03_Architectural Sheets USFS Sisters Admin .pdf

CL

DRAWING NUMBER

DRAWING NAME

DRAWING SCALE

AA WINDOW/CURTAIN WALL DESIGNATION. SEE WINDOW SCHEDULE.

A101

A9

A

A9

A

DATUM TAGREVISION CLOUD & TAG

REVISION CLOUD

AROUND AREA OF

CHANGE

DELTA SYMBOL &

REVISION NUMBER

A101

? KEYNOTE.

A101

GRID HEAD

n

GLAZING DESIGNATION.

GLAZING MODIFIER

202A DOOR DESIGNATION. SEE DOOR SCHEDULE

FM9

WALL, FLOOR, CEILING, ROOF DESIGNATION. SEE APPROPRIATE TYPE

SHEETS.

WALL, FLOOR, BASE, CEILING FINISH TAG. THIS SYMBOL WHEN

ATTACHED TO A WALL SHALL INDICATE THIS FINISH FOR ENTIRE

LENGTH OF WALL FROM ONE INTERSECTION TO THE NEXT AND

NOT BE TERMINATED BY WINDOWS OR DOORS UNO.

Room name

ROOM NAME TAG

Ø

CENTER LINE

NUMBER

DEGREE

AND

AT

WORK POINT OR ELEV. BENCH MARK

DIAMETER OR ROUND

NORTH ARROW

SYMBOLS

DETAIL TAGS

DETAIL NUMBER

PAGE WHERE FOUND

DETAIL CUT LINE

DETAILED AREA

WALL SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

BUILDING SECTION TAG

WALL SECTION NUMBER

PAGE WHERE FOUND

WALL SECTION CUT LINE

DRAWING TITLE

ELEVATION TAGS

PAGE

VIEW

ROOM FINISH TAG

FLOOR FINISH

CORRESPONDING

WALL FINISHES

BASE FINISH

MISCELLANEOUS KEYED NOTE SYMBOLS

ROOM NAME

ROOM NUMBER

ELEVATION DATUM

INDICATES ITEM OR

FLOOR LEVEL BEING

REFERENCED

A101

NAME

ELEVATION

NW

SW

EWWWFF BF

A101

1 View Name 1/8" = 1'-0"

METAL

EARTH

CONCRETE

CONCRETE

MASONRY UNIT

FINISHED WOOD MEMBER

PLYWOOD

BATT INSULATION

GYP. BOARD

CONTINUOUS WOOD

MEMBER

WOOD BLOCKING

PLASTER OR STUCCO

RIGID INSULATION

MINERAL WOOL

INSULATION

ALUMINUM

GRAVEL

STONE

METAL OR WOOD STUD FRAMED WALL

• WALL TYPE DESIGNATES WIDTH OF

WALL

• WIDTH OF WALL DIMENSIONED ONLY AT

1/4"=1' OR LARGER SCALE

• DOORS DIMENSIONED TO WIDTH OF

NOMINAL OPENING

• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

METAL OR WOOD STUD FRAMED WALL W/

MASONRY OR STONE VENEER

• WIDTH OF WALL DIMENSIONED FROM

FACE OF MASONRY.

• WIDTH OF MASONRY WALL

DIMENSIONED FROM FACE OF STUD.

• DOORS DIMENSIONED TO WIDTH OF

NOMINAL OPENING.

• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

MASONRY WALL

• WIDTH OF WALL DIMENSIONED TO

NOMINAL SIZE.

• DOORS DIMENSIONED TO

CENTERLINE OF NOMINAL OPENING.

• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT MASONRY

OPENING.

CONCRETE WALL

• ACTUAL WIDTH OF WALL DIMENSIONED

• DOORS DIMENSIONED TO CENTERLINE

OF NOMINAL OPENING.

• WINDOWS DIMENSIONED TO NOMINAL

FRAME SIZE - NOT ROUGH OPENING.

NEW CONSTRUCTION

ALL NEW CONSTRUCTION IS SHOWN HATCHED & SHADED AS ILLUSTRATED BELOW.

ALL NEW CONSTRUCTION IS FULLY NOTED AS SHOWN BELOW.

ALL WORK IS NEW UNLESS LABELED "EXISTING"

S T

R U

C T

U R

E

T O

P O

F

X 9A

4'-0"

G R

ID

T O

G R

ID

T O

G R

ID

T O

4'-0"

4'-0"

4M

5J

OF STRUCTURE

RIGHT SIDE

I H

E T

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

T E

S A

R C

H

IT

E C

T S

L L C

C h a n d le r A v e n u e

S u it e

B E

N D

O

R

.3

.9 w w

.s te e le

-a rc h .c o m

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

5 4 3 2 1

D

C

B

A

D

C

B

A

5 4 3 2 1

C O

N F

O R

M E

D

S

T

O

C T

O B

E R

/1

/2

:2

:2

P M

A001

AS/STSsho

20145.01

G E

N E

R A

L N

O T

E S

L E

G E

N D

S A

B B

R E

V

IA

T

IO

N S

GENERAL NOTES

LEGENDS

ABBREVIATIONS

07/19/2021

S

IS

T E

R S

O R

E G

O N

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

A D

M

IN

B L D

G

NEW MATERIALS LEGEND (TYPICAL SECTION VIEWS)

SYMBOLS GENERAL NOTES:ABBREVIATIONS:

DIMENSIONING LEGEND (TYPICAL PLAN VIEWS)

24 THE GC SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS WHERE SHOWN ON

PLAN.

25 MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM

TO THE BUILDING CODE AND ALL APPLICABLE GOVERNING BUILDING

CODES/ORDINANCES. SEE CODE SUMMARY, SHEET G004.

26 THE GC SHALL PROVIDE AND IS SOLELY RESPONSIBLE AND LIABLE FOR PUBLIC

AND EMPLOYEE PROTECTION AS NECESSARY AND AS REQUIRED BY THE CODES,

INCLUDING EXTERIOR AND INTERIOR PEDESTRIAN TRAFFIC BARRIERS. ALL WORK

SHALL CONFORM TO THE ORDINANCES AND REGULATIONS OF GOVERNMENTAL

AGENCIES HAVING JURISDICTION AT THE PROJECT.

27 THE GC SHALL PROVIDE TEMPORARY BARRICADES FOR DUST AND NOISE

CONTROL, AND ALL REQUIRED ENVIRONMENTAL PROTECTION WHERE WORK

JOINS EXISTING CONDITIONS.

28 ALL DEBRIS SHALL BE REMOVED FROM PREMISES AND ALL AREAS SHALL BE LEFT

IN A CLEAN (BROOM) CONDITION DAILY.

29 GC SHALL PREPARE AND IMPLEMENT AN INDOOR AIR QUALITY PROGRAM TO BE

INSTITUTED DURING CONSTRUCTION ACTIVITIES.

30 GC SHALL PREPARE AND IMPLEMENT A CONSTRUCTION WASTE MANAGEMENT

AND RECYCLING PLAN, TO BE PROVIDED TO THE OWNER.

31 GC SHALL AVOID UNNECESSARY DISRUPTIONS TO THE FUNCTIONS AND/OR DAILY

ACTIVITIES OF ADJACENT EXISTING SITES AND BUILDINGS.

32 CALL BEFORE YOU DIG! OREGON LAW REQUIRES THE GENERAL CONTRACTOR TO

CONTACT THE "OREGON UTILITY NOTIFICATION CENTER" AT 1 (800) 332-2344 OR 1

(503) 232-1987, NO LESS THAN TWO (2) BUSINESS DAYS, BUT NO MORE THAN TEN

(10) BUSINESS DAYS BEFORE COMMENCING ANY EXCAVATION. LOCATE ALL

UNDERGROUND UTILITIES BEFORE STARTING ANY BELOW GRADE WORK. THE

GENERAL CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT

OF IDENTIFIED UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN

CONJUNCTION WITH THE EXECUTION OF THE WORK.

33 PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE

FOR NOTIFYING THE ARCHITECT OF ANY EXISTING DAMAGE TO THE NEIGHBORING

SUITES, NEW OR EXISTING SITE IMPROVEMENTS, ETC. FAILURE TO DO SO SHALL

PLACE THE GENERAL CONTRACTOR WITH THE SOLE RESPONSIBILITY FOR

CORRECTING SUCH DAMAGE.

34 APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY

WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION.

THE GENERAL CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE

COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA AND CHANGE ORDERS,

ON THE PREMISES AT ALL TIMES. THESE ARE TO BE KEPT UNDER THE CARE OF

THE JOB SUPERINTENDENT.

35 THE GC IS TO PROVIDE BLOCKING AS REQUIRED FOR MOUNTING OF WALL

MOUNTED SHELVES, CABINETS, HC GRAB BARS AND PARTITION BRACES AND ALL

OTHER ITEMS IDENTIFIED ON THE EQUIPMENT OR ACCESSORY SCHEDULE.

BLOCKING SHALL BE FIRE TREATED WHERE REQUIRED BY THE BUILDING CODE.

36 THE GC IS RESPONSIBLE FOR RECEIVING, UNLOADING, UNCRATING,

INSTALLATION AND HOOK-UP OF ALL CONTRACTING OFFICER FURNISHED ITEMS

UNLESS NOTED OTHERWISE ON THE DRAWINGS.

37 THE GC IS TO ASSURE THAT NO REBAR OR REINFORCEMENT IS PRESENT PRIOR

TO CORE DRILLING OR PLACING BOLTS OR ANY OTHER ITEM WHICH COULD

DISTURB THE STRUCTURAL SLAB OR FOUNDATION WALLS.

38 PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE

REQUIRED.

39 PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL

SURFACES WHERE IT TERMINATES OR MEETS ANY DISSIMILAR MATERIAL, UNLESS

NOTED OTHERWISE.

40 PROVIDE METAL CORNER TRIM AT ALL OUTSIDE CORNERS OF PLASTER AND

DRYWALL SURFACES.

