS THAT ARE UP TO 1/8" TO HIGH SHALL B DISASSEMBLED AND THE BASE TIP RING MILLED

DOWN USING A MILLING MACHINE. UNITS THAT ARE SET GREATER THAN 1/8" TOO HIGH SHALL BE REMOVED IN THEIR ENTIRETY BY SAWCUTTING A 4' X 4' OPENING AND REPLACING PAVEMENT BY DOWELING INTO ADJACENT PAVEMENT, ALL AS DIRECTED BY THE ENGINEER. ALL CORRECTIVE OPERATIONS SHALL BE AT THE CONTRACTORS

EXPENSE.

PVC CAP AT BOTTOM OF POST

CONSTRUCTION JOINT DETAIL

NTS

1/4"

SILICONE SEALANT RECESS 1/4"

FROM PAVEMENT SURFACE

1/2" EXPANSION JOINT MATERIAL

FORM NON-CONDUCTIVE HEAT

SHRINK TUBING AROUND PVC CAP

shalewski Image shalewski Image shalewski Text Box 3.7.2025 shalewski Cloud

C403

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

SLOPE 4%

CONCRETE BASE

TO BE POURED IN

FIELD OR PRECAST

0.5 Ø

OF PIPE

MDT TYPE 3 SECTION B-B

MDT TYPE 3 SECTION A-A

MODIFIED MDT TYPE 3 MANHOLE

6"

SHELF

CHANNEL

SHELF

ROOF SLAB

AS REQUIRED

0.5 DIA.

OF PIPE

B

B

REINFORCED CONCRETE

PIPE BARREL

A A

K

6" 24" MIN.

COVER DIAMETER

#4 BARS @ 12"

O.C. EACH WAY

6" FOR UP TO 78" DIA.

8" FOR 84" AND 90" DIA.

10" FOR 96" AND 102" DIA.

T 1"

MDT TYPE 3 MANHOLE ROOF SLAB

PIPE DIA.

(IN)

SLAB DIA.

(IN)

T

(IN)

K

(IN) BOTTOM BARS TOP BARS

48 58 8 9 #4 @ 6" -

54 65 8 9 #4 @ 6" -

60 72 8 9 #4 @ 6" #3 @ 6"

66 79 8 9 #4 @ 6" #3 @ 6"

72 86 8 9 #4 @ 6" #3 @ 6"

78 93 8 9 #4 @ 4" #4 @ 4"

84 100 8 9 #4 @ 4" #4 @ 4"

90 107 8 9 #5 @ 4" #4 @ 4"

96 114 8 9 #5 @ 4" #4 @ 4"

102 121 8 9 #5 @ 4" #4 @ 4"

NOTES:

1. CONTRACTOR SHALL VERIFY ALL EXISTING PIPES, INLETS, MANHOLES INVERTS AND ALL OTHER ELEVATIONS FOR TIE IN

TO PROPOSED CONDITIONS.

2. STRUCTURES SHALL BE PRECAST CONCRETE CONFORMING TO REQUIREMENTS OF ITEM D-751, AC 150/5370-10H AND

ASTM C858; STANDARD SPECIFICATION FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES.

REINFORCEMENT SHOWN IS ILLUSTRATIVE ONLY.

3. STRUCTURES AND CASTING FRAMES SHALL MEET ALL REQUIRED AIRPORT AIRCRAFT DESIGN LOADS

4. SHOP DRAWING SUBMITTALS SHALL BE FURNISHED WITH SEALED ENGINEERING CALCULATIONS BY AN ENGINEER

LICENSED TO PRACTICE IN THE STATE OF MONTANA.

5. FRAME AND COVER UNIT SHALL BE PROVIDED WITH FASTENING MEMBERS TO PREVENT IT FROM BEING DISLODGED BY

TRAFFIC BUT WHICH WILL ALLOW EASY REMOVAL FOR ACCESS TO THE STRUCTURE.

