B08_Drawing_140L4324R0018_Baker_Fire_Crew_Quarters.pdf

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GENERAL

COVER SHEET

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FEBRUARY 2023 78

DRAWING NO.

SHEET OFDATE:

SCALE:DRAWN:

APPROVED

RECOMMENDED

SUBMITTED

VALE DISTRICT OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DISTRICT MANAGER

OPERATION CHIEF OR EQUIVALENT

FIELD MANAGER

THINKALWAYS SAFETY

DSGN: CHK: APVD:

ENGINEERING APPROVAL

DISTRICT OR ZONE ENGINEER

GENERAL

G-001 COVER SHEET

G-002 SITE STAGING AND EROSION

CONTROL PLAN

G-003 SPECIAL INSPECTION TABLES

CIVIL

C-001 GENERAL NOTES AND LEGEND

C-101 SITE PLAN

C-102 SITE GRADING PLAN

C-103 SITE UTILITIES PLAN

C-501 DETAILS

C-502 DETAILS

C-503 DETAILS

ARCHITECTURAL

A-001 LEGEND AND ABBREVIATIONS

A-002 LIFE SAFETY PLAN

A-101A FLOOR PLAN

A-101B FLOOR PLAN

A-110 A REFLECTED CEILING PLAN

A-110B REFLECTED CEILING PLAN

A-120 A ROOF PLAN

A-120B ROOF PLAN

A-201 EXTERIOR ELEVATIONS

A-301 SECTIONS

A-302 WALL SECTIONS

A-401 ENLARGED PLANS

A-402 INTERIOR ELEVATIONS

A-403 INTERIOR ELEVATIONS

A-501 DETAILS

A-502 DETAILS

A-503 DETAILS

A-601 DOOR AND WINDOW SCHEDULES

A-602 SCHEDULES

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES

S-101A FLOOR FRAMING PLAN AND SECTION

S-101B FLOOR FRAMING PLAN AND SECTION

S-120A ROOF FRAMING PLAN

S-120B ROOF FRAMING PLAN

S-301 BUILDING SECTIONS

S-501 DETAILS

S-502 DETAILS

S-503 DETAILS

U.S. DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

SHEET INDEX

SHEET # DRAWING NO.

PROJECT ADDRESS:

BAKER CITY, OREGON 97814

LOCATION MAP

VICINITY MAP

ST. HELENS

ASTORIA

TILLAMOOK

MCMINNVILLE

ALBANYNEWPORT

CORVALLIS

HOOD

RIVER

DALLES

THE

MADRAS

PRINEVILLE

COQUILLE

GRANTS

PASS

Ashland

BURNS

KLAMATH

FALLS

CONDON

MORO

PENDLETON

LA GRANDE

ENTERPRISE

VALE Ontario

PORTLAND

SALEM

MEDFORD

EUGENE

ROSEBURG

Athena

N. Powder

UnityDayville Sisters

Juntura

Frenchglen Burns Jct.

McDermitt

Paisley

La Pine

Crescent

Biggs

Lexington

Hermiston Boardman

Ukiah

Arlington

Malin Brookings

Coos Bay

Drain

Canyonvil le

Reedsport Oakridge

GoshenFlorence

Lincoln City

Waldport

Home Sweet

Detroit Antelope

Maupin

Forest Grove

Hebo

Cannon Beach Seaside

Rainier

Milton-Freewater

W

26 35 197

3951926

3953197

Bonanza

Junction City

BAKER CITY

HEPPNER

Copperfield

Lake Silver

Junction CaveBEACH

GOLD

Orford Port

LAKEVIEW

CANYON

CITY

Day John

CITY

OREGON

HILLSBORO

DALLAS

Redmond Z

Z

Val ley Jordan

BEND

Project Location

SHEET TITLE

BAKER CITY FIRE GUARD

CREW QUARTERS BUILDING

BAKER CITY, OREGON

UNITED STATES DEPARTMENT OF INTERIOR

VALE DISTRICT OFFICE

BUREAU OF LAND MANAGEMENT

3305 13TH STREET

UNION PACIFIC RR

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MECHANICAL

M-001 LEGENDS AND ABBREVIATIONS

M-101A HVAC CRAWL SPACE PLAN

M-101B HVAC CRAWL SPACE PLAN

M-102A HVAC FLOOR PLAN

M-102B HVAC FLOOR PLAN

M-501 DETAILS

M-502 DETAILS

M-601 SCHEDULES

M-701 SEQUENCE OF OPERATIONS

PLUMBING

P-001 LEGEND AND ABBREVIATIONS

P-101A CRAWL SPACE PLAN

P-101B CRAWL SPACE PLAN

P-102A FLOOR PLAN

P-102B FLOOR PLAN

P-501 DETAILS

P-601 SCHEDULES

P-701 DIAGRAMS

ELECTRICAL

E-001 LEGEND

E-002 GENERAL NOTES AND ABBREVIATIONS

E-003 ONE LINE DIAGRAM

E-100 SITE PLAN

E-101A POWER PLAN

E-101B POWER PLAN

E-102A LIGHTING PLAN

E-102B LIGHTING PLAN

E-103A COMMUNICATIONS PLAN

E-103B COMMUNICATIONS PLAN

E-104A FIRE ALARM PLAN

E-104B FIRE ALARM PLAN

E-105 FIRE ALARM RISER DIAGRAM AND MATRIX

E-106A CRAWLSPACE PLAN

E-106B CRAWLSPACE PLAN

E-501 DETAILS

E-502 DETAILS

E-601 LUMINAIRE SCHEDULE

E-602 PANELBOARD SCHEDULES

E-603 LIGHTING COMPLIANCE CERTIFICATE

FIRE PROTECTION

FP-101A FLOOR PLAN

FP-101B FLOOR PLAN

SHEET # DRAWING NO. SHEET TITLE

US HIGHWAY 30

FIRE GUARD

STATION

92527PE

REENIGNE

OREGON

JUL Y 11, 2 0 17

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APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

N

GENERAL

SITE STAGING AND

EROSION CONTROL PLAN

AT

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G-002

AT

D3290113_G-002.dwg

EAST RAILROAD STREET

0 40 80 120

1"=40'

TH

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"F" STREET

"E" STREET

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GENERAL NOTES

A. UTILIZE STAGING AREA FOR STOCKPILES,

MATERIALS STORAGE, CONTRACTOR'S EMPLOYEE

PARKING AND TRAILERS. COORDINATE FINAL

LOCATIONS WITH CONTRACTING OFFICER.

B. ALL MATERIALS STOCKPILED FOR 24 HOURS OR

MORE MUST BE COVERED UNLESS OTHERWISE

DIRECTED OR APPROVED IN WRITING BY

CONTRACTING OFFICER.

C. EROSION AND SEDIMENT CONTROL MEASURES

SHOWN ARE MINIMUM REQUIREMENT. SWPPP TO

BE DESIGNED AND SUBMITTED TO OREGON

DEPARTMENT OF ENVIRONMENTAL QUALITY.

SHEET KEYNOTES

1. SILT FENCE, SEE 1/C-501

2. CONTRACTOR STAGING AREA

3. STABILIZED CONSTRUCTION ENTRANCE, SEE

4/C-503

4. PROPERTY LINE

5. SILT FENCE SURROUNDING INFILTRATION BASIN TO

REMAIN IN PLACE UNTIL SITE IS PERMANENTLY

STABILIZED

Digital Signature

JH

Amanda Thompson

Perrin Robinson

John Hatten

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SCALE:DRAWN:

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REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

GENERAL

SPECIAL INSPECTION TABLES

CW

RC

KS

G-003

JH

D3290113_G-003.dwg

92527PE

REENIGNE

OREGON

JUL Y 11, 2 0 17

Digital Signature

Cory Webster

Kent Soelberg

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REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

CIVIL

GENERAL NOTES AND LEGEND

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D3290113_C-001.dwg

GENERAL UTILITIES NOTES:

GENERAL SITE NOTES:

1. TOPOGRAPHIC SURVEY PROVIDED BY ANDERSON PERRY ON AUGUST 11, 2022. CONTRACTOR SHALL FIELD

VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION.

2. VERTICAL DATUM : ELEVATIONS SHOWN ARE A REPRESENTATION OF NAVD88 (GEOID18) BASED ON THE OREGON REAL-TIME GNSS NETWORK (ORGN), SOLUTIONS AT APA CONTROL POINTS #501 AND 502. POINT 502

WAS THEN TIED WITH RTK FOR A SECOND CHECK FROM APA CONTROL #501.

HORIZONTAL DATUM : THE COORDINATES OF APA CONTROL POINTS #501-504 ARE IN THE OREGON STATE PLANE COORDINATE SYSTEM - OREGON NORTH ZONE NAD83 (CORS2011), EXPRESSED IN INTERNATIONAL FEET, EPSG CODE 6559 FOR REFERENCE, BASED ON THE OREGON REAL-TIME GNSS (ORGN). ALL POINTS ARE

GRID COORDINATES. ANY BEARINGS SHOWN ARE GRID BEARINGS.

3. EXISTING STRUCTURES, AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT-LINED. NEW FINISH

GRADE, STRUCTURES, AND SITE FEATURES ARE SHOWN HEAVY-LINED.

4. MAINTAIN, RELOCATE, OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS, AND STAKES WHICH ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS

THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER, AND AT THE CONTRACTOR'S EXPENSE.

5. COORDINATES AND DIMENSIONS SHOWN FOR IMPROVEMENTS ARE TO EDGE OF PAVEMENT, GRAVEL

SURFACING, OR STRUCTURE.