41 ALL PENETRATIONS THROUGH ANY SURFACE SHALL BE THOROUGHLY SEALED

WITH APPROPRIATE SEALANT MATERIAL.

42 UNLESS OTHERWISE NOTED, ALL EXTERIOR AND INTERIOR METAL, TRIM,

TREILLAGE, RAILINGS, MOLDINGS, FRAMES, CASTING ETC., SHALL BE PAINTED.

43 FIXTURES AND EQUIPMENT SHOWN ARE FOR COORDINATION PURPOSES ONLY.

REFER TO THE MANUFACTURER'S PRODUCT DATA AND THE MECHANICAL AND/OR

ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR FIXTURE AND EQUIPMENT

DESCRIPTIONS, LOCATIONS AND INSTALLATION REQUIREMENTS.

44 THE GC SHALL VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITH

MECHANICAL, FIRE SPRINKLER AND PLUMBING PLANS. ACCESS PANELS SHALL BE

FURNISHED AND INSTALLED WITH A FIRE RATING EQUAL TO THE WALL OR CEILING

ASSEMBLY INTO WHICH THEY ARE TO BE INSTALLED. FINISH AND LOCATION

SHALL BE APPROVED BY THE CONTRACTING OFFICER.

45 THE GC SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT PADS & BASES WITH

EQUIPMENT MANUFACTURERS & SHALL VERIFY ALL SIZES AND LOCATIONS OF

DUCT OPENINGS ON ROOF AND INTERIOR SHAFTS.

46 SYSTEMS SHOWN ON THE DRAWINGS ARE INTENDED TO BE FINISHED, INSTALLED

AND TURNED OVER TO THE CONTRACTING OFFICER IN PROPER FUNCTIONING

CONDITION. ALL WORK IS TO BE CONSIDERED IN CONTRACT SUM.

47 WHERE DAMAGE TO INSTALLED FINISHES OCCURS DURING CONSTRUCTION, THE

CONTRACTOR SHALL RESTORE SUCH FINISHES AS SPECIFIED OR SCHEDULED, TO

MATCH ADJACENT SURFACES.

48 CUTTING AND PATCHING: WHETHER OR NOT SHOWN ON THE DRAWINGS, THE

CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF WORK THAT

MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY AND

SHALL NOT ENDANGER ANY IN-PLACE WORK BY CUTTING, EXCAVATING OR

OTHERWISE ALTERING THE WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING

AND REPLACING OF MATERIALS AND SURFACES CUT OR DAMAGED IN EXECUTION

OF THE WORK SHALL BE REPLACED WITH APPLICABLE MATERIALS SO THAT

SURFACES WILL, UPON COMPLETION, MATCH SURROUNDING SIMILAR SURFACES

IN FIT, FINISH AND COLOR.

1 THE GENERAL CONTRACTOR SHALL HEREAFTER BE REFERRED TO AS GENERAL

CONTRACTOR OR "GC". THE CONTRACTING OFFICER MAY HEREAFTER BE

REFERRED TO AS "CONTRACTING OFFICER".

2 PLEASE NOTE:THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL WORK

REGARDLESS OF THE LOCATION OF THE INFORMATION IN THE DOCUMENTS. THE

GENERAL CONTRACTOR SHALL UTILIZE THE CONSTRUCTION DRAWINGS AND

WRITTEN SPECIFICATIONS FOR ALL REQUIRED INFORMATION TO PROVIDE

COMPLETE CONSTRUCTION OF THIS PROJECT. ITEMS LISTED IN DRAWINGS MAY

NOT BE INCLUDED IN SPECIFICATIONS. ITEMS LISTED IN SPECIFICATIONS MAY NOT

BE INCLUDED IN DRAWINGS.

3 GC SHALL BE RESPONSIBLE FOR COORDINATING WORK BETWEEN TRADES.

4 UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING

NOT IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS AND INSTALLATION

OF SAME ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTION

DOCUMENTS. THE GC SHALL PROVIDE AND INSTALL ALL ACCESSORIES,

COMPONENTS AND ASSEMBLIES REQUIRED FOR THE WORK DEPICTED OR

SPECIFIED.

5 THE INDIVIDUAL DISCIPLINE DRAWINGS (A, C, E, ETC.) ARE PART OF A LARGER SET

OF DRAWINGS, WHICH, WHEN COMPLETE, CONSISTS OF DRAWINGS LISTED IN THE

"DRAWING INDEX." PARTIAL SETS OF DRAWINGS NOT INCLUSIVE OF ALL

DISCIPLINES ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED.

6 CONSTRUCTION DOCUMENTS CONSIST OF DRAWINGS AND SPECIFICATIONS.

CONTRACTOR AND SUBCONTRACTORS SHALL CAREFULLY REVIEW ALL DRAWINGS

AND SPECIFICATIONS IN THIS PROJECT AND BECOME FAMILIAR WITH ALL

STRUCTURES, FIXTURES AND EQUIPMENT TO BE INSTALLED. COORDINATE ALL

ASPECTS OF THE CONSTRUCTION WITH ALL TRADES ON THE JOB TO ENSURE

THAT ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A COMPLETE AND

OPERATIONAL FACILITY ARE INCLUDED IN THE BID.

7 THE GC SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO

BEGINNING ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND

MATERIALS INCLUDING THOSE FURNISHED BY SUBCONTRACTORS. THE GC SHALL

ACCEPT PREMISES AS FOUND. CONTRACTING OFFICER WILL MAINTAIN THE

EXISTING

8 THE GC AND SUB-CONTRACTORS SHALL CAREFULLY REVIEW THE

ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, CIVIL AND

LANDSCAPE AND OTHER PROJECT RELATED DOCUMENTS PRIOR TO

CONSTRUCTION.

9 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT

INTENDED. THE GENERAL CONTRACTOR IS TO CLARIFY WITH THE CONTRACTING

OFFICER ANY SUCH DISCREPANCIES PRIOR TO COMMENCING WORK.

10 DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS: DO NOT SCALE DRAWINGS TO

DETERMINE ANY LOCATIONS. THE CONTRACTING OFFICER SHALL BE NOTIFIED OF

ANY DISCREPANCY PRIOR TO CONTINUING WITH WORK.

11 WHERE A DETAIL CALL OUT DESCRIBES A TYPE OF CONDITION, IT APPLIES TO ALL

SIMILAR CONDITIONS, WHETHER OR NOT A DETAIL TAG IS SHOWN AT THAT

LOCATION ON THE PLANS.

12 ALL PLAN DIMENSIONS ARE FROM GRIDLINE OR FACE OF STUD OR FACE OF

BLOCK UNLESS OTHERWISE INDICATED. SEE SECTION ON "DIMENSIONING" THIS

SHEET.

13 DIMENSIONS INDICATED TO BE "CLEAR" OR "CLR." ARE DIMENSIONS TO THE

FINISHED SURFACE OF THE WALL OR ASSEMBLY.

14 THE GC SHALL REPORT TO THE CONTRACTING OFFICER ALL CONDITIONS

REQUIRING COORDINATION/ CHANGES WITH THE CONTRACT DOCUMENTS.

COORDINATION / APPROVAL SHALL TAKE PLACE BEFORE THE WORK BEGINS. ALL

CHANGES TO THE CONTRACT COST SHALL BE APPROVED THROUGH A CHANGE

ORDER.

15 DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER

SMALL SCALE DRAWINGS.

16 THE CONTRACTING OFFICER WILL REVIEW SHOP DRAWINGS AND SAMPLES FOR

CONFORMANCE WITH DESIGN CONCEPT OF THE PROJECT. THE CONTRACTING

OFFICER'S REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE APPROVAL OF AN

ASSEMBLY IN WHICH THE ITEM FUNCTIONS. THE CONTRACTING OFFICER WILL

NOT REVIEW SHOP DRAWINGS UNTIL THE GC HAS REVIEWED AND STAMPED THE

SHOP DRAWING/SUBMITTAL. THE GC IS RESPONSIBLE FOR FIELD VERIFYING ALL

DIMENSIONS SHOWN ON THE SHOP DRAWINGS. THE CONTRACTING OFFICER'S

REVIEW OF THE SHOP DRAWINGS SHALL NOT OVERRIDE THE CONDITIONS

DESCRIBED IN THE CONTRACT DOCUMENTS UNLESS SPECIFICALLY NOTED

OTHERWISE BY THE CONTRACTING OFFICER.

17 FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE MANUFACTURER'S

STANDARD DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

18 FOR GRADING, TRENCHING ETC., CONTACT THE CONTRACTING OFFICER FOR

INSTRUCTIONS PRIOR TO THE CONTINUATION OF WORK SHOULD ANY UNUSUAL

CONDITIONS BECOME APPARENT DURING GRADING OR FOUNDATION

CONSTRUCTION. EXISTING ELEVATIONS AND LOCATIONS TO BE JOINED SHALL BE

VERIFIED BY THE GENERAL CONTRACTOR BEFORE CONSTRUCTION.

19 ALL WORK, MATERIALS AND METHODS SHALL BE IN CONFORMANCE WITH THE

CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNMENTAL AGENCIES

HAVING JURISDICTION AT THE PROJECT LOCATION. THE GENERAL CONTRACTOR

MUST COMPLY WITH THE CONTRACTOR REGISTRATION REQUIREMENTS OF ALL

GOVERNING AUTHORITIES.

20 ALL PROJECT CONSTRUCTION SHALL CONFORM WITH THE ARCHITECTURAL

BARRIERS ACT (ABA) 2015.

21 THE GC SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING AUTHORITIES AND

UTILITIES PRIOR TO COVERING UP ANY WORK REQUIRING INSPECTION.

22 THE GC SHALL MAINTAIN ALL REQUIRED EXITS AND FIRE LANES IN WORKING

ORDER.