6. ALL CASTINGS SHALL BE THOROUGHLY CLEANED. AFTER FABRICATION, STRUCTURAL STEEL UNITS SHALL BE GALVANIZED

TO MEET THE REQUIREMENTS OF ASTM A123.

7. USE MANHOLE STEPS THAT ARE MALLEABLE CAST IRON OR GALVANIZED STEEL.

NEENAH CASTING R-3492 OR

EQUAL (SEALED CASTING)

12"

16"

SHELF

CHANNEL

ADJUST RING AS NEEDED

(SEE MDT DWG. NO. 621-00)

SURROUND CONCRETE COLLAR

38 1/2"

6" MIN.

CONCRETE

SANITARY MANHOLE LID

104.0' SAFETY AREA

4.

0' S

AF

ET

Y

AR

EA

.0

' F

AT

O

40.0' TLOF

.0

' T

LO

F

80.0' FATO

10.0' 10.0' 10.0'4.0'

1.0'

4.0'

Ø20.7' 1.5'

2.0'

2.

0'

TOUCHDOWN/POSITION

CIRCLE WIDE YELLOW STRIPE

FATO EDGE MARKING

OR RETROREFLECTIVE

MARKERS

TLOF EDGE RETROREFLECTIVE

WHITE STRIPE

5.

0'

0.

5'

5.0'

3.0'

5.0'

5.

0'

2.

5'

5.0'

0.

4'

0.5' 0.5' 0.5'

1.0'

.0

2.

0'

6.7'

1.

5'

0.4'

1.0'

0.2'

0.8'

1.

5' 0.2'

1.0'

0.2'

0.2'

1.

2'

1.

5'

0.6'

1.

5'

1.

0'

0.

8'

0.8'

0.2'

R

SEH Project Checked By Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. Sh or t E llio tt H en dr ick so n, Inc

Al l R igh ts Re se rve d

CO

PY

RI

GH

T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL / MEP / STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

TOWER TWO, SUITE 1200

DENVER, CO. 80222

720.540.6800

LA

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

STRIPING DETAILS

C404

BLACK PAINT

TLOF SIZE / WEIGHT LIMITATION MARKING

RED PAINT

HELISTOP IDENTIFICATION SYMBOL

BLACK PAINT

VERTICAL STROKE OF 2.5"

HORIZONTAL STROKE OF 6"

TLOF SIZE / WEIGHT NUMBERS

NOTES:

1. ALL WHITE MARKINGS SHALL BE OUTLINED WITH A

6" BLACK STRIPE.

2. THE "H" SHOULD BE LOCATED IN THE CENTER OF

THE TLOF AND ORIENTED ON THE AXIS OF THE

PREFERRED APPROACH/DEPARTURE PATH.

1P 1 POLE (2P, 3P, 4P, ETC.)