6. STAGING AREA SHALL BE FOR CONTRACTOR'S EMPLOYEE PARKING, CONTRACTOR'S TRAILERS AND ON-SITE

STORAGE OF MATERIALS.

7. ELEVATIONS GIVEN ARE TO FINISH GRADE UNLESS OTHERWISE SHOWN.

8. SLOPE UNIFORMLY BETWEEN CONTOURS AND SPOT ELEVATIONS SHOWN, PROVIDE POSITIVE DRAINAGE TO

ALL PLANNED LOW POINTS.

9. COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS, RULES AND REGULATIONS APPLICABLE TO

TEMPORARY EROSION AND SEDIMENT CONTROL AT THE SITE.

10. PROVIDE, IMPLEMENT AND MAINTAIN EROSION CONTROL DEVICES DURING CONSTRUCTION IN ACCORDANCE WITH THE OREGON DEPARTMENT OF ENVIRONMENTAL QUALITY'S CONSTRUCTION STORMWATER BEST

MANAGEMENT PRACTICES.

11. THE MEASURES SHOWN IN THESE PLANS ARE CONCEPTUAL. CONTRACTOR TO DEVELOP AND OBTAIN

EROSION AND SEDIMENT CONTROL PERMITS PRIOR TO CONSTRUCTION.

12. CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE SEDIMENT LADEN RUNOFF

FROM LEAVING THE SITE.

1. ALL PIPES SHALL HAVE A CONSTANT SLOPE BETWEEN INVERT ELEVATIONS UNLESS A FITTING IS

SHOWN.

2. ALL NEW WATER PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, CHLORINATED AND

BACTERIOLOGICALLY TESTED, AS SPECIFIED.

3. CONFORM TO BAKER CITY'S STANDARD DRAWINGS AS INDICATED ON THESE DRAWINGS WITH "BC-".

FOR INSTANCE, BC-403 REFERENCES BAKER CITY STANDARD DETAIL 403.

CIVIL LEGEND

TREE

STRUCTURE, BUILDING OR FACILITYOR

GRAVEL SURFACING

DEMOLITION

ROW/PROPERTY LINE

CONCRETE PAVEMENT

OVERHEAD POWER

EDGE OF GRAVEL ROAD

SANITARY SEWER LINE

POWER POLE

ABBREVIATIONS

OR XXX

WATERLINE

AC

ADA

APPROX

BC

BLDG

BMP

BUR

C

CONC

COORD

C.O., CO

CL, C

DI

DIA, Ø

DEMO

DWG

E

ELEC

ELEV

EQUIP

ESC

EXST

FG

FL

FT

HP

IE

INV

L

LF

LP

MAX

MH

MIN

N

NIC

NTS

OC

ODEQ

OHP

OWRD

PCCP

PE

PJF

POV

PV

PVC

R, RAD

REQ'D

ROW

RV

S, SS

SD

SIM

SOG

SPEC'D

SST

SW

TOC

TYP

W W/

L

AND

ASPHALT CONCRETE

AMERICANS WITH DISABILITIES ACT

APPROXIMATE

BAKER CITY STANDARD DRAWINGS

BUILDING

BEST MANAGEMENT PRACTICE

BURIED

CATCH BASIN

CONCRETE

COORDINATE

CONTRACTING OFFICER

CENTERLINE

DUCTILE IRON

DIAMETER

DEMOLISH OR DEMOLITION

DRAWING

EAST, EASTING

ELECTRICAL

ELEVATION

EQUIPMENT

EROSION AND SEDIMENT CONTROL EXISTING

EXISTING

FINISHED GRADE

FLOWLINE

FEET

HIGH POINT

INVERT ELEVATION

INVERT

LENGTH

LINEAR FEET

LOW POINT

MAXIMUM

MANHOLE

MINIMUM

NORTH, NORTHING

NOT IN CONTRACT

NOT TO SCALE

ON CENTER

OREGON DEPARTMENT OF ENVIRONMENTAL

QUALITY

OVERHEAD POWER

OREGON WATER RESOURCES DEPARTMENT

PORTLAND CEMENT CONCRETE PAVEMENT

POLYETHELENE

PREFORMED JOINT FILLER

PRIVATELY OWNED VEHICLE

PHOTOVOLTAIC

POLYVINYL CHLORIDE

RADIUS

REQUIRED

RIGHT OF WAY

RECREATIONAL VEHICLE

SANITARY SEWER

STORMDRAIN

SIMILAR

SLAB ON GRADE

SPECIFIED

STAINLESS STEEL

SIDEWALK

TOP OF CONCRETE

TYPICAL

WATER

WITH

OHP

SILT FENCE

LIMITS OF DISTURBANCE

NATURAL GAS LINE

UNDERGROUND TELEPHONET

NATURAL GAS LINEG

WATER LINEW

TELEPHONE RISER

GAS METER

ROAD SIGN

WATER VALVE

OVERHEAD TELEPHONEOHT

ELECTRICAL RISER

GUY WIRE

SANITARY SEWER LINESS

SANITARY SEWER MANHOLE

SS

W

G

ROW CENTERLINE

CHAIN LINK FENCE

XX

WIRE FENCE

SANITARY SEWER MANHOLE

FIRE HYDRANT

CONTROL POINT

VALVE

ASPHALT PAVEMENT PATCH

CHAIN LINK FENCING

WATER METERM

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Amanda Thompson

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APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

N

CIVIL

SITE PLAN

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D3290113_C-101.dwg

EAST RAILROAD STREET

0 40 80 120

1"=40'

SHEET KEYNOTES

GENERAL SHEET NOTES

A. SURVEY WAS CONDUCTED ON APPROXIMATELY

AUGUST 11, 2022 BY ANDERSON PERRY AND

ASSOCIATES, INC.

B. VERIFY ALL EXISTING CONDITIONS PRIOR TO

CONSTRUCTION AND BRING INCONSISTENCIES TO

CONTRACTING OFFICER'S ATTENTION.

FUTURE FOREST

SERVICE BUILDING

(NOT IN THIS

CONTRACT)

1. FIRE CREW QUARTERS BUILDING

2. CREOSOTE TREATED RAILROAD TIE BORDER, SEE

7/C-501

3. GRAVEL POV PARKING SPACES

4. CHAIN LINK FENCE, SEE 5/C-503

5. 24' WIDE GRAVEL DRIVEWAY, SEE 2/C-501

6. DOUBLE SWING, MANUAL SWING GATE, 24' TOTAL

OPENING WIDTH, SEE 5/C-503

7. OVERFLOW GRAVEL PARKING AREA

8. ADA PARKING SPACE, LOADING ZONE, AND

SIGNAGE, SEE 5/C-501, 6/C-501 AND 6/C-503

9. CONCRETE STOOP, SEE 3/C-501

10. 14' WIDE CONCRETE SIDEWALK, SEE 4/C-501

11. RETAIN AND PROTECT

12. DEMOLISH

13. TIE INTO EXISTING

14. GRAVEL SURFACING, SEE 2/C-501

15. CONCRETE EQUIPMENT PAD, SEE 7/S-501

16. INFILTRATION BASIN, SEE 2/C-503

17. CONCRETE PATIO, SEE 1/S-502

18. BOTTOM OF INFILTRATION BASIN

19. 28' LONG CONCRETE ENCASED 12" WIDE TRENCH

DRAIN, SEE 7/C-503

24'

14'

5' X 5'

"F" STREET

"E" STREET

TH

S

TR

EE

T

9'

18'

TYP 10

TH

S

TR

EE

T

FENCE

FENCE

200 LF OF

EXISTING FENCE

30'

30'

R=30'

TH

S

TR

EE

T

"F" STREET

OHP

FENCE

FUTURE PARKING

(NOT IN THIS CONTRACT)

FENCE

83.5'

95'

TYP 3

N 419744.90 E 8890438.29

N 419696.32 E 8890439.61

N 419484.84 E 419484.84

N 419498.55 E 8890906.71

N 419762.92 E 8890897.36

19'

178'

N 419599.72 E 8890798.71

N 419602.67 E 8890882.16

N 419507.73 E 8890885.52

N 419503.92 E 8890777.99

BUILDING LOCATION CONTROL POINTS

POINT # NORTHING EASTING ELEVATION

B1 B2

419621.67 8890859.53

419730.79 8890835.51

B1

B2

#501

#504

#502

#503

CONTROL POINT TABLE

POINT #

NORTHING

419781.24

419188.80

419144.34

419847.15

EASTING

8891097.84

8891130.96

8890705.98

8890353.47

ELEVATION

3423.76

3428.14

3424.43

3422.01

DESCRIPTION

APA_RPC

APA_H+MAG

APA_NLSPK

APA_NLSPK

18'

N 419722.34 E 8890812.30

N 419618.42 E 8890816.33

27'-3" X 13'-10"

27'-3" X 13'-10"

Digital Signature

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Amanda Thompson

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T T

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S S

S S

W

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DRAWING NO.

SHEET OFDATE:

SCALE:DRAWN:

APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

N

CIVIL

SITE GRADING PLAN

AT

JO

PR

C-102

AT

D3290113_C-102.dwg

0 40 80 120

1"=40'

SHEET KEYNOTES

1. LIMITS OF DISTURBANCE

2. FUTURE FOREST SERVICE BUILDING AND PARKING

(NOT IN CONTRACT)

3. DRAINAGE SWALE, SEE 3/C-503

4. INFILTRATION BASIN, SEE 2/C-503

5. 28' LONG CONCRETE ENCASED 12" WIDE TRENCH

DRAIN, SEE 7/C-503

GENERAL SHEET NOTES

A. FINISHED GRADE OF LANDSCAPED AREA DIRECTLY

OUTSIDE BUILDING TO BE 6" BELOW FINISHED

FLOOR ELEVATION, SLOPING AT A MINIMUM OF 5%

AWAY FROM BUILDING.