23 A GENERAL BUILDING PERMIT WILL BE SECURED BY THE UNITED STATES FOREST

SERVICE. ALL OTHER PERMITS OR CONNECTION FEES SHALL BE SECURED BY

THE GENERAL CONTRACTOR AND REIMBURSED THROUGH THE CONTRACTING

OFFICER.

SUSP SUSPENDED

SYM SYMMETRICAL

TEL TELEPHONE

TEMP TEMPERED

THK THICK

T&G TONGUE & GROOVE

TBC TOP BACK OF CURB

T.O.C. TOP OF CONCRETE OR

CURB

T.O.F TOP OF FOOTING

T.O.P. TOP OF PARAPET

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TDC TRAFFIC DECK COVERING

T TREAD

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

VER VERTICAL

WC WATER CLOSET

WL WATER LEVEL

WP WATERPROOFING

W WIDE

W/ WITH

WD WOOD

WP WORKING POINT

WI WROUGHT IRON

(N) NEW

NR NON-RATED

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

NO. NUMBER

OFF OFFICE

OC ON CENTER

OPN'G OPENING

OCC OPERATOR CONTROL

CENTER

OPP OPPOSITE

OH OPPOSITE HAND

OD OUTSIDE DIAMETER

OF OVERFLOW

OFI OWNER FURNISH ITEM

OFOI OWNER FURNISHED OWNER

INSTALLED

PR PAIR

PLAS PLASTIC

PL PLATE

PLWD PLYWOOD

PC PORTLAND CEMENT

PREP PREPARATION

PT PRESSURE TREATED

PTDF PRESSURE TREATED

DOUGLAS FIR

PROJ PROJECTION

QT QUARRY TILE

REF FREFERENCE

R OR RAD RADIUS

REDW'D REDWOOD

REFL REFLECTED

REINF REINFORCE

REQ'D REQUIRED

RES RESILIENT

RR RESTROOM(S)

R RISER

RD ROOF DRAIN

RTU ROOF TOP UNIT

RM ROOM

R.O. ROUGH OPENING

SECT SECTION

SHT SHEET

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STA STATION

STL STEEL

STG STORAGE

STRUCT STRUCTURAL

SIMUL SUMULATED

EXIST EXISTING

EJ EXPANSION JOINT

EXT EXTERIOR

FOC FACE OF CONCRETE

FOS FACE OF STUD

FOW FACE OF WALL

FT FEET

FRP FIBER REINFORCED

PLASTIC

FIN FINISH

FF FINISH FLOOR

FO FINISHED OPENING

FHC FIRE HOSE CABINET

FLR FLOOR

FD FLOOR DRAIN

FS FLOOR SINK

FDN FOUNDATION

FH FULL HEIGHT

FS FULL SIZE

FSD FULL SIZE DETAIL

GALV OR GV GALVANIZED

GA GAUGE

GC GENERAL CONTRACTOR

GL GLASS

GFRC GLASS FIBER REINFORCED

CONCRETE

GR GRADE

GYP. BD. GYPSUM BOARD

HDWD HARDWOOD

H HIGH

HP HIGH POINT

HM HOLLOW METAL

HORIZ HORIZONTAL

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

JAN JANITOR

LAV LAVATORY

LEV LEVEL

LTWT LIGHT WEIGHT

LTG LIGHTING

MAINT MAINTENANCE

MFG MANUFACTURER

MO MASONRY OPENING

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MB MECHANICAL BOLT

MET METAL

MEZZ MEZZANINE

MIN MINIMUM

MISC MISCELLANEOUS

MULL MULLION

ABBREV ABBREVIATION (S)

ABB ABBREVIATION (S)

A.F.F. ABOVE FINISHED FLOOR

AD ACCESS DOOR

ACOUS ACOUSTICAL

A/C AIR CONDITIONING

ALUM ALUMINUM

AB ANCHOR BOLT

APPR APPROVED

AC ASPHALT CONCRETE

BM BEAM

BLK BLOCK

BD BOARD

BOT BOTTOM

B.O.B. BOTTOM OF BEAM

BLDG BUILDING

CLG CEILING

CH CEILING HEIGHT

CEM CEMENT

C/C CENTER TO CENTER

CER CERAMIC

CLR CLEAR

CLOS CLOSET

COL COLUMN

COMPO COMPOSITION

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

CONN CONNECTION

CONT CONTINUOUS

CORD COORDINATE

CORR CORRIDOR

CSK COUNTERSINK

DEL DELETE

DET DETAIL

DIAG DIAGONAL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DR DOOR

DO DOOR OPENING

DBL DOUBLE

DF DOUGLAS FIR

DN DOWN

DS DOWNSPOUT

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

EWC ELECTRIC WATER COOLER

ELEC ELECTRICAL

ELEV OR EL ELEVATION

ELEV ELEVATOR

EQ EQUAL

EQUIP EQUIPMENT

REV. DATE DESCRIPTION

F1

F2

COMPACTED GRAVEL

SUB-BASE, SEE GEOTECH

REPORT.

FINISH FLOOR PER PLAN

CONCRETE SLAB FLOOR -

SEE STRUCTURAL

DRAWINGS AND 03 30 00

UNDERSLAB VAPOR

BARRIER - SEE 03 00 00

FLOOR DECK - SEE

STRUCTURAL DRAWINGS

AND 06 10 00

FLOOR JOISTS - SEE

STRUCTURAL DRAWINGS

AND 06 17 33

SECTION VIEW

SECTION VIEW

F3

FLOOR DECK - SEE

STRUCTURAL DRAWINGS

AND 06 10 00

FLOOR JOISTS - SEE

STRUCTURAL DRAWINGS

AND 06 17 33

SECTION VIEW

(2) LAYERS 5/8" TYPE

'X' GYPSUM BOARD

FIRE RATING: 1-HR

REFERENCE: SIM. TO GA FILE No. FC 5406

R1

R2

ASPHALT COMPOSITION

SHINGLES - SEE 07 31 13

FULL FIELD ICE & WATER

SHIELD UNDERLAYMENT

R-30 RIGID INSULATION -

SEE 07 21 00

VAPOR BARRIER -

SEE 07 25 00

ROOF SHEATHING - SEE

STRUCTURAL DRAWINGS

AND 06 10 00

ROOF FRAMING - SEE

STRUCTUAL DRAWINGS

AND 06 10 00

ASPHALT COMPOSITION

SHINGLES - SEE 07 31 13

FULL FIELD ICE & WATER

SHIELD UNDERLAYMENT

ROOF SHEATHING - SEE

STRUCTURAL DRAWINGS

AND 06 10 00

ROOF FRAMING - SEE

STRUCTUAL DRAWINGS

AND 06 10 00

SOFFIT - SEE REFLECTED

CEILING PLAN

R3

ASPHALT COMPOSITION

SHINGLES - SEE 07 31 13

FULL FIELD ICE & WATER

SHIELD UNDERLAYMENT

ROOF SHEATHING - SEE

STRUCTURAL DRAWINGS

AND 06 10 00

ROOF FRAMING - SEE

STRUCTUAL DRAWINGS

AND 06 10 00.

VARIES AT R3a.

SOFFIT - SEE REFLECTED

CEILING PLAN

VAPOR BARRIER -

SEE 07 25 00

R-30 RIGID INSULATION -

SEE 07 21 00

R4

SINGLE-PLY MEMBRANE

ROOFING - SEE 07 54 00

ROOF SHEATHING - SEE

STRUCTURAL DRAWINGS

AND 06 10 00

ROOF FRAMING - SEE

STRUCTUAL DRAWINGS

AND 06 10 00

R-49 BATT INSULATION -

SEE 07 21 00

VAPOR BARRIER

MEMBRANE - SEE 07 25 00

SECTION VIEW

SECTION VIEW

SECTION VIEW

SECTION VIEW

INSULATION COVER BOARD -

07 2100

INSULATION COVER BOARD -

07 2100

SELF-ADHERING

WATER-RESISTIVE AIR

BARRIER MEMBRANE.

2x6 FRAMING @ 16" O.C.

R-21 BATT INSULATION

VAPOR RETARDER. SEE 07

25 00.

5/8" GYP. BD. PAINT

1-1/2" CONTINUOUS XPS

INSULATION BOARD (R-7.5.)

FIBER CEMENT LAP SIDING.

SEE FINISH SCHEDULE &

SPECIFICATIONS.

SELF-ADHERING

WATER-RESISTIVE AIR

BARRIER MEMBRANE.

2x6 FRAMING @ 16" O.C.

R-21 BATT INSULATION

VAPOR RETARDER. SEE 07

25 00.

5/8" GYP. BD. PAINT

1-1/2" CONTINUOUS XPS

INSULATION BOARD (R-7.5.)

6L

6F

6L

RAINSCREEN SYSTEM -

INSTALL PER MFR'S

WRITTEN INSTRUCTIONS.

SEE 07 46 46.

EXT. WALL SHEATHING -

SEE STRUCTURAL

DRAWINGS.

FIBER-CEMENT BOARD

& BATTEN SIDING -

SEE 07 46 46.

RAINSCREEN SYSTEM -

SEE 07 46 46.

EXT. WALL SHEATHING - SEE

STRUCTURAL DRAWINGS

6E

BATTERED STONE VENEER

BELOW. SEE EXTERIOR

ELEVATIONS AND WALL

SECTIONS ON SHEET A310

2x6 STUDS - SEE

STRUCTURAL DRAWINGS

1/2" RESILIENT CHANNELS

@ 24" O.C., HORIZONTAL

5/8" GYPSUM BOARD,

BOTH SIDES

5-1/4" ACOUSTICAL

BATT INSULATION

6J

FIRE RATING: N/A

STC RATING: 45-49

REFERENCE: SIM. TO GA FILE No. WP 3335

/4

2x6 STUDS - SEE

STRUCTURAL DRAWINGS

5/8" GYPSUM BOARD ON

ROOM SIDE

STONE VENEER WAINSCOT

FIBER-CEMENT SIDING

2x6 FRAMING @ 16" O.C.