A AMPERE

AC ABOVE COUNTER OR AIR

CONDITIONER

ACLG ABOVE CEILING

ADO AUTOMATIC DOOR OPENER

AF AMP FRAME

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFI ARC FAULT CIRCUIT

INTERRUPTER

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT ALTERNATE

AMP AMPERE

AMPL AMPLIFIER

ANNUN ANNUNCIATOR

APPROX APPROXIMATELY

AQ-STAT AQUASTAT

ARCH ARCHITECT, ARCHITECTURAL

AS AMP SWITCH

AT AMP TRIP

ATS AUTOMATIC TRANSFER SWITCH

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO VISUAL

AWG AMERICAN WIRE GAUGE

BATT BATTERY

BD BOARD

BLDG BUILDING

BMS BUILDING MANAGEMENT SYSTEM

C CONDUIT

CAB CABINET

CAT CATALOG

CATV CABLE TELEVISION

CB CIRCUIT BREAKER

CCTV CLOSED CIRCUIT TELEVISION

CKT CIRCUIT

CLG CEILING

COMB COMBINATION

CMPR COMPRESSOR

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUATION OR CONTINUOUS

CONTR CONTRACTOR

CONV CONVECTOR

CP CIRCULATING PUMP

CRT CATHODE-RAY TUBE

CT CURRENT TRANSFORMER

CTR CENTER

CU COPPER

DCP DOMESTIC WATER CIRCULATING PUMP

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DPR DAMPER

DS SAFETY DISCONNECT SWITCH

DT DOUBLE THROW

DWG DRAWING

EC ELECTRICAL CONTRACTOR

ELEC ELECTRIC, ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMS ENERGY MANAGEMENT SYSTEM

EMT ELECTRICAL METALLIC TUBING

EP ELECTRIC PNEUMATIC

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXH EXHAUST

EXP EXPLOSION PROOF

FA FIRE ALARM

FABP FIRE ALARM BOOSTER POWER

SUPPLY PANEL

FACP FIRE ALARM CONTROL PANEL

FCU FAN COIL UNIT

FIXT FIXTURE

FLR FLOOR

FLUOR FLUORESCENT

FU FUSE

FUDS FUSED SAFETY DISCONNECT SWITCH

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

GEN GENERATOR

GFI GROUND FAULT CIRCUIT INTERRUPTER

GFP GROUND FAULT PROTECTOR

GND GROUND

GRS GALVANIZED RIGID STEEL (CONDUIT)

GYP BD GYPSUM BOARD

HOA HANDS-OFF-AUTOMATIC SWITCH

HORIZ HORIZONTAL

HP HORSEPOWER

HPF HIGH POWER FACTOR

HT HEIGHT

HTG HEATING

HTR HEATER

HV HIGH VOLTAGE

HVAC HEATING, VENTILATING AND AIR

CONDITIONING

HWP HYDRONIC WATER PUMP

IC INTERRUPTING CAPACITY

IG ISOLATED GROUND

IMC INTERMEDIATE METAL CONDUIT

INCAND INCANDESCENT

IR INFRARED

I/W INTERLOCK WITH

J-BOX JUNCTION BOX

KV KILOVOLT

KVA KILOVOLT-AMPERE

KVAR KILOVOLT-AMPERE REACTIVE

KW KILOWATT

KWH KILOWATT HOUR

LOC LOCATE OR LOCATION

LT LIGHT

LTG LIGHTING

LTNG LIGHTNING

LV LOW VOLTAGE

MAX MAXIMUM

MAG.S MAGNETIC STARTER

M/C MOMENTARY CONTACT

MC MECHANICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER

MDC MAIN DISTRIBUTION CENTER

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MFS MAIN FUSED DISCONNECT SWITCH

MH MANHOLE

MIC MICROPHONE

MIN MINIMUM

MISC MISCELLANEOUS

MLO MAIN LUGS ONLY

MMS MANUAL MOTOR STARTER

MOA MULTIOUTLET ASSEMBLY

MSP MOTOR STARTER PANELBOARD

MSBD MAIN SWITCHBOARD

MT MOUNT

MT.C EMPTY CONDUIT

MTS MANUAL TRANSFER SWITCH

MTR MOTOR, MOTORIZED

N.C. NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURER'S ASSOCIATION

NFDS NON-FUSED SAFETY DISCONNECT

SWITCH

NIC NOT IN CONTRACT

NL NIGHT LIGHT

N.O. NORMALLY OPEN

NPF NORMAL POWER FACTOR

NTS NOT TO SCALE

OH OVERHEAD

OL OVERLOADS

PA PUBLIC ADDRESS

PB PULL BOX OR PUSHBUTTON

PE PNEUMATIC ELECTRIC

PED PEDESTAL

PF POWER FACTOR

PH PHASE

PIV POST INDICATING VALVE

PNL PANEL

PP POWER POLE

PR PAIR

PRI PRIMARY

PROJ PROJECTION

PRV POWER ROOF VENTILATOR

PT POTENTIAL TRANSFORMER

PVC POLYVINYL CHLORIDE (CONDUIT)