B. IN DISTURBED AREA NOT RECEIVING GRAVEL OR

CONCRETE SURFACING, TOPSOIL TO BE PLACED

ONLY. LANDSCAPING AND IRRIGATION BY OTHERS.

CONTRACTOR TO HYDROSEED SIDES OF

INFILTRATION BASIN PER 2/C-503 AND SIDES OF

SWALE PER 3/C-503.

C. SEE A-120A AND A-120B FOR DOWNSPOUT

LOCATIONS.

D. PROVIDE POSITIVE DRAINAGE TO ALL PROPOSED

LOW POINTS.

E

A

T

I

L

R

O

D

T

R

E

E

T

T

H

S

T R

E E

T

"F" STREET

"E " S

TREET

T

H

S

T R

E E

T

FUTURE FOREST

SERVICE BUILDING

(NOT IN THIS

CONTRACT)

2% M

IN

FFE :

3424.5

+ HP: 3

FUTURE PARKING (NOT

IN THIS CONTRACT)

T

H

S

T R

E E

T

3423.16

3424.0

3423.16

3423.32

3424.5

BOTTOM EL : 3

419.0

3424.2

3425.34

3423.75

3423.5

EDGE O

F G

RAVEL

= 3423.14, DAYLIG

HT TO TRENCH

DRAIN

IN

V. O

UT

3423.27

(FG = TOP

DRAIN)

EDGE O

F G

RAVEL

= 3421.39, DAYLIG

HT TO TRENCH

DRAIN IN

V. O

UT

3421.65

(FG = TOP

DRAIN)

Digital Signature

JH

Amanda Thompson

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DRAWING NO.

SHEET OFDATE:

SCALE:DRAWN:

APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

N

CIVIL

SITE UTILITIES PLAN

AT

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C-103

AT

D3290113_C-103.dwg

0 40 80 120

1"=40'

SHEET KEYNOTES

1. SEWER STUB EXTENSION TO ROW (BY BAKER CITY)

2. 8" DI WATER MAIN AND CAPPED STUB (BY BAKER

CITY)

3. HYDRANT (BY BAKER CITY)

4. 2" COPPER WATER SERVICE

5. HOT TAP EXISTING 8" CI WATER MAIN (BY BAKER

CITY)

6. 4" PVC SANITARY SEWER SERVICE

7. SINGLE CLEANOUT, SEE 3/P-501

8. NATURAL GAS SERVICE PAID BY CONTRACTOR

AND INSTALLED BY CASCADE NATURAL GAS

COMPANY, SEE P-102A FOR LOCATION OF METER

9. WATER SERVICE STUB FOR FUTURE TRUCK FILL

STATION (BY BAKER CITY)

10. NOT USED

11. 2" IRRIGATION WATER SERVICE BUILDING STUBOUT

WITH IRRIGATION VALVE BOX, SEE 5/C-502

12. CAP SANITARY SEWER SERVICE FOR FUTURE

EXTENSION

13. NOT USED

14. NOT USED

15. GREASE INTERCEPTOR, SEE 1/C-502

16. 1" RV PARKING SPACES WATER SERVICE BUILDING

STUBOUT WITH IRRIGATION BOX, SEE 5/C-502

17. ELECTRICAL VAULT, SEE E-100

GENERAL SHEET NOTES

A. FOR UTILITY TRENCHING INFORMATION, SEE

6/C-502.

B. SEE E-100 FOR ELECTRICAL INFORMATION.

C. MAINTAIN 10' HORIZONTAL AND 18" VERTICAL

SEPARATION BETWEEN POTABLE AND

NON-POTABLE PIPES.

D. MAINTAIN A MINIMUM OF 10' BETWEEN BUILDING

FOOTING AND NEAREST UTILITY.

E. UTILITY MAIN AND SERVICE INSTALLATION TO

CONFORM TO BAKER CITY STANDARD

SPECIFICATIONS AND DETAILS. IF A CONFLICT

EXISTS BETWEEN THESE DRAWINGS AND THE

CITY'S, INFORM THE CONTRACTING OFFICER.

F. CONTRACTOR WILL APPLY AND PAY FOR WATER

MAIN EXTENSION, WATER SERVICES, AND METERS.

BAKER CITY WILL INSTALL THE WATER MAIN AND

CAPPED STUBOUT, HYDRANT, WATER SERVICES

AND WATER METERS WITHIN THE ROW.

CONTRACTOR TO INSTALL WATER SERVICES

DOWNSTREAM OF THE METERS TO THE BUILDING.

G. CONTRACTOR WILL APPLY AND PAY FOR SANITARY

SEWER SERVICE STUBOUT. BAKER CITY WILL

INSTALL SANITARY SEWER SERVICE STUBOUT TO

ROW.

H. CONTRACTOR WILL APPLY AND PAY FOR NATURAL

GAS SERVICE LINE. CASCADE NATURAL GAS

COMPANY WILL INSTALL NATURAL GAS SERVICE

LINE AND SET THE METER.

EAST RAILRO

AD STREET

TH

S

TR

EE

T

"F" STREET

"E" STREET

TH

S

TR

EE

T

TH

S

TR

EE

T

FUTURE FOREST

SERVICE BUILDING

(NOT IN THIS

CONTRACT)

FUTURE PARKING (NOT

IN THIS CONTRACT)

EXST SSMH B14

RIM EL:3422.84

INV OUT (N):3416.10

INV IN (SE):3416.20

GREASE INTERCEPTOR

RIM EL: 3422.25

INV IN (S): 3417.55

INV OUT (N): 3417.45

168 LF @ 1.36%

ASSUMED SS

INV: 3416.5

28.5 LF @ 11.93%

SS INV: 3418.2

SS INV: 3421.6

SS INV: 3417.11

33 LF

646.5 LF @ 2%

6 52.5 LF @ 7.71%

SS INV: 3421.60

SHEET KEYNOTES

18. 2" WATER METER (BY BAKER CITY)

19. 3" COPPER WATER LINE

20. 2.5" COPPER WATER SERVICE

21. POST INDICATOR VALVE, SEE 8/C-502

22. FIRE DEPARTMENT CONNECTION, SEE 7/C-502

23. COMMUNICATION HANDHOLE, SEE E-100

24. ELECTRICAL SPLICE BOX, SEE E-100

SS INV: 3419.39

Digital Signature

JH

Amanda Thompson

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SCALE:DRAWN:

APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

CIVIL

DETAILS - 1

AT

JO

PR

C-501

AT

D3290113_C-501.dwg

TYPICAL SIDEWALK

NTS

1. FINISH GRADE 1"

BELOW TOP OF

CONCRETE

2. 4" BASE COURSE

3. PREPARED

SUBGRADE

4. WIDTH AS NOTED

ON PLANS

5. NOT USED

6. 4" CONCRETE

KEYED NOTES:

2:1 MAX SLOPE

2:1 MAX SLOPE

4" M

IN

4" M

IN

6"

TYP

1.0'

MIN

SLOPE 1/4"/FT

OR AS SHOWN

1:1, TYP

TYPICAL SECTION (DETACHED FROM BLDG)

A. PROVIDE 1/2" PJF AT ALL INTERFACES WITH EXISTING

STRUCTURES, PCCP AND CONC PADS

B. SIDEWALK MUST CONFORM TO ADA DESIGN REQUIREMENTS

NOTES:

FINISH GRADE

GRAVEL SURFACING

BASE COURSE

PREPARED SUBGRADE

1.

2.

3.

4.

2"

KEYED NOTES:

GRAVEL SURFACING

NTS

6"

A. PROVIDE CONCRETE STOOP THE GREATER OF: 1'-0" WIDER THAN

THE WIDTH OF THE DOOR, OR AS INDICATED ON C-101.

B. PROVIDE THICKENED EDGE ON ALL SIDES OF STOOP.

C. AT BUILDING INTERFACE PROVIDE 1/2" EXPANSION JOINT

CONSISTING OF PREFORMED JOINT MATERIAL AND HOT-POURED

JOINT SEALANT OR SILICONE SEALER.

NOTES:

6" 8" 6"

5' TYP

4" M

IN

4" 4"

2% MAX

1% MIN

2%

1/ 4"

M

IN

1/ 3"

M

AX

1/ 4"

M

AX

1'

1/2" R

TYPICAL CONCRETE STOOP

NTS

1. FINISH GRADE

2. AGGREGATE BASE

COURSE

3. PREPARED SUBGRADE

4. FACILITY FF

5. STOOP-FF INTERFACE,

SEE NOTE C

6. CONCRETE

KEYED NOTES:

SILT FENCE

NTS

NOTES:

ELEVATION

SECTION

BURY BOTTOM OF FILTER FABRIC 6" VERTICALLY BELOW FINISHED GRADE.

2"x4" DOUGLAS FIR OR STEEL FENCE POSTS.

STITCHED LOOPS TO BE INSTALLED DOWNHILL SIDE OF SLOPE.

COMPACT ALL AREAS OF FILTER FABRIC TRENCH.

A.

B.

C.

D.

6"

5' -0

6" 2'

-6

6' MAXIMUM SPACING

5' -0

2' -6

2'

-6

6" 6"

1.

2.

3.

4.

5.

USE STITCHED LOOPS

OVER 2"X4" POSTS

PROVIDE BASE COURSE

BACKFILL IN TRENCH

FILTER FABRIC MATERIAL

NEWLY GRADED OR

DISTURBED SLOPE

FILTER FABRIC MATERIAL

36" WIDE ROLLS

KEYED NOTES:1

ADA SIGN AND MOUNTING

NTS

1' -6

TYP

3" MIN

3" M

IN

1'-0"

A.