R-21 BATT INSULATION

5/8" GYP. BD. PAINT

1-1/2" CONTINUOUS XPS

INSULATION BOARD (R-7.5.)

EXT. WALL SHEATHING - SEE

STRUCTURAL DRAWINGS

BATTERED STONE VENEER

BELOW. SEE EXTERIOR

ELEVATIONS AND WALL

SECTIONS ON SHEET A310

VAPOR BARRER -

SEE 07 25 00

WEATHER BARRIER -

SEE 07 25 00

MASONRY WIRE TIES -

SEE 04 43 13

STONE VENEER TO TOP PLATE

PLAN VIEWPLAN VIEW

PLAN VIEW

PLAN VIEW

PLAN VIEW

2x6 STUDS - SEE

STRUCTURAL DRAWINGS

1/2" RESILIENT CHANNELS

@ 24" O.C., HORIZONTAL

5/8" GYPSUM BOARD,

BOTH SIDES

5-1/4" ACOUSTICAL

BATT INSULATION

6B

FIRE RATING: N/A

STC RATING: 45-49

REFERENCE: SIM. TO GA FILE No. WP 3335

/4

PLAN VIEW

BALLISTICS RESISTANT

PANEL - SEE 10 26 41. PUBLIC SIDE OF LOBBY

& RECEPTION SPACES

NON-PUBLIC SIDE OF LOBBY

& RECEPTION SPACES

2x6 STUDS - SEE

STRUCTURAL DRAWINGS

5/8" TYPE 'X' GYPSUM

BOARD, BOTH SIDES

5-1/4" ACOUSTICAL

BATT INSULATION

6C

FIRE RATING: 1-HR

STC RATING: 45-49

REFERENCE: SIM. TO GA FILE No. WP 3514

/4

PLAN VIEW

(2) LAYERS OF TYPE 'X'

GYPSUM BOARD

1/2" HAT CHANNEL

CONNECTED TO STAIR

STRINGERS

STAIR, SEE

FLOOR PLAN AND

DETAILS ON A540

C1SECTION VIEW

FIRE RATING: 1-HR

I H

E T

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

T E

S A

R C

H

IT

E C

T S

L L C

C h a n d le r A v e n u e

S u it e

B E

N D

O

R

.3

.9 w

.s te e le

-a rc h .c o m

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

5 4 3 2 1

D

C

B

A

D

C

B

A

5 4 3 2 1

C O

N F

O R

M

C T

O B

E R

/1

/2

:2

:2

P M

A010

AS/STSsho

20145.01

A S

S E

M B

L Y

T Y

P E

S

ASSEMBLY TYPES

07/19/2021

S

IS

T E

R S

O R

E G

O N

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

A D

M

IN

B L D

G

ROOF TYPES

A. SEE SHEET A001 FOR GENERAL NOTES.

B. SEE TITLE SHEET FOR DRAWING INDEX.

C. DO NOT SCALE DRAWINGS.

D. CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

CONTRACTING OFFICER ANY ERRORS, INCONSISTENCIES OR OMISSIONS

BEFORE BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

E. TYPICAL ALL WALLS: EXTEND WALL TO STRUCTURE UN LESS OTHERWISE

NOTED. BRACE ALL OTHER WALLS TO STRUCTURE - SEE SHEET A530. EXTEND

GYP. BD. ON ONE SIDE OF WALL TO UNDERSIDE OF STRUCTURE ABOVE,

EXTEND GYPSUM BOARD TO 6" MIN ABOVE ADJACENT CEILING HEIGHT AT

OPPOSITE SIDE OF WALL. TYPICAL U.N.O.

F. FOR ACOUSTICALLY RATED WALLS: EXTEND WALL TO DECK AND GYPSUM

BOARD ON BOTH SIDES OF WALL. SEE TYPICAL ACOUSTICAL WALL DETAILS ON

SHEET A530..

G. FOR FIRE RATED WALLS: EXTEND WALL & GYP. B.D TO DECK. SEE TYPICAL

FIRE RATED WALL DETAILS ON SHEET A530.

H. RESTROOM WALLS SHALL RECEIVE WATER & MOLD RESISTANT GYP. BD. TO

CEILING, U.N.O.

FLOOR & CEILING TYPESINTERIOR WALL TYPES EXTERIOR WALL TYPES GENERAL NOTES

N

P A

RK

IN

G

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

WM

WM

W S

WM

W S

T

S

CO

S

CO

S

CO

CO

S

C O

S

S

CO

CO

CO

CO

CO

E L

I RR

NO PARKING

NO PARKING

STORAGE BUILDING

(UNDER SEPARATE

PERMIT)

PRO

PO

SED BUILDING

13,244 SF INT.

AREA

S A N

TIA

M H

IG

H W

A Y

M

IN

.24 '-0

M

IN.

24'-0"

M

IN

'-0

M

IN

.24 '-0

N O

R T

H P

IN

E

S T

R E

E T

W. MAIN

STREET

W. ADAMS

STREET

12 10'-0"

'-0

9'-0" 19 '-0

9'-0"

'-0

'-0

'-0

'-0

6 9

19'-0" 9'

-0 "19'-0"

9' -0

/8

19'-0"

9'-0"

'-0

9'-0"

'-0

9'-0"

'-0

9'-1"

'-0

'-0

12'-0"

MECH. EQUIP.

ELEC. EQUIP.

A

B

B

A102

A3

A102

A3

A102

A3

A102

B2

SLIDING GATE #2

SLIDING GATE #1

PERSONNEL

GATE

A103

C2

A103

C2

A103

B2

A103

B2

A103

A3

INFORMATION

KIOSK

A103

D2CHAIN LINK

FENCE DETAIL

'-0

19'-0"

31'-6"

EXISTING BUILDING

NEW BUILDING

NEW FENCE

PROPERTY LINE

ACCESSIBLE PATH TO

PUBLIC R.O.W.

LANDSCAPE AREA

PREVIOUS WORK UNDER

SEPRATE PERMIT

PHASE 2 WORK UNDER

THIS PERMIT - SEE CIVIL

DRAWINGS FOR EXTENT

PHASE 3 WORK UNDER

THIS PERMIT - SEE CIVIL

DRAWINGS FOR EXTENT

I H

E T

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

T E

S A

R C

H

IT

E C

T S

L L C

C h a n d le r A v e n u e

S u it e

B E

N D

O

R

.3

.9 w

.s te e le

-a rc h .c o m

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

5 4 3 2 1

D

C

B

A

D

C

B

A

5 4 3 2 1

C O

N F

O R

M

C T

O B

E R

/1

/2

:2

:3

P M

A100

AS/STSjm/sho

20145.01

A R

C H

IT

E

C T

U R

A L

S

IT

E P

L A

N

ARCHITECTURAL SITE

PLAN

07/19/2021

S

IS

T E

R S

O R

E G

O N

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

A D

M

IN

B L D

G

1" = 50'-0"

D5 SITE PLAN

SITE DATA:

1 COVERED BIKE PARKING, SEE DETAILS ON A101.

2 TRASH ENCLOSURE, SEE CIVIL PLANS ON C20.1 FOR

LOCATION. SEE A101 FOR CONSTRUCTION DETAILS.

3 PICNIC TABLE CANOPY, SEE CIVIL DRAWINGS FOR

LOCATION. SEE A101 FOR CONSTRUCTION DETAILS.

4 ACCESSIBLE RAMP W/ NON-SLIP FINISH AND

GUARDRAILS. SEE CIVIL PLANS ON C20.1.

5 PERSONNEL GATE IN FENCE.

6 GATE ACCESS CARD READER. SEE CIVIL AND

ELECTRICAL DRAWINGS. COORDINATE WORK WITH

DOOR HARDWARE INSTALLER.

7 ACCESSIBLE PARKING AND AISLE SIGNS, SEE DETAILS

ON A101.

8 ACCESSIBLE PARKING AND AISLE.

9 FLAGPOLE. SEE C4/A101 AND 10 75 00. PROVIDE POWER

FOR INTEGRAL DOWNIGHT.

10 EXISTING FIRE LEVEL CONDITION SIGN TO BE REMOVED

AND RELOCATED.

11 EXISTING SMOKEY BEAR SIGN TO BE REMOVED AND

RELOCATED.

12 INSTALL EXISTING SMOKEY BEAR SIGN IN THIS

LOCATION.

13 INSTALL EXISTING FIRE LEVEL CONDITION SIGN IN THIS

LOCATION.

14 REMOVE EXISTING RANGER DISTRICT AGENCY SIGN,

PRESERVE EXISTING MASONRY BASE AND SUPPORT

POSTS. INSTALL NEW AGENCY SIGN PER DETAIL

B4/A103.

GENERAL NOTES:

0' 50'25' 150'100'

SCALE : 1" = 50'-0"

n

KEYED NOTES:

A. SEE SHEET A001 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

B. SEE TITLE SHEET FOR DRAWING INDEX.

C. DO NOT SCALE DRAWINGS.

D. REFER TO SHEETS A101, A102 & A103 FOR SITE RELATED DETAILS

E. CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

CONTRACTING OFFICER ANY ERRORS, INCONSISTENCIES OR OMISSIONS

BEFORE BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

F. CONTRACTOR SHALL REVIEW AND COMPLY WITH THE REQUIREMENTS OF

CHAPTER 33 OF THE OREGON STRUCTURAL SPECIALTY CODE,

"SAFEGUARDS DURING CONSTRUCTION' PRIOR TO COMMENCING ANY

CONSTRUCTION ACTIVITIES.

G. ALL SIGNAGE UNDER SEPARATE PERMIT

H. REFER TO CIVIL DRAWINGS FOR HORIZONTAL CONTROL INFORMATION,

DRAINAGE, SLAB AND PAVING ELEVATIONS.

I. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB DESIGN.

J. REFER TO ELECTRICAL & LANDSCAPE DRAWINGS FOR ADDITIONAL SITE

INFORMATION.