PWR POWER

QUAN QUANTITY

RCPT RECEPTACLE

REQD REQUIRED

RM ROOM

RSC RIGID STEEL CONDUIT

RTU ROOF TOP UNIT

SC SURFACE CONDUIT

SEC SECONDARY

SHT SHEET

SIM SIMILAR

S/N SOLID NEUTRAL

SPEC SPECIFICATION

SPKR SPEAKER

SP SPARE

SR SURFACE RACEWAY

SS STAINLESS STEEL

SSW SELECTOR SWITCH

S/S STOP/START PUSHBUTTONS

STA STATION

STD STANDARD

SURF SURFACE MOUNTED

SW SWITCH

ELECTRICAL ABBREVIATIONS LIST

SWBD SWITCHBOARD

SYM SYMMETRICAL

SYS SYSTEM

TEL TELEPHONE

TEL/DATA TELEPHONE/DATA

TERM TERMINAL

TL TWIST LOCK

TR TAMPER RESISTANT

T-STAT THERMOSTAT

TTC TELEPHONE TERMINAL CABINET

TV TELEVISION

TVTC TELEVISION TERMINAL CABINET

TYP TYPICAL

UC UNDER COUNTER

UE UNDERGROUND ELECTRICAL

UG UNDERGROUND

UH UNIT HEATER

UT UNDERGROUND TELEPHONE

UTIL UTILITY

UV UNIT VENTILATOR OR

ULTRAVIOLET

V VOLT

VA VOLT-AMPERES

VDT VIDEO DISPLAY TERMINAL

VERT VERTICAL

VFD VARIABLE FREQUENCY DRIVE

VOL VOLUME

W WATT

W/ WITH

WG WIRE GUARD

WH WATER HEATER

W/O WITHOUT

WP WEATHERPROOF

XFMR TRANSFORMER

XFR TRANSFER

∠ ANGLE

@ AT

▲ DELTA

' FEET

" INCHES

# NUMBER

Ø PHASE

C CENTER LINE

P PLATE

A2

E d

ELECTRICAL SYMBOL NOTES

b

FIXTURE TYPE

SWITCH DESIGNATION

CIRCUIT NUMBER

FIXTURE TYPE

CHEVRON DIRECTION

SHADE = EXIT FACE

CIRCUIT NUMBER

CIRCUIT NUMBER

SWITCH IDENTIFICATION

SYMBOLSYMBOL SYMBOL

ELECTRICAL SYMBOL LEGEND

J

2 POLE SINGLE THROW SW.

SINGLE POLE SW.

DIMMER SWITCH

MOMENTARY CONTACT SWITCH

OCCUPANCY SENSOR SWITCH

SINGLE RECEPT.

TIME DELAY SWITCH

SPLIT DUPLEX RECEPT.

QUADPLEX RECEPT.

DUPLEX RECEPT.

RECEPT ON EMERGENCY CKT (DUPLEX SHOWN)

ISOLATED GROUND RECEPT (DUPLEX SHOWN)

RECEPT ON DROP CORD (DUPLEX SHOWN)

RECEPT ON CORD REEL (DUPLEX SHOWN)

FLOOR RECEPT. (DUPLEX SHOWN)

KEYED SW.

SW. W/PILOT

3-WAY SW.

4-WAY SW.

DESCRIPTION

WALL MOUNTED FLOODLIGHT (TYPE DENOTED)

POLE MOUNTED LIGHT (TYPE DENOTED)

RECESSED LIGHT (TYPE DENOTED)

SURFACE LIGHT (TYPE DENOTED)

EXIT SIGN (TYPE DENOTED)

SUSPENDED OR PENDANT LIGHT (TYPE DENOTED)

TRACK AND TRACK LIGHT (TYPES DENOTED)

SURFACE LINEAR LIGHT (TYPE DENOTED)

STRIP LIGHT (TYPE DENOTED)

EMERGENCY BATTERY LIGHT (TYPE DENOTED)

RECESSED LINEAR LIGHT (TYPE DENOTED)

POLE MOUNTED FLOODLIGHT (TYPE DENOTED)