B.

C.

1.

2.

3.

4.

5.

6.

MOUNTING BRACKET

MOUNTING BRACKET

FOR SIGN WORDING LAYOUT

SEE SIGN DETAIL, RIGHT;

MATERIAL TO BE PER LOCAL

CITY AND/OR STATE CODE.

2" ID (2 3/8" OD) GALVANIZED

WELDED STEEL PIPE

EXISTING PARKING SPACE

CONCRETE BACKFILL

SIGN, 0.080" THICK ALUMINUM

18" SQUARE WITH 3/4" RADIUS

CORNERS

NOTES:

3' -0

5 ALL HOLES TO BE 9/16" DIAMETER FOR 1/2" BOLTS.

ALL MATERIAL TO BE HOT-DIP GALVANIZED AFTER

FABRICATION.

USE MOUNTING BRACKET NO. THDW-105 OR

APPROVED EQUAL

KEYED NOTES:

VAN

ACCESSIBLE

R7-8

RESERVED

PARKING

R7-8P

ADA SIGN DETAIL

ADA PARKING SPACE

NTS

1. SIGN CENTERED ON

STALL, SEE DETAIL 5,

THIS SHEET

2. 4" WIDE, WHITE

PAVEMENT MARKING

3. ACCESSIBLE SYMBOL

PAVEMENT MARKING,

PER MUTCD FIGURE

3B-22

4. CONCRETE

WHEELSTOP

5. CONCRETE JOINT

5'9'

KEYED NOTES:

2'

NOTES:

1. TRAFFIC PAINT IN ACCORDANCE WITH AASHTO M248, TYPE S.

2. HOMOGENEOUS, EASILY STIRRED TO SMOOTH CONSISTENCE, WITH NO

HARD SETTLEMENT OR OTHER OBJECTIONABLE CHARACTERISTICS

DURING STORAGE PERIOD.

3. ALLOW A MINIMUM CURE TIME OF 30 DAYS BEFORE CLEANING AND

MARKING.

4. THOROUGHLY CLEAN SURFACES TO BE MARKED BEFORE APPLICATION

OF PAVEMENT MARKING MATERIAL.

5. APPLY WHEN AIR TEMPERATURES ARE ABOVE 40 DEGREES AND BELOW

90 DEGREES F. APPLY WHEN SURFACE IS DRY, USE TEMPLATES TO

CONTROL PAINT APPLICATIONS OF SYMBOLS. DO NOT APPLY IN WINDY

CONDITIONS TO AVOID FUZZY LINES AND OVERSPRAYING.

6. PROTECT MARKINGS FROM TRAFFIC UNTIL PAINT IS THOROUGHLY DRY.

7. REMOVE PAINT SPLATTERS, SPILLS OR DRIPS FROM THE WORK AND

ANY PLACE SPILLS HAVE OCCURRED.

CREOSOTE TREATED RAILROAD TIE

NTS

9"

4" 4"

STOP L=6'-0"

CONCRETE

PAVEMENT

" M

IN

6"

3"R

2" R

1/2" DIA. STEEL

ANCHOR ROD, 18"

LONG, 2 PER STOP

TYPICAL CONCRETE WHEELSTOP

7"

4"

1. 7-IN x 9-IN x 8 FT

CREOSTORE RAILROAD

TIE

2. COMPACTED

AGGREGATE BASE

COURSE

3. DRILLED HOLE

THROUGH RAILROAD

TIE WITH 18" LONG #5

REBAR DRIVEN

THROUGH AND FLUSH

WITH TOP

4. SUBGRADE

5. GRAVEL PARKING

AREA SURFACING

KEYED NOTES:

4"

PRECAST

CONCRETE

WHEELSTOP

Digital Signature

JH

Amanda Thompson

J A

C O

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$PWPATH$PWURL

BAKER CITY FIRE GUARD CREW QUARTERS BUILDING

F I N

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FEBRUARY 2023

DRAWING NO.

SHEET OFDATE:

SCALE:DRAWN:

APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

CIVIL

DETAILS - 2

AT

JO

PR

C-502

AT

D3290113_C-502.dwg

INVERT

ELEVATION SECTION

PLAN VIEW

INLET

(COVERS NOT SHOWN)

INVERT

OUTLET

GREASE INTERCEPTOR

NTS

1000 GALLON

4'-7 1/8"

1. 24" DIA CAST IRON RING AND

COVER WITH GASKET, 2 TOTAL

2. PRECAST 2", 4" OR 6" GRADE

RINGS, AS REQUIRED

3. 3" PIPE AND FITTINGS

STANDARD

4. 24" DIA ACCESS OPENINGS

5. 12" BASE COURSE

6. PREPARED SUBGRADE

7. OPEN TOP TEE

8. PROVIDE MINIMUM 5" GAP TO

ALLOW FOR AIR EXCHANGE

KEYED NOTES:

NOT USED

NTS

NOT USED

NTS

NOT USED

NTS

IRRIGATION VALVE BOX DETAIL

NTS

M

I N

1. 1' X 2' FIBERGLASS IRRIGATION

BOX W/LID

2. PIPE PLUG AND CAP

3. FACE OF BUILDING

4. PIPE STUBOUT

KEYED NOTES:

MIN WIDTH

PIPE ZONE

PIPE OD+1'-6"

DEPTH OF

COVER

12" MIN

PIPE OUTSIDE

DIAMETER

TYPICAL TRENCH

NTS

1. NEW SURFACING, OR

SURFACE RESTORATION,

SEE NOTE

2. TRENCH BACKFILL ABOVE

PIPE ZONE

3. PIPE BEDDING MATERIAL

4. TRENCH STABILIZATION

WHERE REQD

5. MARKING TAPE AS

SPECIFIED

KEYED NOTES:

1. FOR GRAVEL SURFACING, SEE 2/C-501. FOR ASPHALT SURFACING,

SEE 7/C-501. WIDTH OF SURFACE TO BE 2' WIDER THAN TRENCH

WIDTH (1' EITHER SIDE OF TRENCH)

NOTE:

SUPPLY TO SYSTEM

CONCRETE THRUST

BLOCK, SEE

GATE VALVE, MATCH

SUPPLY LINE SIZE

INDICATOR POST

FINISH GRADE

EXTENSION, AS REQUIRED

WINDOW

MASTIC COATED REBAR

WITH ANCHOR HOOKS

POST INDICATOR VAVLE

NTS

C

L

3'-0"

MIN

AUTO BALL DRIP

PIPING DIAGRAM

ELEVATION

FINISHED

GRADE

TO BUILDING

FIRE PROTECTION

SYSTEM

SLOPE TO AUTO

BALL DRIP

ONE CUBIC YARD OF

WASHED GRAVEL

SURROUND WITH

DUPONT "TYPAR"

OR EQUAL

4'-0"

MIN

ELEVATION

ABOVE FINISHED

GRADE PER

MANUFACTURER

FINISHED

GRADE

BRASS CAP

AND CHAIN

FREE STANDING FIRE

DEPARTMENT INLET

CONNECTION

FIRE DEPARTMENT CONNECTION

NTS

5' MIN

Digital Signature

JH

Amanda Thompson

C

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SHEET OFDATE:

SCALE:DRAWN:

APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

CIVIL

DETAILS - 3

AT

JO

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C-503

AT

D3290113_C-503.dwg

PLAN

ELEVATION

2"

1'

2"

2'

1/

2" 3"

PRECAST CONCRETE

SPLASH BLOCK

6" 3"

1" M

IN

1" M

IN

SPLASH BLOCK

NTS

VA

R

IE

S

U P

TO

4" OF TOPSOIL

COMPACTED

SUBGRADE

DRAINAGE SWALE

NTS

MAX 2

1.

2.

3.

4.

5.

ADDITIONAL GRAVEL SHALL

BE ADDED PERIODICALLY

TO MAINTAIN PROPER

FUNCTION OF THE PAD.

REMOVE GRAVEL

ENTRANCE AND REPLACE

WITH NEW BASE COURSE

PRIOR TO COMPLETION

OF ACCESS ROAD.

A.

B.

50' MIN

EXISTING PAVEMENT

OR APPROVED

ACCESS POINT.

25' R, MIN.

CLEAN PIT RUN OR

2 1/2" MINUS GRAVEL

(OR LARGER IF

REQUIRED), 8" MINIMUM

THICKNESS

GEOTEXTILE.

FREE DRAINING EXCAVATED

MATERIAL, 4" MINIMUM THICKNESS.

NOTES:

2 3

STABILIZED CONSTRUCTION ENTRANCE

NTS

CHAIN LINK FENCE AND DOUBLE SWING GATE

NTS 6

CONCRETE PAVEMENT DETAIL

NTS

BASE COURSE

SE

E

N O

TE

NOTES:

4"

PREPARED

SUBGRADE

1.

2.

3.

4.

5.

CONTRACTION JOINT (1/4") SHALL BE MADE, CLEANED WITH

COMPRESSED AIR, AND FILLED WITH SIKAFLEX 1A ELASTOMERIC

SEALANT OR APPROVED EQUAL.

CONCRETE JOINT SPACING, SEE 6/C-501.

INSTALL 1/2" PREMOLDED JOINT FILLER FULL DEPTH WHERE

CONCRETE PAVEMENT ABUTS CONCRETE CURB, BUILDING OR

ANY RIGID STRUCTURE.

PROVIDE A 12" THICK BY 18" WIDE THICKENED EDGE AROUND

PERIMETER OF SLAB.

TRANSITION THICKENED EDGE TO NORMAL 6" THICKNESS IN 18".