K. FOLLOW ALL RECOMMENDATIONS AND REQUIREMENTS OF THE

GEOTECHNICAL INVESTIGATION UNLESS MORE STRINGENT

REQUIREMENTS APPEAR IN THE CONTRACT DOCUMENTS AND

SPECIFICATIONS.

L. LIMITS OF WORK: THE CONTRACTOR SHALL CONFINE OPERATIONS AT THE

SITE TO AREAS PERMITTED BY LAW, ORDINANCES, PERMITS AND THE

CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT UNREASONABLY

ENCUMBER THE SITE WITH MATERIALS AND/ OR EQUIPMENT.

M. STAGING AREA: THE CONTRACTOR AND SUBCONTRACTORS SHALL LIMIT

STORAGE OF MATERIALS AND LOCATIONS OF PORTABLE FIELD OFFICES AS

APPROVED BY THE CONTRACTING OFFICER.

N. GENERAL CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE OR DISRUPT

EXISTING UTILITIES WHILE EXCAVATING, GRADING OR DIGGING DURING

CONSTRUCTION. CONFIRM LOCATION OF EXISTING UTILITIES OF ADJACENT

PROPERTIES BEFORE YOU DIG.

K. UNLESS NOTED OTHERWISE, SIDEWALKS AND RAMPS SHALL BE

CONSTRUCTED TO THE FOLLOWING REQUIREMENTS:

a. MAXIMUM CROSS SLOPE OF SIDEWALKS: 1:50

b. MAXIMUM SLOPE OF SIDEWALKS: 1:20

c. MAXIMUM SLOPE OF RAMPS: 1:12

d. MAXIMUM SLOPE OF ACCESIBLE PARKING STALLS 2% IN ANY

DIRECTION

L. PRIOR TO CONTRACTOR REQUESTING A BUILDING DEPARTMENT

FOUNDATION INSPECTION, THE SOILS CONTRACTING OFFICER SHALL

ADVISE THE BUILDING OFFICIAL IN WRITING THAT:

a. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE

SOILS REPORT.

b. THE UTILITY TRENCHES HAVE BEEN BACK FILLED AND COMPACTED.

c. THE FOUNDATION EXCAVATIONS COMPLETE THE INTENT OF THE

SOILS REPORT.

M. PRIOR TO START OF WORK, THE CONTRACTOR SHALL COORDINATE WITH

EACH RESPECTIVE GOVERNING AUTHORITY IN VERIFYING THE LOCATION

(INVERT ELEVATIONS, HORIZONTAL CONTROLS, EASEMENTS) OF EXISTING

SANITARY AND STORM SEWERS, WATER, NATURAL GAS, ELECTRICAL,

FIBER OPTIC, TELEPHONE, OVERHEAD POWER LINES AND UTILITY

SYSTEMS BOTH ONSITE AND OFFSITE. THE CONTRACTOR SHALL

CAREFULLY COMPARE THE DOCUMENTS, NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY IF THE CONTRACTOR BELIEVES THAT A CONFLICT

WILL IMPACT THE CONTRACT PRICE AND/ OR THE CRITICAL PATH OF THE

CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE THE

FOLLOWING:

a. PRELIMINARY ADDITIONAL COST.

b. PRELIMINARY ADDITIONAL CALENDAR DAYS NEEDED.

c. DETERMINE IF A RECOVERY SCHEDULE CAN BE INSTALLED.

N. EMERGENCY VEHICLE ACCESS: THE CONTRACTOR SHALL MAINTAIN FIRE

TRUCK ACCESS TO THE EXISTING BUILDINGS THROUGHOUT THE

CONSTRUCTION PROCESS.

PROJECT INFORMATION

TAX LOT NUMBER 151005D000300

ZONING DISTRICT PF (PUBLIC FACILITY)

SITE AREA 11.22 ACRES

BUILDING AREA 13,244 SF

OFF STREET PARKING

STANDARD STALLS 112 STALLS

(6 ABA STALLS, 4 STAFF, 2 VISITOR)

LARGE STALLS 12 STALLS

RV STALLS 4 STALLS

HEAVY EQUIPMENT STALLS 4 STALLS

TOTAL: 132 STALLS

LEGEND:

CONCRETE FOOTING;

SEE STRUCTURAL

DRAWINGS3

DIA.

1'-6"

PAVING OR CONCRETE;

SEE SITE DRAWINGS

SLOPE CONCRETE BASE

@ EXTERIOR LOCATIONS.

4 1/2" STD. GALV. STEEL

TUBE;

APPLY TWO COATS

EXTERIOR HIGH

PERFORMANCE COATING;

SEE FINISH LEGEND

M

IN

RESERVED

PARKING

ACCESSIBLE

STATE DISABLED

PARKING PERMIT

REQ'D

/2

ACCESSIBLE PARKING SIGN

MODEL #R7-801

BARRIER FREE SYMBOL

6" 6"

FASTEN WITH (2) SIGN MOUNT

U-BOLT CLAMPS FROM

AMERICAN BARRICADE

COMPANY #2U-15

VAN ACCESSIBLE SIGN

MODEL #R7-8A 12x6

GREEN/WHITE FASTEN WITH (1)

SIGN MOUNT U-BOLT CLAMP

2 3/8" DIAMETER SCHEDULE 40

GALVENIZED PIPE POST -

EXTEND INTO FOOTING 2'-0"

1'-0" DIAMETER X 3'-0"

CONCRETE BASE

FINISH GRADE

M

IN

VAN

1'-6"

BLACK LETTERING &

BORDER ON WHITE

BACKGROUND

FADE RESISTANT PRE-

MANUFACTURED 12" x 18" x 1/8" BONDERIZED

STEEL SIGN

CARPOOL

PARKING

ONLY

OBTAIN PASS INSIDE

GREEN LETTERING &

BORDER ON WHITE

BACKGROUND

FADE RESISTANT PRE-

MANUFACTURED 12" x 18" x 1/8" BONDERIZED

STEEL SIGN

VEHICLE GRAPHIC IN

BLACK

FUEL

EFFICIENT

VEHICLE

PARKING ONLY

CONCRETE FOOTING

PER MFR ENGINEERED

DRAWINGS.

PREFINISHED ALUMINUM

FLASH COLLAR

35'-0" TALL COMMERCIAL

FLAG POLE; SEE

SPECIFICATIONS

LIGHTNING GROUND

SPIKE

STEEL BASE PLATE

SUPPORT PLATE

STEEL CENTERING

WEDGES (AS REQ'D)

FOUNDATION SLEEVE

FILLED W/ DRY TAMPED

SAND

LANDSCAPING; SEE SITE

DRAWINGS

M

IN

P O

L E

M F

G

C O

O D

W

IT

H

6" 6"

6"

1'-6" DIA CONCRETE FOOTING

PAVING.

6" DIA CONCRETE FILLED GALV

STL PIPE BOLLARD, HIGH

PERFORMANCE COATING, SEE

FINISH LEGEND.

TOP OF CONCRETE FOOTING TO

HAVE SMOOTH RADIUSED

CROWN

CROWN TOP OF CONCRETE

1/2" EXP JOINT (CIRCUMFERENCE)

5/8"x8" STELL BAR

THROUGH POST EACH WAY

NOTE: POUR BOLLARD

MONOLITHICALLY WITH

FOOTING

6 DIA CONCRETE FILLED GALV STL

PIPE BOLLARD, PAINTED

1'-6" DIA CONCRETE FOOTING

CONCRETE PAVING.

1/2" EXP JOINT (CIRCUMFERENCE)

SEALANT, TYP

SEALANT, TYP

NO

PARKING

ACCESS AISLE

ACCESSIBLE PARKING SIGN

MODEL #OR7-9

/2

6" 6"

FASTEN WITH (2) SIGN MOUNT

U-BOLT CLAMPS FROM

AMERICAN BARRICADE

COMPANY #2U-15

2 3/8" DIAMETER SCHEDULE 40

GALVENIZED PIPE POST -

EXTEND INTO FOOTING 2'-0"

1'-0" DIAMETER X 3'-0"

CONCRETE BASE

FINISH GRADE

M

IN

NO

PARKING

ACCESS AISLE

ACCESSIBLE PARKING SIGN

MODEL #OR7-9

/2

6" 6"

FASTEN WITH (2) SIGN MOUNT

U-BOLT CLAMPS FROM

AMERICAN BARRICADE

COMPANY #2U-15

SIGN #OR7-9A, POINTED

TOWARDS ACCESS AISLE

2 3/8" DIAMETER SCHEDULE 40

GALVENIZED PIPE POST -

EXTEND INTO FOOTING 2'-0"

1'-0" DIAMETER X 3'-0"

CONCRETE BASE

FINISH GRADE

M

IN

RESERVED

PARKING

VALID STATE

PERMIT REQ'D

ACCESSIBLE PARKING SIGN

MODEL #R7-801

BARRIER FREE SYMBOL

FASTEN WITH (2) SIGN

MOUNT U-BOLT CLAMPS

FROM AMERICAN

BARRICADE COMPANY #

2U-10

2 3/8" SQ. STEEL PIPE W/ 1/4" END

CAP WELDED TO TOP. GALV.

AFTER FABRICATION. PAINT

CHARCOAL GRAY.

FINISH GRADE

SLOPE CONCRETE AWAY

FROM STEEL PIPE.

8" DIA. x 24" DEEP MIN.

/2

6" 6"

M

IN

NO SMOKING

WITHIN 25 FEET

8"

CENTER PICTOGRAM ON

CENTERLINE OF SIGN

WHITE EXTERIOR

GRADE SIGN

3 1/2" DIA. PICTOGRAM,

RED

7/8" HIGH LETTERS,

DARK BROWN

1/4" WIDE DARK BROWN

STRIPE @ PERIMETER

/4

/4

/2

1/2" HIGH LETTERS,

DARK BROWN

CLEAR BIKE

PARKING AREA

GALVANIZED STEEL

PIPE BIKE RACK

6" ROUND ATTACHMENT

PLATE WITH (3) 1/2" DIA.