QUADRAPLEX PLEX RECEPTACLE

ON EMERGENCY CIRCUIT

LIGHT FIXTURE ON EMERGENCY CIRCUIT

CIRCUIT BREAKER PANEL

DASHED SYMBOL INDICATES REMOVED

HALFTONE SYMBOL INDICATES EXISTING

LIGHT LEVEL SENSOR - TYPE DENOTED

PHOTOCELL

SAFETY DISC. SW. (FUSED)

SAFETY DISC. SW. (NON-FUSED)

COMB. MOTOR STARTER (FUSED)

POWER OR DISTRIBUTION PANEL

MOTOR (SEE SCHEDULE)

TRANSFORMER (TYPE DENOTED)

STATIC GROUND RECEPTACLE (TYPE DENOTED)

SPECIAL RECEPT. OR CONN. (SEE SCHEDULE)

JUNCTION BOX (FLOOR MOUNTED)

GROUND ROD (PLAN VIEW)

LIGHTNING PROTECTION AIR TERMINAL

CLOCK (TYPE DENOTED)

POWER POLE (OPEN OFFICE STYLE)

MULTIOUTLET ASSEMBLY (TYPE DENOTED)

DESCRIPTION

UTILITY SERVICE POWER POLE (SITE)

OCCUPANCY SENSOR - TYPE DENOTED

COMBINATION TELEPHONE/DATA OUTLET

INFORMATION OUTLET (TYPE DENOTED)

TELEPHONE OUTLET (TYPE DENOTED)

DESCRIPTION

WIRELESS ACCESS POINT

CARD READER

SECURITY

SYSTEMS

FIRE ALARM

JUNCTION BOX (WALL MOUNTED)

CR

C

POWERLIGHTING

SYMBOL

TELEPHONE OUTLET (TYPE DENOTED)

DESCRIPTION

SYSTEMS

SYMBOL DESCRIPTIONSYMBOL DESCRIPTION

INSTRUMENTATION

MANUAL MOTOR STARTER SWITCH

WEATHER PROOF SWITCH

TIMER SWITCH

D P

K

OS

M

W P

MC

T

TD

OS

LS

P

WAP

DOOR CONTACTDC

MOTION DETECTORMD

CCTV

CCTV-PTZ

* = * FACP (FIRE ALARM CONTROL PANEL)

FAA (FIRE ALARM ANNUNCIATOR)

FAGM (FIRE ALARM GRAPHIC MAP)

PACP (PRE-ACTION CONTROL PANEL)

* =* F (MANUAL PULL STATION)

FD (FIRE DAMPER)

F/S (FIRE/SMOKE DAMPER)

SD (SMOKE DAMPER)

M (MAGNETIC DOOR HOLDER)

RT (REMOTE TEST STATION & PILOT LIGHT)

V (VISUAL)

I OR Z (INDIVIDUAL ADDRESSABLE MODULE)

WHERE X:

C (CONTROL TYPE)

M (MONITOR TYPE)

S (SUPERVISORY)

* =* F (FLOW SWITCH)

T (TAMPER SWITCH)

P/V (POST INDICATOR VALVE)

* =* A (AUDIBLE)

H (HORN)

AV (AUDIBLE & VISUAL)

WHERE X:

X (CANDELA RATING)

* = D (DUCT DETECTOR)

H (HEAT)

S (SMOKE)

F (FLAME DETECTOR)

IR (INFRA-RED)

MF (MULTI SPECTRUM FLAME)

S (SMOKE DETECTOR)

I (IONIZATION)

P (PHOTOELECTRIC)

H (HEAT DETECTOR)

R (RATE OF RISE)

F (FIXED TEMPERATURE)

WIRING AND GROUNDING

XX =XX PS (PRESSURE SWITCH)

SV (SOLENOID VALVE)

LS (LIMIT SWITCH)

L (FLOAT SWITCH)

FS (FLOW SWITCH)

FD (FLOOR FLOOD FLOAT SWITCH)

T (THERMOSTAT)

MV (MOTORIZED VALVE)