CONCRETE SLAB

ON GRADE

CONTRACTION JOINT,

SEE NOTE 1 AND 2

6"

BRACE

2' -1

0" M

IN

2"

LINE POST

TRUSS ROD

2" M

IN

2' -1

0"

10'-0"10'-0" MAX

2"

LINE POST CONNECTION TOP RAIL CONNECTION

NOTES:

TYPICAL CORNER POST

TYPICAL PULL POST

16" DIA CONC

CORNER BASE

STRETCHER

BAR, TYP

CORNER

POST, TYP

NO. 9 GALV

WIRE CLIP

SPACE 24" MAX

9" DIA CONC

BASE, TYP

NO. 9 GALV

WIRE CLIP

SPACE 12" MAX

BOTTOM TIE

TO BE 10" MAX

ABOVE GROUND

TENSION

WIRE NO. 7

9" DIA CONC

BASE, TYP M

IN

TY

P

M

IN

TY

P

STRETCHER

BANDS, TYP

MAX POST

SPACING

3 STRANDS

BARBED WIRETOP RAIL

TOP RAIL

3 STRANDS

BARBED WIRE 2" CHAIN LINK FABRIC

TENSION WIRE

3/8 " TRUSS

ROD ASSEMBLY

LINE

POST

PULL POST

16" DIA CONC

PULL BASE

BRACE AND TRUSS

ROD REQUIRED AT

GATES AND SIDE

OF ALL CORNER

POSTS.

FABRIC ATTACHED

TO OUTSIDE OF

POSTS.

1.

2.

2" CHAIN LINK FABRIC

C

LE

AR

1/ 2"

2" M

IN

ROAD MATERIAL

WIDTH

2' -1

0"TENSION WIRE2"

WIDTH/2, TYP

SEE PLANS

FINISH GRADE

STRETCHER

BAR BANDS

3/8"

TRUSS ROD

ASSEMBLY,

TYP

STRETCHER BAR

12"x12" SQx18" DEEP

CONCRETE STOP

WITH HOLE FOR

PLUNGER BAR

M

IN

TY

P

BRACE, TYP

2" CHAIN

LINK FABRIC

PLUNGER BAR TYPE LOCKABLE LATCH

W/ CENTER STOP SET IN CONCRETE

16" DIA

CONCRETE, TYP

GATE

POST, TYP

3 STRANDS

BARBED WIRE

INFILTRATION BASIN

NTS

NOTE:

SPLASH BLOCKS TO BE PLACED AT EACH

DOWNSPOUT AS SHOWN ON A-120A AND A-120B.

12" TRENCH DRAIN

NTS

SUBGRADE

TOP OF INFILTRATION BASIN

STORAGE VOLUME,

ELEV. = 3421

TOP OF INFILTRATION BASIN BERM,

ELEV. = 3422

INFILTRATION BASIN BOTTOM, ELEV. = 3419

SCARIFY SOIL AT BASIN BOTTOM TO A

DEPTH OF 4" AND LEAVE UNCOMPACTED.

INFILTRATION BASIN VOLUME

= 8,746 CF

HYDROSEED SIDE SLOPES FOR

FINAL SOIL STABILIZATION

HYDROSEED SIDE SLOPES FOR

FINAL SOIL STABILIZATION

#4 @ 12" EW AT

2" CLR FROM

TOP SURFACE

CONCRETE ENCASED

1. COMPACTED SUBGRADE

2. GRAVEL SURFACE COURSE

3. 4500 PSI CAST-IN-PLACE

CONCRETE

4. 3/4" R, TYP

5. #4 U-BAR @ 12" OC

6. #4 EA SIDE

7. (3) #4

8. #4 REBAR REBAR STAKES FOR

TRENCH DRAIN INSTALLATION

9. GRATED TRENCH DRAIN SYSTEM

9 4

3" C

LR

2" CLR

NOTES:

6"

6"

TYP 2"

C

LR

1. SEE S-001 FOR CONCRETE REINFORCING AND CAST-IN-PLACE CONCRETE NOTES.

2. GRATED TRENCH DRAIN WILL BE ZURN Z882 12 WIDE REVEAL TRENCH DRAIN

SYSTEM WITH STEEL FRAME AND D.I. SLOTTED GRATE OR APPROVED EQUAL.

REFER TO TABLE FOR ZURN NUMBER.

3. CONTRACTOR TO FIELD CUT TRENCH DRAIN COMPONENTS ON THE DOWNSTREAM

SECTION TO ACHIEVE LENGTH INDICATED ON C-101.

4. INSTALL TRENCH DRAIN SYSTEM IN ACCORDANCE WITH MANUFACTURE'S

INSTRUCTIONS.

TRENCH DRAIN

LOCATION

ZURN TRENCH

NO.

SHALLOW INVERT

DEPTH (IN)

DEEP INVERT

DEPTH (IN)

LENGTH

(FT)

SOUTHERN

NORTHERN

8203N 9.25 9.25 8 8203N 9.25 9.25 8

ZURN Z882 TRENCH NO. FOR PROJECT BY LOCATION

UPSTREAM

I.E.

3422.50

DOWNSTREAM

I.E.

3422.36

3420.88 3420.60

MAX 2

Digital Signature

JH

Amanda Thompson

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APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

ARCHITECTURAL

LEGEND & ABBREVIATIONS

JR

KB

AP

A-001

JH

D3290113_A-001.dwg

SHEET NOTE:

THIS IS A STANDARD LEGEND SHEET: THEREFORE, NOT ALL OF

THE INFORMATION SHOWN MAY BE USED ON THIS PROJECT.

1.

2.

3.

4.

5.

6.

7.

8.

CONCRETE

METAL STUD WALL (PLAN)

GYPSUM WALLBOARD

RIGID INSULATION

BATT INSULATION

ACOUSTICAL TILE

PLYWOOD

WOOD, ROUGH NON-CONTINUOUS

WOOD, ROUGH CONTINUOUS

WOOD, FINISHED

GROUT

GRANULAR FILL

EARTH OR FINISH GRADE

SYMBOL LEGEND

INDICATES PAIR OF DOORS

OR

DIRECTION OF SLOPE DOWN

OR

A

XX101 ROOM IDENTIFIER

DOOR IDENTIFIER

WINDOW IDENTIFIER

LOUVER IDENTIFIER

A E

B

C

D

XX-A-301

XXL-1 L-1

INTERIOR ELEVATION INDICATOR

A

S-1 SIGNAGE IDENTIFIER

WALL TYPE INDICATOR

DOOR LETTER

ROOM NUMBER

HINGE SIDE

INACTIVEACTIVE

QUANTITY AND

DIRECTION OF

POINTERS AS

REQUIRED

"XX" = FACILITY

INDICATOR

(IF SHOWN)

XX

1A

ROOM NAMEROOM NAME

SYMBOL LEGEND

HATCH SWING INDICATOR

XX

1A

(DOOR # ON ACTIVE)

GRID / COLUMN INDICATOR

9.

SYMBOL LEGEND

UNLESS OTHERWISE INDICATED, PLAN DIMENSIONS ARE TO COLUMN GRID ON CENTERLINES, NOMINAL SURFACE OF MASONRY, FACE OF

STUDS AND FACE OF CONCRETE WALLS.

"FLOOR LINE" REFERS TO TOP OF CONCRETE SLABS. FINISH FLOORING IS INSTALLED ABOVE THE FLOOR LINE. FOR DEPRESSED FLOORS

AND CURBS, SEE STRUCTURAL DRAWINGS.

REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL.

WHERE DOOR OR WINDOW IS LOCATED NEAR CORNER OF ROOM AND IS NOT LOCATED BY DIMENSION ON PLAN OR DETAILS, DIMENSION SHALL BE 3-INCHES

FROM FACE OF STUD (WALL) TO FACE OF ROUGH OPENING.

LINE OF EXISTING GRADES, AS SHOWN ON THE BUILDING ELEVATIONS AND SECTIONS ARE APPROXIMATE. THEY ARE AT THE BUILDING FACE, OR

ON THE SECTION END EXCEPT AS NOTED.

VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR BY OTHERS.

REFER TO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER CATEGORIES OR DRAWINGS FOR ADDITIONAL NOTES.

10.

11.

12.

VERIFY SIZE AND LOCATION OF, AND PROVIDE: REQUIRED OPENINGS THROUGH FLOORS AND WALLS, ACCESS DOORS, FURRING, CURBS, ANCHORS AND INSERTS. PROVIDE ALL BASES AND BLOCKING REQUIRED FOR ACCESSORIES, MECHANICAL, ELECTRICAL AND OTHER EQUIPMENT.

FOR DOOR AND HARDWARE DESCRIPTIONS SEE SPECIFICATION SECTION 08 11 00, 08 14 00 and 08 71 00.

FOR DOOR SCHEDULE SEE DRAWING A-601.

NIC MEANS "NOT IN CONTRACT".

VERIFY ACTUAL REQUIRED CLEAR DISTANCES FOR ALL FIXTURES AND EQUIPMENT PRIOR TO CONSTRUCTION.

ARCH/STRUCT MATERIAL SYMBOLS ARCHITECTURAL/STRUCTURAL LEGEND

GENERAL ARCHITECTURAL NOTES

ARCHITECTURAL WALL TYPES

W1

ALL WALLS FULL HEIGHT UNLESS NOTED AS SIM.

A

5/8" GYPSUM SHEATHING

STAGGERED WOOD

STUDS PER STRUCTURAL

ZIP R-12 SHEATHING

(2 1/2" ASSEMBLY)

R-13 BATT

INSULATION

C1

5/8" GYPSUM SHEATHING

2X4 WOOD

STUDS @ 16" OC

R-13 BATT INSULATION

5/8" GYPSUM SHEATHING EACH SIDE.