HOLES FOR ANCHOR

BOLTS

NOTE:

ALL BOLTS, WASHERS

AND NUTS SHALL BE

GALVANIZED STEEL

6'-0"

2'-6"

GALVANIZED STEEL

PIPE BIKE RACK -

SEE 32 33 13

ANCHOR PLATE - SEE

BIKE RACK - PLAN

I H

E T

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

T E

S A

R C

H

IT

E C

T S

L L C

C h a n d le r A v e n u e

S u it e

B E

N D

O

R

.3

.9 w

.s te e le

-a rc h .c o m

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

5 4 3 2 1

D

C

B

A

D

C

B

A

5 4 3 2 1

C O

N F

O R

M

C T

O B

E R

/1

/2

:2

:3

P M

A101

AS/STSsho

20145.01

S

IT

E D

E T

A

IL

S

SITE DETAILS

07/19/2021

S

IS

T E

R S

O R

E G

O N

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

A D

M

IN

B L D

G

3/4" = 1'-0"

D4 SITE - TYP. FENCE POST

1" = 1'-0"

D2 VAN ACCESSIBLE PARKING SIGN

1 1/2" = 1'-0"

C1 CARPOOL PARKING SIGNAGE

1 1/2" = 1'-0"

D1 FUEL EFFICIENT PARKING SIGNAGE

3/4" = 1'-0"

C4 FLAGPOLE BASE

3/4" = 1'-0"

A1 SAFETY BOLLARD

1" = 1'-0"

C3 ACCESS AISLE SIGNAGE

1" = 1'-0"

D3 ACCESS AISLE SIGNAGE

1" = 1'-0"

C2 ABA PARKING SIGNAGE

1 1/2" = 1'-0"

B1 NO SMOKING SIGN

1" = 1'-0"

A2 BIKE RACK - PLAN

1" = 1'-0"

B2 BIKE RACK - ELEVATION

A102

C2

9" 30'-0" 9"

31'-6"

/4

PAIR - 6'-0" x 6'-0" GATES

REC.REC.

REC.REC.

REC.

TRASH TRASH

DROP BOLT

SOCKET

6'-0" 6'-0" 12'-0" 6'-0"

GATE POST

CORNER

POST

EDGE OF CONCRETE

SLAB

CHAIN LINK FENCING -

SEE 32 31 13

LINE POSTS

CORNER POSTS

A102 D

/4

NO SMOKING SIGN -

SEE B2/A101

LOCKABLE LATCH

CANE BOLT TENSION WIRE, TYP.

@ TOP AND BOTTOM

STRETCHER BAR,

TYP. AT END POSTS

FINISH GRADE - SEE

SITE PLAN AND

CIVIL DRAWINGS

CANE BOLT

SOCKET

CONCRETE SLAB -

SEE CIVIL DRAWINGS

1'-6" dia. CONCRETE

FOOTING @ EACH POST

NO SMOKING SIGN -

SEE B2/A101

3/8" ROD w/ TURNBUCKLE, TYP. WHERE SHOWN

CORNER POST

TENSION WIRE

CHAIN LINK FENCING -

SEE 32 31 13

10'-0" @ TYPE B CANOPY

16'-0" @ TYPE A CANOPY

T Y

P E

B C

A N

O P

Y

T Y

P E

A C

A N

O P

Y

D5 A102

A

A

A

C5

11'-0" @ TYPE B CANOPY

17'-0" @ TYPE A CANOPY

T Y

P E

B C

A N

O P

Y

T Y

P E

A C

A N

O P

Y

6" 6"

6x6 CORNER POSTS - SEE

STRUCTURAL DRAWING

CONCRETE SIDEWALK,

WHERE IT OCCURS.

SEE SITE PLAN

LINE OF ROOF

OVERHANG ABOVE

LINE OF THICKENED

SLAB EDGE - SEE

STRUCTURAL DRAWINGS

CONCRETE SLAB - SEE

STRUCTURAL DRAWINGS

SEE SITE PLAN FLOR

LOCATIONS OF "A"

AND "B" CANOPIES

8-FT PICNIC TABLES -

BY OTHERS

D5 A102

FASCIA BOARD

EXPOSED

RAFTERS

2x6 T&G ROOF

DECKING

TRUSS

CORNER POST

EXPOSED RAFTERS

D5 A102

T Y

P

/4

LINE OF BEAMS BELOWRIDGE

LINE OF TRUSS BELOW

D5

A102 ROOFING TO MATCH

ADMIN BUILDING

1x3 FASCIA &

VERGE TRIM

2x 8 FASCIA &

VERGE BOARDS

GABLE END WALL

TRUSS WITH

HARDWARE TO

MATCH ADMIN. BLDG.

5" / 1 2"

5" / 12"

/8

ROOFING TO MATCH

ADMIN. BLDG.

CORNER POSTS -

SEE STRUCTURAL

DRAWINGS

PERIMETER ROOF

BEAM - SEE

STRUCTURAL

/4

ROOF FRAMING - SEE

STRUCTURAL DRAWINGS

BEAMS - SEE STRUCTURAL

PLYWOOD CEILING -

SEE REFLECTED

CEILING PLAN

CORNER POSTS -

SEE STRUCTURAL

CONCRETE SLAB -

SEE STRUCTURAL

16'-0"

END WALLS TRUSS

I H

E T

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

T E

S A

R C

H

IT

E C

T S

L L C

C h a n d le r A v e n u e

S u it e

B E

N D

O

R

.3

.9 w

.s te e le

-a rc h .c o m

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

5 4 3 2 1

D

C

B

A

D

C

B

A

5 4 3 2 1

C O

N F

O R

M

C T

O B

E R

/1

/2

:2

:4

P M

A102

AS/STSsho

20145.01

S

IT

E D

E T

A

IL

S

SITE DETAILS

07/19/2021

S

IS

T E

R S

O R

E G

O N

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

A D

M

IN

B L D

G

1/4" = 1'-0"

B2 TRASH ENCLOSURE PLAN 0'

SCALE : 1/8" = 1'-0"

8'4' 24'16' n n

MAGNETIC

NORTH

PROJECT

NORTH

1/4" = 1'-0"

C2 SOUTH ELEVATION TRASH ENCLOSURE

NORTH ELEVATION SIMILAR

1/4" = 1'-0"

D2 END ELEVATION TRASH ENCL.

1/4" = 1'-0"

A3 PICNIC CANOPY PLAN

1/4" = 1'-0"

C3 PICNIC CANOPY REFLECTED CEILING PLAN

1/4" = 1'-0"

D3 PICNIC CANOPY ROOF PLAN

1/4" = 1'-0"

A5 PICNIC CANOPY SIDE ELEVATION

1/4" = 1'-0"

C5 PICNIC CANOPY END ELEVATION

1/4" = 1'-0"

D5 PICNIC CANOPY SECTION

GATE LENGTH

28'-2 3/8"

C1 A103

D1 A103

CARD READER -

SEE SITE PLAN

6" STEEL BOLLARD, 3'-6"

HIGH, 2 REQUIRED -

SEE DETAIL A1/A101

CHAIN LINK

FENCE SYSTEM

PER SITE PLAN

GATE PHYSICAL

TRAVEL STOP

FREE EXIT

LOOP

DETECTOR

6" SAFETY

BOLLARD, 3'-6"

FIRE DEPARTMENT

KEY BOX

CURB/EDGE OF

PAVING - SEE

SITE PLAN

SLIDING CANTILEVER

GATE

S E C U R E S I D E

P U B L I C S I D E

EDGE OF PAVING

1'-6" PER GATE MFR. - L/2 MIN.

PER GATE MFR. = L + 2'-0"

PER SPEC & CIVIL DTLS.

GATE POSTS AND

CANTILEVER

HARDWARE

VERIFY IN FIELD

24'-0" - PAVED WIDTH

CONCRETE PAD CENTERED UNDER

GATE TRACK w/ SNOW MELT CABLE.

PAD TO BE 30" w xLENGTH OF GATE

TRACK.PROVIDE 2" RIGID

INSULATION UNDER PAD.

GATE PHYSICAL

TRAVEL STOP

CHAIN LINK FENCE

SYSTEM AND LINE POSTS

CONCRETE BASE/PAD. SIZE PER

MFR. WRITTEN INSTRUCTIONS

SAFETY BOLLARDS - SEE A1/A101

GATE OPERATOR W/ COLD

WEATHER PACKAGE INSTALL PER

MFR. WRITTEN INSTRUCTIONS

" P E

R C

A R

D

D

IM

R E

A D

E R

M F

R

PAINTED DIRECTIONAL

ARROWS

L/2 MINIMUM

PER GATE MFR.

NOTE: SAFETY

BOLLARDS NOT

SHOWN FOR

CLARITY

GATE POSTS

WITH CANITLEVER

GATE HARDWARE

GATE FRAME AND

BRACING BY GATE MFR.

GATE OPERATOR, REF.

TECHNOLOGY DRAWINGS 1/T501

DRIVE RAIL

CONCRETE BASE -

SIZED PER MFR

REQUIREMENTS

CONCRETE PAD UNDER

GATE TRACK - SEE B3/A103

D1 A103

GATE POSTS w/

CANTILEVER

HARDWARE

1'-0"

GATE OPERATOR ON

CONCRETE BASE,

REF. TECHNOLOGY

DRAWINGS 1/T501

SAFETY BOLLARD -

SEE B1/A11

CONCRETE PAD

CENTERED UNDER

GATE w/ SNOW MELT

CABLE - SEE B3/A103

PAVING - SEE CIVIL

DRAWINGS

1'-3" 1'-3"

LC

A103C1

2'-0"

1'-6"

DOOR CLOSER

DOOR POSITION SWITCH

2"x4"x3/8" TS DOOR SUPPORT FRAME w/

ANGLE STOPS

2-7/8" O.D. GATE

POST

EGRESS HARDWARE

ON SECURE SIDE

1/4" GLAV. PLATE

STEEL WELDED

TO DOOR.