XX =XX PT (PRESSURE TRANSMITTER)

LT (LEVEL TRANSMITTER)

LE (LEVEL ELEMENT)

FT (FLOW TRANSMITTER)

FM (FLOW METER ELEMENT)

TT (TEMPERATURE TRANSMITTER)

AT (ANALYZER)

MV (MODULATING MOTORIZED VALVE)

AE (ANALYZER ELEMENT)

CONDUIT EXPOSED

CONDUIT CONCEALED

CONDUIT CAPPED

CONDUIT CONTINUED

GROUND CONDUCTOR

OH OVERHEAD ELECTRICAL LINE

EE DIRECT BURIED CONDUIT

XX-1

P

P

J

J

J

SYSTEM

DESIGNATION

EQUIPMENT

DESIGNATION

EMERGENCY

UNINTERRUPTIBLE POWER SOURCE

NORMAL

U

LPE-102

E

(BLANK)

PANEL NUMBER

FLOOR OF STRUCTURE

3Ø4W. 208Y/120V

3Ø4W, 480Y/277V

EQUIPMENT DESIGNATION

SYSTEMS DESIGNATION

LP

PP

CODE

CODE

P3Ø3W. 480

L1Ø3W. 240/120V

PANELBOARD IDENTIFICATION

CURRENT TRANSFORMER

SELECTOR SWITCH

STARTER, CONTACTOR OR RELAY COIL

FLOAT SWITCH (OPENING ON RISING LEVEL)

FLOAT SWITCH (CLOSING ON RISING LEVEL)

TEMPERATURE SWITCH (OPENING ON RISING LEVEL)

TEMPERATURE SWITCH (CLOSING ON RISING LEVEL)

NORMALLY CLOSED PUSH-BUTTON

NORMALLY OPEN PUSH-BUTTON

NORMALLY OPEN CONTACTS

NORMALLY CLOSED CONTACTS

NORMALLY OPEN LIMIT SWITCH

SWITCH

SOLENOID

FUSE

GROUND

CONNECTION POINT

SURGE SUPPRESSION

THERMAL OVERLOAD RELAY

PILOT LIGHT

TRANSFORMER

MAGNETIC STARTER

FUSED DISCONNECT

POTENTIAL TRANSFORMER

NORMALLY CLOSED LIMIT SWITCH

MUSHROOM HEAD PUSH-BUTTON

FIXED CAPACITOR

CIRCUIT BREAKER

MOTOR- NUMBER DENOTES HORSEPOWER

EXTERNAL CONNECTION POINT

KEY INTERLOCK

P

P

SWITCH (OPENING ON INCREASE)

P=PRESSURE

V=VACCUM

DP=DIFFERENTIAL PRESSURE

SWITCH (CLOSING ON INCREASE)

P=PRESSURE

V=VACCUM

DP=DIFFERENTIAL PRESSURE

ON TIME DELAY SWITCH

(TIME DELAY AFTER COIL IS ENERGIZED)

OFF TIME DELAY SWITCH

(TIME DELAY BEFORE COIL IS ENERGIZED)

AT PLC (SCHEMATIC DEVICE LOCATION)

AT MOTOR (SCHEMATIC DEVICE LOCATION)

FLOW SWITCH (CLOSING ON INCREASE IN FLOW)

FLOW SWITCH (OPENING ON INCREASE IN FLOW)

TORQUE SWITCH (NORMALLY CLOSED)

TORQUE SWITCH (NORMALLY OPEN)

METERING DEVICE

ENGINE DRIVEN GENERATOR

ALARM HORN

ANTENNA

POTENTIOMETER

OCCUPANCY SENSOR, CEIL MOUNT

OCCUPANCY SENSOR, WALL MOUNT

DRAWOUT CIRCUIT BREAKER

SCHEMATIC SYMBOLS

AT MFR CP (SCHEMATIC DEVICE LOCATION)