AT SIM GYPSUM BACKER BOARD & TILE

ONE SIDE

2 LAYERS OF 5/8"

GYPSUM SHEATHING

2X4 WOOD

STUDS @ 16" OC

R-13 BATT INSULATION

CEMENTITIOUS LAP SIDING

D

5/8" GYPSUM SHEATHING EACH SIDE

2X6 WOOD

STUDS @ 16" OC

R-19 BATT INSULATION

SHEATHING,

SEE STRUCTURAL

1 HOUR

UL - U419

1/2" RESILIENT

CHANNEL AT 16" O.C.

2x8 TOP AND BOTTOM

PLATE

B

TYPE 'X' GYPSUM BOARD AT RATED ASSEMBLIES

E

5/8" GYPSUM BACKER

BOARD & TILE

STAGGERED WOOD

STUDS PER STRUCTURAL

ZIP R-12 SHEATHING

(2 1/2" ASSEMBLY)

R-13 BATT

INSULATION

CEMENTITIOUS LAP SIDING

SHEATHING,

SEE STRUCTURAL

1/2" RESILIENT

CHANNEL AT 16" O.C.

2x8 TOP AND BOTTOM

PLATE

5/8" GYPSUM BACKER BOARD

& TILE EACH SIDE

2X4 WOOD

STUDS @ 16" OC

R-13 BATT INSULATION

F

G

2X6 WOOD

STUDS @ 16" OC

R-19 BATT INSULATION

5/8" GYPSUM BACKER BOARD

& TILE EACH SIDE

H1

2X4 WOOD

STUDS @ 16" OC

R-13 BATT INSULATION

2 LAYERS OF 5/8"

GYPSUM SHEATHING

5/8" GYPSUM BACKER BOARD

& TILE

1 HOUR

UL - U419

Anastasia Perrigo

2023.02.14 20:21:41-08'00'

John Reseigh

Anastasia Perrigo

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AR

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AR

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LA

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LA

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W

AR

D R

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SHWR

WC

LA

V

ADA

SHWR

LA

V

WC

ADA

SIDE

REFREF

RANGERANGE

DW DW

D D

W W

WH

FURN

FURN

FURN

MOP

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REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

ARCHITECTURAL

LIFE SAFETY PLAN

JR

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AP

A-002

JH

D3290113_A-002.dwg

KITCHEN

STORAGE

LAUNDRY

MUDROOM

LIVING ROOM

DINING

MECH

BEDROOM

H.C. R/R

N

LIFE SAFETY PLAN

NTS

X"

X'

EGRESS WIDTH (IN INCHES)

TRAVEL DISTANCE (X = TOTAL

DISTANCE TO EXIT IN FEET)

LEGEND

X'

COMMON PATH OF TRAVEL

(CPT)

DIRECTIONAL EXIT LIGHT,

TWO SIDED

CODE ANALYSIS (2019 OREGON STRUCTURAL SPECIALTY CODE)

OCCUPANCY:

R-3 RESIDENTIAL

CONSTRUCTION TYPE: V-B

ALLOWABLE HEIGHT:

R-3 = (13R SPRINKLER) = 60 FEET

ALLOWABLE AREA:

R-3 = (13R SPRINKLER) = UNLIMITED

OCCUPANCT LOAD:

R-3 = 1/200 GROSS

3,519/200 = 18.24 (19 OCCUPANTS)

EGRESS REQ = 19 x .2 = 3.8 INCHES

EGRESS PROVIDED = 3 @ 36 INCHES

COMMON PATH OF TRAVEL:

R-3 (13R SPRINKLER) = 125 FEET

RESTROOMS:

OCCUPANT LOAD = 19

REQUIRED:

R-3:

WC = 1/10 = 1M/1F

LAV = 1/8 = 2M/2F

PROVIDED:

R-3

WC = 4

LAV = 4

4 SHOWERS

1 ADA KITCHEN SINK

1 SERVICE SINK

ACTUAL HEIGHT: 16 FEET

ACTUAL AREA: 3,648 SF

WALL & CEILING FINISHES:

R-3 = CLASS C

FLAME SPREAD = 76-200

SMOKE INDEX = 0-450

FIRE SPRINKLER SYSTEM = 13R

EXITS REQUIRED = 2

EXITS PROVIDED = 3

MAXIMUM TRAVEL DISTANCE: 250 FEET

R-3 SEPARATION REQUIREMENTS:

WALLS - FIRE PARTITIONS: 1 HOUR

USING ICC 721.1 - ITEM 14-1.3

FLOOR/CEILING ASSEMBLY: 1 HOUR

USING ICC 721.1 - ITEM 21-1.1

R-3 1-HOUR OCCUPANCY

SEPARATION WALL

R

RATED DOOR ASSEMBLY

BEDROOM

R/R

BEDROOM

BEDROOM

BEDROOM

BEDROOM

HALLWAY

BEDROOM

BEDROOM

BEDROOM

BEDROOM

R/R

R/R

JANITOR

ELEC

59'

IBC TABLE 1017.2

SRC SEMI-RECESSED FIRE

EXTINGUISHER CABINET;

10 LB ABC

SRC

SRC

E1

E2

E3

E1=42' E2=73'

CPT=26'

E1=106' E2=80' E3=43'

CPT=15'

R

R

R

R

R

R

R

RRR

1 HOUR RATED

CEILING ( 2 LAYERS OF

GYPSUM BOARD)

1 HOUR RATED FLOOR -

INTUMESCENT PAINT ON

JOISTS AND SUBFLOOR AND

SUPPORTING PONY WALL

NOTE:

· SEE DETAILS 8/A502 AND 11/A502 FOR

PENETRATION DETAILS IN RATED WALLS

AT SLEEPING ROOMS

· SEE DETAIL 6/A502 FOR TYPICAL

FLOOR/ROOF-CEILING ASSEMBLY SECTION

Anastasia Perrigo

2023.02.15 09:36:14-08'00'

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REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

AREA A

FLOOR PLAN - AREA A

1/4" = 1'-0"

ARCHITECTURAL

FLOOR PLAN - AREA A

JR

KB

AP

A-101A

JH

D3290113_A-101A.dwg

KITCHEN

STORAGE

LAUNDRY

MUDROOM

LIVING ROOM

DINING

MECH

BEDROOM

A-301

0A

2A

3A

1A

1A

2A

120A

H.C. R/R

4A

8A

119A

M

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1B

M

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1B

52'-1"

'-0

'-4

A B

A-301

GENERAL NOTES

A. FOR GENERAL ARCHITECTURAL NOTES, MATERIAL

SYMBOLS, LEGENDS AND WALL TYPES, SEE

DRAWING A-001.

B. FOR LIFE SAFETY PLAN, SEE DRAWING A-002

C. FOR DOOR, WINDOW AND FINISH SCHEDULES,

SEE SHEE A-601 AND A-602.

D. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

FOUNDATION AND OPENING LOCATIONS.

E. SEE MECHANICAL, ELECTRICAL, AND PLUMBING

FOR ADDITIONAL WORK.

SHEET KEYNOTES

1. RANGE OVEN W/ UNDER CABINET MICROWAVE HOOD

2. DISHWASHER

3. ICE MAKER

4. REFRIGERATOR

5. WATER HEATER, SEE PLUMBING

6. FURNACE, SEE MECHANICAL

7. CRAWL SPACE ACCESS HATCH, SEE DETAIL 4/A-502

8. WATER SOFTENING SYSTEM, SEE MECHANICAL

9. MILLWORK WARDROBE, SEE SHEET 4/A-401

10. ADA SHOWER UNIT, SEE PLUMBING

11. ADA COMPLIANT MILLWORK COUNTER AT ADA HEIGHT

12. FINISH FACE OF WALLS TO ALIGN FLUSH

13. FLOOR REGISTER, SEE MECHANICAL

14. FLOOR DRAIN, SEE PLUMBING

15. SINK, SEE PLUMBING

16. WALL HEATER, SEE MECHANICAL

17. FIRE EXTINGUISHER CABINET (FLUSH OR

SEMI-RECESSED)

18. FLOORING TRANSITION

19. OFCI CLOTHES DRYER

20. OFCI CLOTHES WASHER

A-401

2'-0"

4'-5"

3'-10" 10'-5 1/2" 6'-6 3/4" 3'-4" 4'-7" 3'-4" 6'-8"

W2

W1

W3 W4 W5

W21 W20

W19 W18

W22

A-401

1 1

22 22

A

D D

B

D

B A

B

B

B

B

B B

BB

F

C1

H1

A

A

A

A

A-201

A-201

21. TUB SINK, SEE PLUMBING

22. WRAPPED POST, SEE

STRUCTURAL AND DETAIL 2/A503

23. WALK OFF MAT. 4'-0"x4'-0" MIN

24. MOP & BROOM HOLDER/SHELF

25. ALUMINUM LADDER, 21 INCHES

WIDE MIN. 9 - (3/4") STEPS AT 12"

O.C. ATTACHED SECURELY TO

WALL. TOP RUNG AT 9'-0"

26. OUTLINE OF ROOF ABOVE.

N

13 TYP

A.3 A.7 B

8'-4" 11'-3 1/2"22'-10 3/4"

4'-10 1/4" 4'-3 1/4" 5'-3 1/4"

'-0

5' -8

/4

5'-9 1/4" 7'-0 1/2" 2'-11 1/4"

2'-2 1/2"

34'-3 1/2" 5'-3 1/2" 10'-4 1/4" 8'-10 1/2"

12'-10" 26'-9" 12'-6"

'-8

1'-3"1'-3"

2' -9

/4

'-4

8'

-9

/4

4' -9

/2

4'

-9

7' -1

1" 6'

-0

/4

5'-8 1/4"

9' -6

/4

4'-0 1/4"

3'-3 1/4"

2'-8"

2'-10 1/4"

2' -4

/2

2' -4

/4

B

F

E

A-201

Anastasia Perrigo

2023.02.15 09:37:01-08'00'

John Reseigh

Anastasia Perrigo

John Hatten

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DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

AREA B

FLOOR PLAN - AREA B

1/4" = 1'-0"

ARCHITECTURAL

FLOOR PLAN - AREA B

JR

KB

AP

A-101B

JH

D3290113_A-101B.dwg

BEDROOM

A-301

H.C. R/R

R/R

BEDROOM

BEDROOM

BEDROOM

BEDROOM

HALLWAY

BEDROOM

BEDROOM

BEDROOM

BEDROOM

R/R

R/R

JANITOR

ELEC

2A

5A

6A

7A

8A

9A

0A

111B

3A

4A

5A

6A

7A

8'-8 1/4"

'-8

/4

'-4

4' -2

4'-0 1/4"

M

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1A

B

C

GENERAL NOTES

A. FOR GENERAL ARCHITECTURAL NOTES, MATERIAL

SYMBOLS, LEGENDS AND WALL TYPES, SEE

DRAWING A-001.