HM FULL LITE DOOR

FOR EXTERIOR USE

1-5/8" O.D. TOP RAIL

2-7/8" GATE POST

2-3/8" O.D. LINE POST

ELECTRICAL LOCK /

ACCESS CONTROL,

REF. TECHNOLOGY

DRAWINGS 1/T501

1'-9"

PERSONNEL GATE

CARD READER WHERE

SHOWN ON SITE PLAN

5"x5"x3/16" TS

POST. PAINT PS1

FINISH GRADE

1" PVC CONDUIT

TO ACCESS PANEL

& CARD READER

PERFORATED GALV. METAL

PANEL w/ 1/2" STAGGERED

HOLES @ 1" O.C.

NOTE: GATE TO INCLUDE

PANIC HARDWARE, DOOR

CLOSER AND ELECTRIC STRIKE

2-7/8" O.D. CORNER

POST w/ STRETCHER

BAR, TYP.

CORNER POSTS

AND GATE POSTS

BRACE POSTS LINE POSTS

3/8" ROD w/ TURNBUCKLE

1-5/8" BOTTOM RAIL

1'-6" MIN. DIA.

CONCRETE FOOTING

FINISH GRADE

1'-0" MIN. DIA.

CONCRETE FOOTING

PRESSED STEEL RAIL

END AND BRACE BAND

GALVANIZED TENSION

WIRE WHERE FENCE

FABRIC IS BURIED

2-3/8" O.D. BRACE POSTS

1-5/8" O.D. TOP RAIL

9 GA. 2" MESH

CHAIN LINK FABRIC

PRIVACY SLATS -

COLOR AS

SELECTED BY

CONTRACTING

OFFICER

4'-2 1/2"

/4

4'-2 1/2"

/2

1'-6"

LINE OF ROOF ABOVE

LINE OF ROOF PURLIN

AND BEAM ABOVE

70°

LIGHT FIXTURE -

SEE ELECTRICAL

DRAWINGS

C3 A103

A105

B4

DISPLAY

BOARD

O.F./O.I.

(DASHED)

DISPLAY

BOARD

O.F./O.I.

(DASHED)

ROOF ASSEMBLY - SEE

DETAIL A4/A103

4x6 CEDAR PURLINS (TYP.

OF 3), FASTEN TO BEAMS

w/ 1/4"x6" SDS SCREWS IN

"TOE-NAIL"

CONFIGURATION

8x12 CEDAR #1 BEAM w/ CHAMFER AT

ENDS

6x6 CEDAR #1 POSTS

2x6x4'-9" CEDAR SLATS SPACED w/ 3-1/2"

CLEAR BTWN SLATS.

ATTACH TO FACE OF

POSTS.

LIGHT FIXTURE - SEE

ELECTRICAL

DRAWINGS

C3 A103

A103

D3

KIOSK, C.F.C.I.

DRIP EDGE FLASHING

ROOF ASSEMBLY PER

DETAIL __ / ____

SHEET METAL DRIP EDGE

4x6 CEDAR PURLINS

8x12 CEDAR #1 BEAM, CHAMFER ENDS

LIGHT FIXTURE - SEE

ELECTRICAL DRAWINGS

6x6 CEDAR #1 POSTS

CEDAR SLATS - SEE

DETAIL __/____

A103

A4

A103

D3

KIOSK, C.F.C.I.

EAVE SHINGLE

DRIP FLASHING

w/ CONT. CLEAT

CONT. 2x4 CEDAR BLOCKING

FLUSH WITH FACE OF

PURLINS. RIP TO 3" HIGH

4x6 CEDAR PURLINS

CENTERED ON POST

8x12 CEDAR #1 BEAM

LIGHT FIXTURE - SEE

ELECTRICAL DRAWINGS

6x6 CEDAR #1 POSTS -

SEE KIOSK PLAN

2x6 T&G CEDAR DECKING

ASPHALT SHINGLES TO MATCH

MAIN BUILDING. OVER FULL-

FIELD ICE & WATER SHIELD

UNDERLAYMENT

1/4"x 4" SCREWS IN "TOE-NAIL"

CONFIGURATION - 2 ON EACH SIDE

6x6 CEDAR #1 POST -

ANCHOR TO FOOTING

AS SHOWN

POST-BASE - 3/8"

THICK BEARING PLATE

w/ 3/16" THICK PLATE BENT TO "U" SHAPE w/

16" EMBEDDED INTO

FOOTING. SECURE TO

POST w/ (3) 1/2" DIA.

307 BOLTS

SLOPE TOP 1-1/2"

CONDUIT WHERE IT OCCURS

1/2" EXPANSION JOINT FILLER

(4) #4 BARS, VERTICAL

#3 TIES AT 8" O.C.

N .T

.S

.5

C L R

1'-6"

4'-10" 4'-2"

/2

/2 "6

9'-0"

/2

Sisters

RANGER STATION

DESCHUTES

National Forest

8"

4"

/2

R-10" @ LOWER

TOP CORNER

3-1/2" THICK CEDAR

SIGN PANEL EACH

SIDE. PAINT TOP

SECTION PS2 AND

BOTTOM SECTION PS3

R=12" @ BOTTOM

CORNERS, TYP.

CARVED 8" HIGH

LETTERS, FONT PER

FOREST SERVICE NF

LOGOTYPE 10, PAINT

PS2

R=7" @ UPPER

TOP CORNER

CARVED 8" HIGH LETTERS, FONT:

ASA SERIES HIGHWAY GOTHIC,

PAINT PS3 @ TOP SECTION AND

PS2 @ BOTTOM SECTION

REUSE EXISTING

MOUNTING POSTS

EXISTING MASONRY

BASE TO REMAIN

PROVIDE ALUMINUM

FOREST SERVICE

SHIELD SIGNS, BOTH

SIDES.

DOUBLE SIDED SIGN

PROVIDE ALUMINUM

ADDRESS SIGN PER

FOREST SERVICE

STANDARD, BOTH

SIDES.

I H

E T

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

T E

S A

R C

H

IT

E C

T S

L L C

C h a n d le r A v e n u e

S u it e

B E

N D

O

R

.3

.9 w

.s te e le

-a rc h .c o m

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

5 4 3 2 1

D

C

B

A

D

C

B

A

5 4 3 2 1

C O

N F

O R

M

C T

O B

E R

/1

/2

:2

:4

P M

A103

AS/STSsho

20145.01

S

IT

E D

E T

A

IL

S

SITE DETAILS

07/19/2021

S

IS

T E

R S

O R

E G

O N

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

A D

M

IN

B L D

G

1/4" = 1'-0"

B2 SITE PLAN - SLIDING GATE

1/4" = 1'-0"

C1 SLIDING GATE OPERATOR ELEVATION

1/4" = 1'-0"

D1 SLIDING GATE OPERATOR SECTION

1/4" = 1'-0"

C2 PEDESTRIAN GATE W/ ACCESS CONTROL

1/4" = 1'-0"

D2 CHAIN LINK FENCE

1/4" = 1'-0"

A3 KIOSK - PLAN

1/4" = 1'-0"

B3 KIOSK - ELEVATION

1/4" = 1'-0"

C3 KIOSK - SECTION

3/4" = 1'-0"

A4 KIOSK - EAVE

1" = 1'-0"

D3 KIOSK POST BASE

1/4" = 1'-0" B4 Agency Sign

N

P A

RK

IN

G

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

T V

WM

WM

W S

WM

W S

T

S

CO

S

CO

S

CO

CO

S

C O

S

S

CO

CO

CO

CO

CO

E L

I RR

NO PARKING

NO PARKING

STORAGE BUILDING

(UNDER SEPARATE

PERMIT)

PRO

PO

SED BUILDING

13,244 SF

S A N

TIA

M H

IG

H W

A Y

N O

R T

H P

IN

E

S T

R E

E T

W. MAIN

STREET

W. ADAMS

STREET

A

B

B

SLIDING GATE #2

SLIDING GATE #1

CHAIN LINK

FENCE DETAIL

'-0

EXISTING BUILDING

NEW BUILDING

NEW FENCE

PROPERTY LINE

ACCESSIBLE PATH TO

PUBLIC R.O.W.

LANDSCAPE AREA

PREVIOUS WORK UNDER

SEPRATE PERMIT

PHASE 2 WORK UNDER

THIS PERMIT - SEE CIVIL

DRAWINGS FOR EXTENT

PHASE 3 WORK UNDER

THIS PERMIT - SEE CIVIL

DRAWINGS FOR EXTENT

I H

E T

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

T E

S A

R C

H

IT

E C

T S

L L C

C h a n d le r A v e n u e

S u it e

B E

N D

O

R

.3

.9 w

.s te e le

-a rc h .c o m

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

5 4 3 2 1

D

C

B

A

D

C

B

A

5 4 3 2 1

C O

N F

O R

M

C T

O B

E R

/1

/2

:2

:5

P M

A104

AS/STSdkb

20145.01

S

IT

E S

IG

N

A G

E P

L A

N

SITE SIGNAGE PLAN

09/27/21

S

IS

T E

R S

O R

E G

O N

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

A D

M

IN

B L D

G

1" = 50'-0"

D5 SITE PLAN

1 EXISTING FIRE LEVEL CONDITION SIGN TO BE REMOVED AND RELOCATED.

2 EXISTING SMOKEY BEAR SIGN TO BE REMOVED AND RELOCATED.

3 INSTALL EXISTING FIRE LEVEL CONDITION SIGN IN THIS LOCATION.

4 INSTALL EXISTING SMOKEY BEAR SIGN IN THIS LOCATION.

5 REMOVE EXISTING RANGER DISTRICT AGENCY SIGN, PRESERVE EXISTING

MASONRY BASE AND SUPPORT POSTS. INSTALL NEW AGENCY SIGN PER

DETAIL B4/A103.