R1

G

K

OS

OS

L A

M E

D E

E R

C L

IN

IC

H E

L

IP

O R

T R

E C

O N

S T

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N

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G S

A R

E A

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F

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IF

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H A

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-7

180991

JS

NS/JS

IN

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project

Checked By

Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL, MEP, STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

SUITE 1200, COLORADO CENTER TOWER TWO

DENVER, CO. 80222

720.540.6800

ELECTRICAL TITLE SHEET

E001

INDEX OF ELECTRICAL DRAWINGS

E001 ELECTRICAL TITLE SHEET

E051 LAME DEER ELECTRICAL SITE PLAN

E101 LAME DEER ENLARGED LIGHTING AND POWER PLAN

E501 LAME DEER ONE-LINE DIAGRAM

E601 LAME DEER ELECTRICAL SCHEDULES AND DETAILS

03/07/2025

T

J

KEYNOTES

1. APPROXIMATE LOCATION OF ELECTRICAL ROOM CONTAINING PANEL P3.

X

SITE GENERAL NOTES

A. ALL WORK SHALL COMPLY WITH THE 2023 NATIONAL ELECTRIC CODE, NATIONAL,

STATE, AND LOCAL CODES.

B. COORDINATE ALL EQUIPMENT LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH IN.

C. ALL CONDUIT ROUTING SHOWN IS APPROXIMATE. IT IS THE ELECTRICAL

CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH ALL OTHER TRADES AND

UTILITIES TO AVOID CONFLICTS WITH NEW WORK AND EXISTING CONDITIONS PRIOR

TO INSTALLATION.

D. ALL EXTERIOR CIRCUITS SHALL BE #10 AWG CONDUCTORS AT A MINIMUM FOR THE

ENTIRE LENGTH OF THE CIRCUIT.

E. CIRCUIT NUMBERS AT HOMERUNS CORRESPOND TO PANELBOARD BREAKERS (SEE

PANELBOARD SCHEDULES). BRANCH CIRCUITS CONDUCTORS SHALL BE SIZED

ACCORDING TO THE CIRCUIT BREAKER RATING UNLESS OTHERWISE INDICATED ON

THE EQUIPMENT SCHEDULES(S).

F. ALL LIGHTING AND POWER CONDUCTORS SHALL BE INSTALLED BETWEEN 24"

(MINIMUM) AND 36" (MAXIMUM) BELOW FINISHED GRADE.

L A

M E

D E

E R

C L

IN

IC

H E

L

IP

O R

T R

E C

O N

S T

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C T

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N

B

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L

IN

G S

A R

E A

O F

F

IC

E

F

IF

T

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4, S

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S E

A T

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IN

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-7

180991

JS

NS/JS

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A

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E R

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IC

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CONSTRUCTION DOCUMENTS 03.07.2025

REVISION SCHEDULE

REV. # DESCRIPTION DATE

R

SEH Project

Checked By

Drawn By

Project Status Issue Date

This drawing is an instrument of service and shall remain the property of Short Elliott Hendrickson, Inc.

(SEH). This drawing, concepts and ideas contained herein shall not be used, reproduced, revised, or retained without the express written approval of SEH.

Submission or distribution of this drawing to meet official or regulatory requirements or for purposes in connection with the project is not be construed as publication in derogation of any of the rights of SEH. S ho rt E lli ot t H en dr ic ks on

, I nc

A ll

R ig ht s

R es er ve d

C O

P Y

R

IG

H T

PROJECT OWNER

INDIAN HEALTH SERVICE (IHS)

DEPARTMENT OF HEALTH AND HUMAN

SERVICES

DIVISION OF ENGINEERING SERVICES

701 FIFTH AVENUE, MS 24, SUITE 1600

SEATTLE, WASHINGTON 98104-7304

CIVIL, MEP, STRUCTURAL

SHORT ELLIOTT HENDRICKSON INC.