B. FOR LIFE SAFETY PLAN, SEE DRAWING A-002

C. FOR DOOR, WINDOW AND FINISH SCHEDULES,

SEE SHEE A-601 AND A-602.

D. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

FOUNDATION AND OPENING LOCATIONS.

E. SEE MECHANICAL, ELECTRICAL, AND PLUMBING

FOR ADDITIONAL WORK.

SHEET KEYNOTES

1. PRE-FABRICATED SHOWER UNIT, SEE PLUMBING

2. MILLWORK WARDROBE, SEE SHEET 4/A-401

3. ADA SHOWER UNIT, SEE PLUMBING

4. ADA COMPLIANT MILLWORK COUNTER AT ADA

HEIGHT

5. CONCRETE STOOP, SEE CIVIL

6. FLOOR REGISTER, SEE MECHANICAL

7. WALL HEATER, SEE MECHANICAL

8. 4'-0" x 4'-0" MIN WALK-OFF CARPET MIN.

9. FLOORING TRANSITION

10. NOT USED

11. WRAPPED POST, SEE STRUCTURAL AND DETAIL

2/A503

12. FINISH FACE OF WALLS TO ALIGN FLUSH

13. FLOOR DRAIN, SEE PLUMBING

14. FIRE EXTINGUISHER CABINET (FLUSH OR

SEMI-RECESSED)

15. OUTLINE OF ROOF ABOVE

16. SINK, SEE PLUMBING

A-401

A-401

'-7

/4

2 2 2 2

TYP

TYP

N

9 TYP

9 TYP

9TYP

2 2 2 22

TYP

A-201

A-201

W6 W7 W8 W9 W10 W11

W17 W16 W15 W14 W13 W12W18

A A

A

C1C1C1H1

G

B

B B

C1C1C1C1

C1C1 C1 C1 C1

C1C1C1C1H1

G

7'-0 1/2" 7'-2 1/2" 8'-5" 8'-5"

8'-10 1/2" 7'-9 1/2" 8'-5" 8'-5" 8'-5" 8'-5" 9'-0 3/4"

B.4

B CB.4

A

A

9'-0 3/4"

1'-10 1/4" 1'-7 1/4" 2'-8 1/4" 2'-5 1/2" 2'-8 3/4" 3'-1 1/4"

2' -9

/4

2' -0

/4

26'-9" 30'-6"

2'-2 1/2" 1'-6 3/4" 2'-8 3/4" 2'-8 3/4" 2'-5" 2'-8 3/4" 3'-1 1/4"

3'-1 1/4"

4'-0 3/4"

8' -9

/4

2' -7

/2

5' -2

4' -2

3'-6 3/4"

'-7

/4

4'

-9

3'-9 3/4"

E E A

F

B

SIM

BSIM

SIM

B SIM

F

AEE

A-201

Anastasia Perrigo

2023.02.14 19:59:22-08'00'

John Reseigh

U3

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REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

AREA A

REFLECTED CEILING PLAN - AREA A

1/4" = 1'-0"

ARCHITECTURAL

REFLECTED CEILING PLAN - AREA A

JR

KB

AP

A-110A

JH

D3290113_A-110A.dwg

KITCHEN

STORAGE

LAUNDRY

MUDROOM

LIVING ROOM

DINING

MECH

BEDROOM

A-301

A-301

M

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N

E A-

0B

M

AT

C H

LI

N

E A-

0B

A B

A. FOR GENERAL ARCHITECTURAL NOTES, MATERIAL

SYMBOLS, LEGENDS AND WALL TYPES, SEE

DRAWING A-001.

B. FOR LIFE SAFETY PLAN, SEE DWG. A-002.

C. FOR DOOR, WINDOW AND FINISH SCHEDULES, SEE

SHEETS A-601 AND A-602.

D. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

WORK.

E. SEE MECHANICAL, ELECTRICAL, AND PLUMBING

FOR ADDITIONAL WORK.

1. CEMENTITIOUS SOFFIT BOARD PANEL WITH VENTS

2. WRAPPED POST AND BEAM, SEE STRUCTURAL AND

DETAILS 2/A503 AND 3/A503

3. PRE-FINISHED METAL GUTTER

4. PRE-FINISHED METAL DOWNSPOUT

5. ATTIC ACCESS HATCH, SEE DETAIL 2/A502

6. UNDER CABINET LIGHT FIXTURE, SEE ELECTRICAL

7. RATED GYPSUM BOARD CEILING

8. GYPSUM BOARD CEILING

9. LADDER TO ACCESS HATCH

10. FURNACE, SEE MECHANICAL

11. VENTED PANELS WITH INSECT SCREEN, SEE

MECHANICAL

12. GYPSUM BOARD SOFFIT. BOTTOM AT 7'-5" SEE

DETAIL 4/A503

LEGEND

GYPSUM BOARD CEILING

EXTERIOR WALL MOUNTED

LIGHTING, SEE ELECTRICAL

EXIT LIGHTING, SEE ELECTRICAL

LIGHT FIXTURES, SEE

ELECTRICAL

CEILING EXHAUST, RETURN OR

TRANSFER GRILLE OR

REGISTER, SEE MECHANICAL

GENERAL NOTES

SHEET KEYNOTES

N

4 3

TYP

TYP

TYP

A BA.3 A.7

OCCUPANCY SENSOR, SEE

ELECTRICAL

TYP

TYP

TYP

Anastasia Perrigo

2023.02.14 19:59:48-08'00'

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OS

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APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

AREA B

REFLECTED CEILING PLAN - AREA B

1/4" = 1'-0"

ARCHITECTURAL

REFLECTED CEILING PLAN - AREA B

JR

KB

AP

A-110B

JH

D3290113_A-110B.dwg

BEDROOM

A-301

H.C. R/R

R/R

BEDROOM

BEDROOM

BEDROOM

BEDROOM

HALLWAY

BEDROOM

BEDROOM

BEDROOM

BEDROOM

R/R

R/R

JANITOR

ELEC

M

AT

C H

LI

N

E A-

0A

M

AT

C H

LI

N

E A-

0A

B

C

A. FOR GENERAL ARCHITECTURAL NOTES, MATERIAL

SYMBOLS, LEGENDS AND WALL TYPES, SEE

DRAWING A-001.

B. FOR LIFE SAFETY PLAN, SEE DWG. A-002.

C. FOR DOOR, WINDOW AND FINISH SCHEDULES, SEE

SHEETS A-601 AND A-602.

D. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

WORK.

E. SEE MECHANICAL, ELECTRICAL, AND PLUMBING

FOR ADDITIONAL WORK.

LEGEND

GYPSUM BOARD CEILING

EXTERIOR WALL MOUNTED

LIGHTING, SEE ELECTRICAL

EXIT LIGHTING, SEE ELECTRICAL

LIGHT FIXTURES, SEE

ELECTRICAL

CEILING EXHAUST, RETURN OR

TRANSFER GRILLE OR

REGISTER, SEE MECHANICAL

GENERAL NOTES

SHEET KEYNOTES

N

2 2

OCCUPANCY SENSOR, SEE

ELECTRICAL

1. CEMENTITIOUS SOFFIT BOARD PANEL WITH VENTS

2. WRAPPED POST AND BEAM, SEE STRUCTURAL AND

DETAILS 3/A-503 AND 4/A-503

3. PRE-FINISHED METAL GUTTER

4. PRE-FINISHED METAL DOWNSPOUT

5. RATED GYPSUM BOARD CEILING

6. GYPSUM BOARD CEILING

7. VENTED PANELS WITH INSECT SCREEN, SEE

MECHANICAL

B.7

B C

55555

TYP

TYP

Anastasia Perrigo

2023.02.14 20:00:11-08'00'

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REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

AREA A

N

ROOF PLAN - AREA A

1/4" = 1'-0"

ARCHITECTURAL

ROOF PLAN - AREA A

JR

KB

AP

A-120A

JH

D3290113_A-120A.dwg

A-301

A-301

A B

A. FOR GENERAL ARCHITECTURAL NOTES, MATERIAL

SYMBOLS, LEGENDS AND WALL TYPES, SEE

DRAWING A-001.

B. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

WORK.

C. SEE MECHANICAL, ELECTRICAL, AND PLUMBING

FOR ADDITIONAL WORK.