2000 SOUTH COLORADO BLVD.

SUITE 1200, COLORADO CENTER TOWER TWO

DENVER, CO. 80222

720.540.6800

LAME DEER ELECTRICAL

SITE PLAN

E051 1/32" = 1'-0"

LAME DEER ELECTRICAL SITE PLAN

0 24' 48' 72'

J

GENERAL NOTES

A. ALL WORK SHALL COMPLY WITH THE 2023 NATIONAL ELECTRIC CODE, NATIONAL,

STATE AND LOCAL CODES.

B. COORDINATE ALL FIXTURE AND CONTROL DEVICE LOCATIONS WITH MECHANICAL

PIPING, DUCTWORK, ECT., TO AVOID CONFLICT PRIOR TO ROUGH IN.

C. COOORDINATE ALL EQUIPMENT LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH IN.

D. ALL EXTERIOR CIRCUITS SHALL BE #10 AWG CONDUCTORS AT A MINIMUM FOR THE

ENTIRE LENGTH OF THE CIRCUIT.

E. ALL LIGHTING AND POWER CONDUCTORS SHALL BE INSTALLED BETWEEN

24"(MINIMUM) AND 36"(MAXIMUM) BELOW FINISHED GRADE.

F. ALL RECEPTACLES LABELED WP SHALL BE PROTECTED WITH AN IN-USE TYPE

WEATHERPROOF ENCLOSURE.

G. LOWERCASE LETTERS AT FIXTURES CORRESPOND TO TEH SWITCH AND/OR CONTROL

DEVICE IDENTIFICATION.

H. ALL LIGHT SWITCHES ARE MOUNTED 48" ABOVE FINISHED FLOOOR, UNLESS

OTHERWISE INDICATED ON THE DRAWINGS.

I. FOR ALL 20A CIRCUITS EXCEEDING 120' FROM THE PANEL TO THE FIXTURE, PROVIDE #

10 AWG CONDUCTORS FOR VOLTAGE DROP.

J. WIRE COUNTS FOR CIRCUIT CONDUCTORS ARE NOT SHOWN. PROVIDE PROPER

NUMBER OF CONDUCTORS TO ACHIEVE CIRCUIT AND SWITCHING CONNECTIONS

SHOWN.

K. CIRCUIT NUMBERS AT HOMERUN CORRESPOND TO PANELBOARD BREAKERS (SEE

PANELBOARD SCHEDULE(S)). BRANCH CIRCUITS SHALL BE SIZED ACCORDING TO THE

CIRCUIT BREAKER RATING, UNLESS INDICATED OTHERWISE ON TEH EQUIPMENT

SCHEDULE(S).

L. NO METALLIC MATERIALS SHOULD BE IN DIRECT CONTACT WITH CONDUCTIVE

CONCRETE. METAL OBJECTS MUST BE INSULATED FROM CONDUCTIVE CONCRETE

WITH PLASTIC SHEATHS, EPOXY COATING OR SEALANT, OR ENCASED IN STANDARD

CONCRETE. SPECIFIC METAL OBJECTS INCLUDE, BUT NOT LIMITED TO: LIGHTING

CONDUCTORS AND FIXTURES.

KEYNOTES

1. EXISTING WIND SOCK. DISCONNECT FROM EXISTING CIRCUIT AND RECONNECT TO

NEW HELIPAD LIGHTING CIRCUIT P3-56. CONTROL FOR WIND SOCK LIGHTING

ASSEMBLY SHALL BE CONNECTED TO EXISTING LIGHT SWITCH FOR HELIPAD LIGHTING.

2. L-852H BASIS OF DESIGN: "FLIGHT LIGHT HL-392 G IR LPUL". LIGHT FIXTURE TO BE

INSTALLED IN LOAD BEARING LIGHT BASE L-868 SIZE A. FIXTURE BASE L-868 BASIS OF

DESIGN: "FLIGHT LIGHT: 30-L868AH-2QD". CONNECT TO EXISTING LIGHT SWITCH FOR

HELIPAD LIGHTS. TYP.

3. APPROXIMATE LOCATION OF EXISTING LIGHT SWITCH FOR HELIPAD LIGHTS. EXISTING

LIGHT…