1. CONTINUOUS VENTED RIDGE CAP. SEE DETAIL 8/A501

2. RAKE TRIM

3. PRE-FINISHED METAL GUTTER

4. PRE-FINISHED METAL DOWNSPOUT

5. NOT USED

6. SNOW RAIL/FENCE

7. VENT PIPES THROUGH ROOF

8. OUTLINE OF BUILDING BELOW

9. PRE-FINISHED STANDING SEAM METAL ROOF OVER

ZIP SHEATHING SYSTEM OVER PRE-ENGINEERED

TRUSSES

SL

O

PE

- 1

SL

O

PE

- 1

GENERAL NOTES

SHEET KEYNOTES

A-201

A-201

SL

O

PE

- 1

4 3 4

M

AT

C H

LI

N

E A-

1B

M

AT

C H

LI

N

E A-

1B

28'-11"

A.3A BA.7

A-201

Anastasia Perrigo

2023.02.14 20:00:31-08'00'

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APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

AREA B

N

ROOF PLAN - AREA B

1/4" = 1'-0"

ARCHITECTURAL

ROOF PLAN - AREA B

JR

KB

AP

A-120B

JH

D3290113_A-120B.dwg

A-301

B

C

A. FOR GENERAL ARCHITECTURAL NOTES, MATERIAL

SYMBOLS, LEGENDS AND WALL TYPES, SEE

DRAWING A-001.

B. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

WORK.

C. SEE MECHANICAL, ELECTRICAL, AND PLUMBING

FOR ADDITIONAL WORK.

1. CONTINUOUS VENTED RIDGE CAP. SEE DETAIL 8/A501

2. RAKE TRIM

3. PRE-FINISHED METAL GUTTER

4. PRE-FINISHED METAL DOWNSPOUT

5. NOT USED

6. SNOW RAIL/FENCE

7. VENT PIPES THROUGH ROOF

8. OUTLINE OF BUILDING BELOW

9. PRE-FINISHED STANDING SEAM METAL ROOF OVER

ZIP SHEATHING SYSTEM OVER PRE-ENGINEERED

TRUSSES

SL

O

PE

- 1

SL

O

PE

- 1

GENERAL NOTES

SHEET KEYNOTES

A-201

A-201

A-201

SL

O

PE

- 1

4 3 6

3 4

M

AT

C H

LI

N

E A-

1B

M

AT

C H

LI

N

E A-

1B

B.7

B C

28'-2"

Anastasia Perrigo

2023.02.14 20:00:56-08'00'

John Reseigh

ARCHITECTURAL

EXTERIOR ELEVATIONS

JR

KB

AP

A-201

JH

D3290113_A-201.dwg

1. CONTINUOUS VENTED RIDGE CAP

2. RAKE TRIM

3. PRE-FINISHED METAL GUTTER

4. PRE-FINISHED METAL DOWNSPOUT WITH

SPLASHBLOCK

5. CEMENTITIOUS BOARD LAP SIDING

6. CEMENTITIOUS BOARD VENTED SOFFIT PANELS

7. VENT PIPES THOUGH ROOF

8. ALUMINUM WINDOW SYSTEM

9. PRE-FINISHED STANDING SEAM METAL ROOF OVER

ZIP SHEATHING SYSTEM OVER PRE-ENGINEERED

TRUSSES

10. INSULATED HOLLOW METAL DOOR/FRAME SYSTEM

11. CONCRETE STOOP, SEE CIVIL

12. CEMENTITIOUS BOARD TRIM, 5-1/2"X5/4"

13. SNOW RAIL SYSTEM

14. GRADE

15. VENT, SEE MECHANICAL

16. WRAPPED POST, SEE STRUCTURAL AND DETAIL

2/A503

17. KNOX BOX

18. ELECTRICAL PANEL, SEE ELECTRICAL. PAINT TO

MATCH SIDING

19. ENERGY RECOVERY UNIT VENT, SEE MECHANICAL

20. 28 GA GALVANIZED STEP FLASHING

21. ENERGY RECOVERY UNIT, SEE MECHANICAL

22. INSULATED DUCT, SEE MECHANICAL

SHEET KEYNOTES

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DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

SOUTH ELEVATION

3/16" = 1'-0"

WEST ELEVATION

NORTH ELEVATION

EAST ELEVATION

3" 12" 3"

12"

A-301

ARCHITECTURAL

EXTERIOR ELEVATIONS

JR

KB

AP

A-201

JH

D3290113_A-201.dwg

A-301

A-301

A-301

3" 12"

3" 12"

3" 12"

3" 12"

W3 W2 W4W5

W6W7

W8W9W10W11

W21 W20 W19

W18 W17

W16 W15 W14 W13 W12

W22 W1

14 15 12 5

TYP

TYP

10 10 4

102A100A

8 TYP

111B 120A

9 3

101112 510 12 4

12 TYP

TYP TYP

12TYP

7 9

1 7

TOP OF ROOF

117'-7"

TOP OF ROOF

115'-4"

TOP OF WALL

109'-1 1/8"

FINISHED FLOOR

100'-0"

TYP

16 16

C B.4 B A

CBA A.3 A.7

4 3 2 1

1 2 3 4

TYP

12 TYP

12 TYP

12 TYP

12 TYP

16 22

2 2

TYP

Anastasia Perrigo

2023.02.14 20:01:14-08'00'

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SCALE:DRAWN:

APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

ARCHITECTURAL

BUILDING SECTIONS

JR

KB

AP

A-301

JH

D3290113_A-301.dwg

A-101

BUILDING SECTION

1/4" = 1'-0"

A-101

BUILDING SECTION

1/4" = 1'-0"

A-301

A-301

A-302

8 7

24522

TYP

TYP

A-302

A. FOR GENERAL ARCHITECTURAL NOTES, MATERIAL

SYMBOLS, LEGENDS AND WALL TYPES, SEE

DRAWING A-001.

B. FOR LIFE SAFETY PLAN, SEE DWG. A-002.

C. FOR DOOR, WINDOW AND FINISH SCHEDULES, SEE

SHEETS A-601 AND A-602.

D. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

WORK.

E. SEE MECHANICAL, ELECTRICAL, AND PLUMBING

FOR ADDITIONAL WORK.

1. FOOTING, SEE STRUCTURAL

2. CONCRETE STEM WALL WITH PERIMETER

INSULATION AND PROTECTION BARRIER

3. PONY WALL, SEE STRUCTURAL

4, FLOOR JOIST, SEE STRUCTURAL

5. R-30 MIN BATT INSULATION

6. SUB-FLOOR WITH FLOOR FINISH. SEE STRUCTURAL

AND SHEET A-602

7. INTERIOR WALL SYSTEM. SEE FLOOR PLAN AND

SHEET A-602

8. DOOR/DOOR FRAME AS SCHEDULED

9. R-38 BLOW-IN ATTIC INSULATION

10. PRE-ENGINEERED ROOF TRUSSES

11. STANDING SEAM METAL ROOF OVER ZIP SHEATHING

SYSTEM

GENERAL NOTES SHEET KEYNOTES

12. PRE-FINISHED ROOF GUTTERS

13. CONTINUOUS VENTED RIDGE CAP

14. WRAPPED POST, SEE STRUCTURAL & 2/A503

15. CEMENTITIOUS BOARD SOFFIT PANEL

16 CEMENTITIOUS BOARD TRIM

17 THICKENED CONCRETE SLAB, SEE

STRUCTURAL/CIVIL

18 WRAPPED BEAM, SEE STRUCTURAL & 3/A503

19 PRE-FINISHED METAL DOWNSPOUT

20 SNOW RAIL SYSTEM

21 ACCESS OPENING IN PONY WALL, SEE STRUCTURAL

S501

22 10 MIL VAPOR BARRIER. FROM SILL PLATE TO SILL

PLATE CONTINUOUS. ALL SEAMS TO BE TAPED

23 RATED GYPSUM BOARD CEILING

45 TYP

TYP

TYP

10 9

13 11

TYP

24. 1 HOUR INTUMESCENT PAINT ON JOISTS AND WOOD

SUBFLOOR. SEE LIFE SAFETY PLAN FOR EXTENT

TYP

TYP

TOP OF ROOF

117'-7"

BOTTOM OF FOOTING

95'-9"

TOP OF WALL

109'-1 1/8"

FINISHED FLOOR

100'-0"

MECH

LAUNDRY

BEDROOM

BEDROOM

BEDROOM

BEDROOM

R/R

R/R

JANITOR

MECH

DINING

LIVING

23232323

Anastasia Perrigo

2023.02.15 11:48:12-08'00'

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SHEET OFDATE:

SCALE:DRAWN:

APPROVED

REVIEWED

DESIGNED

DIVISION OF OPERATIONS OREGON STATE OFFICE

UNITED STATES DEPARTMENT OF THE INTERIOR

BUREAU OF LAND MANAGEMENT

AS SHOWN

REV. NO. DESCRIPTION DATE APPROVED

DE

BLM CE/CET

AE OR BLM CE/CET

THINKALWAYS SAFETY

DSGN: CHK: APVD:

ARCHITECTURAL

ENLARGED WALL SECTIONS

JR

KB

AP

A-302

JH

D3290113_A-302.dwg

A. FOR GENERAL ARCHITECTURAL NOTES, MATERIAL

SYMBOLS, LEGENDS AND WALL TYPES, SEE

DRAWING A-001.

B. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL

WORK.

C. SEE MECHANICAL, ELECTRICAL, AND PLUMBING

FOR ADDITIONAL WORK.

GENERAL NOTES

SHEET KEYNOTES

GENERAL NOTES

SHEET KEYNOTES

1. FOOTING, SEE STRUCTURAL

2. STEM WALL, SEE STRUCTURAL

3. 1/2" CEMENT COVER BOARD

4. FLOOR JOIST, SEE STRUCTURAL

5…