6 INFORMATION KIOSK, SEE DETAIL A3/A103.

7 INTERPRETIVE AREA INFORMATION SIGNS, 4 TOTAL.

8 'NO SMOKING' SIGN, SEE DETAIL B1/A101

9 ACCESS AISLE SIGNAGE, SEE DETAIL C3&D3/A101

10 VAN ACCESSIBLE PARKING SIGN, D2/A101

11 ABA PARKING SIGNAGE, SEE DETAIL C2/A101

12 STOP SIGN, R1-1

13 SMALL PLANT IDENTIFICATION SIGNS

GENERAL NOTES:

0' 50'25' 150'100'

SCALE : 1" = 50'-0"

n

KEYED NOTES:

A. SEE SHEET A001 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS.

B. SEE TITLE SHEET FOR DRAWING INDEX.

C. DO NOT SCALE DRAWINGS.

D. REFER TO SHEETS A101, A102 & A103 FOR SITE RELATED DETAILS

E. CONTRACTOR / SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

CONDITIONS BEFORE BEGINNING WORK, AND SHALL REPORT TO THE

CONTRACTING OFFICER ANY ERRORS, INCONSISTENCIES OR OMISSIONS

BEFORE BEGINNING WORK. SEE GENERAL NOTES AND SPECIFICATIONS.

F. CONTRACTOR SHALL REVIEW AND COMPLY WITH THE REQUIREMENTS OF

CHAPTER 33 OF THE OREGON STRUCTURAL SPECIALTY CODE,

"SAFEGUARDS DURING CONSTRUCTION' PRIOR TO COMMENCING ANY

CONSTRUCTION ACTIVITIES.

G. ALL SIGNAGE UNDER SEPARATE PERMIT

H. REFER TO CIVIL DRAWINGS FOR HORIZONTAL CONTROL INFORMATION,

DRAINAGE, SLAB AND PAVING ELEVATIONS.

I. REFER TO STRUCTURAL DRAWINGS FOR FOUNDATION AND SLAB DESIGN.

J. REFER TO ELECTRICAL & LANDSCAPE DRAWINGS FOR ADDITIONAL SITE

INFORMATION.

K. FOLLOW ALL RECOMMENDATIONS AND REQUIREMENTS OF THE

GEOTECHNICAL INVESTIGATION UNLESS MORE STRINGENT

REQUIREMENTS APPEAR IN THE CONTRACT DOCUMENTS AND

SPECIFICATIONS.

L. LIMITS OF WORK: THE CONTRACTOR SHALL CONFINE OPERATIONS AT THE

SITE TO AREAS PERMITTED BY LAW, ORDINANCES, PERMITS AND THE

CONTRACT DOCUMENTS. CONTRACTOR SHALL NOT UNREASONABLY

ENCUMBER THE SITE WITH MATERIALS AND/ OR EQUIPMENT.

M. STAGING AREA: THE CONTRACTOR AND SUBCONTRACTORS SHALL LIMIT

STORAGE OF MATERIALS AND LOCATIONS OF PORTABLE FIELD OFFICES AS

APPROVED BY THE CONTRACTING OFFICER.

N. GENERAL CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE OR DISRUPT

EXISTING UTILITIES WHILE EXCAVATING, GRADING OR DIGGING DURING

CONSTRUCTION. CONFIRM LOCATION OF EXISTING UTILITIES OF ADJACENT

PROPERTIES BEFORE YOU DIG.

K. UNLESS NOTED OTHERWISE, SIDEWALKS AND RAMPS SHALL BE

CONSTRUCTED TO THE FOLLOWING REQUIREMENTS:

a. MAXIMUM CROSS SLOPE OF SIDEWALKS: 1:50

b. MAXIMUM SLOPE OF SIDEWALKS: 1:20

c. MAXIMUM SLOPE OF RAMPS: 1:12

d. MAXIMUM SLOPE OF ACCESIBLE PARKING STALLS 2% IN ANY

DIRECTION

L. PRIOR TO CONTRACTOR REQUESTING A BUILDING DEPARTMENT

FOUNDATION INSPECTION, THE SOILS CONTRACTING OFFICER SHALL

ADVISE THE BUILDING OFFICIAL IN WRITING THAT:

a. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE

SOILS REPORT.

b. THE UTILITY TRENCHES HAVE BEEN BACK FILLED AND COMPACTED.

c. THE FOUNDATION EXCAVATIONS COMPLETE THE INTENT OF THE

SOILS REPORT.

M. PRIOR TO START OF WORK, THE CONTRACTOR SHALL COORDINATE WITH

EACH RESPECTIVE GOVERNING AUTHORITY IN VERIFYING THE LOCATION

(INVERT ELEVATIONS, HORIZONTAL CONTROLS, EASEMENTS) OF EXISTING

SANITARY AND STORM SEWERS, WATER, NATURAL GAS, ELECTRICAL,

FIBER OPTIC, TELEPHONE, OVERHEAD POWER LINES AND UTILITY

SYSTEMS BOTH ONSITE AND OFFSITE. THE CONTRACTOR SHALL

CAREFULLY COMPARE THE DOCUMENTS, NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY IF THE CONTRACTOR BELIEVES THAT A CONFLICT

WILL IMPACT THE CONTRACT PRICE AND/ OR THE CRITICAL PATH OF THE

CONSTRUCTION SCHEDULE. THE CONTRACTOR SHALL PROVIDE THE

FOLLOWING:

a. PRELIMINARY ADDITIONAL COST.

b. PRELIMINARY ADDITIONAL CALENDAR DAYS NEEDED.

c. DETERMINE IF A RECOVERY SCHEDULE CAN BE INSTALLED.

N. EMERGENCY VEHICLE ACCESS: THE CONTRACTOR SHALL MAINTAIN FIRE

TRUCK ACCESS TO THE EXISTING BUILDINGS THROUGHOUT THE

CONSTRUCTION PROCESS.

LEGEND:

UP A200B

A200

A200

A200

D5

B

C5

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

A A300

A A300

E A300

E A300

FIRE

READY RM

BREAK RM

DISTRICT

RANGER

OFFICE121

ELEC RM

GENERAL

OFFICE

WOMEN'S

RESTRM.

MEN'S

RESTRM.

JANITOR

FOCUS RM

OFFICE

SM MTG./

OPS ROOM

SMALL

MEETING 102A

STOR

LARGE

MEETING

LOBBY/WAITING

R E

C E

P T

IO

N107

I.T.113

HUDDLE/LAB

LEI OFFICE

PUBLIC

R.R.

PUBLIC

R.R.

GENERAL

OFFICE

HUDDLE

SMALL

MEETING

HUDDLE

RM

GENERAL

OFFICE

CORRIDOR

CORRIDOR

13'-7" 31'-0" 29'-9" 31'-0" 30'-8" 40'-11 3/4" 8'-7 1/4" 15'-0"

200'-7"

RESTROOM

RESTROOM

100A

ENTRY

VESTIBULE

A

F

IR

E R

IS

E

R

B A300

B A300

C A300

C A300

MEZZ ACCESS

HATCH + LADDER -

SEE C2/A540

LINE OF ROOF

ABOVE

C L

R

DISPLAY

WALL

D1 A310

D2 A310

A400

C4

A400

D1

A400

D2

A4101

A410

A414

9 1

ADMIN

OFFICE

134A

VEST.

C

B

K

B B

C C

128A

127A

118A119A

125A

121A 117

102D

134A

107A

105A

104A

D4 A310

D3 A310

D A300

D A300

D1 A311

A412 1

A400

C5

A400

C3

CORRIDOR

COPY /

MAIL

5'-0"

A414 1

A410 1

K A301

K A301

H A301

/4

/4

/2

/4

A531

A2

A531

B2

CONDENSING UNIT - SEE

MECHANICAL DRAWINGS

K K

D CCDC

K A A

C2 A520

BRACE

@ ROOF

10'-0"

C D CCDC

6L

6L6B

6L

6J 6J

6L

6L

6L

6L 6J

6J

6J

6J

6J

6L 6L

6J

6L

6J

A580

C3

A580

B1

A580

C1

1'-6"

J A301

3'-10" 3'-5" 4'-11"

11'-1 1/4"

6E

6E 6E

A531

C3

A530

B5

A400

D3

A411

CORRIDOR

A413

WEST

VESTIBULE

B

KA

6C

115 111

112 108

C.R.

B

K

K

A

C D D C

L A301

6K

6E

6L

6E

6L

6E

6E 6E

6E

6E

6E 6E

FILE ROOM

/4

A580

A3

F.E.

F .E

F.E.

F .E

15'-8 1/4" 5'-10"

A201A

120124

CLEARSTORY RELITES

A531

A1

OUTSIDE CORNER

@MASONRY VENEER

INSIDE

CORNER

@ SIDING

OUTSIDE

CORNER

@ SIDING

A531

B1

INSIDE

CORNER

@MASONRY

VENEER

A531

C1

18'-2 5/8"

VERIFY

4'-7"

4'-4" 5'-6" 2'-3" 7'-0" 2'-10" 7'-0" 2'-3" 5'-6" 4'-3 3/4"5'-2" 5'-6" 1'-4" 7'-0" 1'-4" 5'-6" 5'-2"5'-2" 5'-6" 1'-4" 7'-0" 1'-4" 5'-6" 5'-2"

40'-11 3/4" 5'-2" 5'-6" 1'-4" 7'-0" 1'-4" 5'-6" 5'-2" 5'-2" 5'-6" 1'-4" 7'-0" 1'-4" 5'-6" 5'-2"

DN

D N

DN

D N 1/8" / 12"

/4

1/8" / 12"

/8

R1 R1 R1 R1R1

FIELD TESTFIELD TEST

F

IE

L D

T E

S T

F

IE

L D

T E

S T

102C

C L R

102B5"

1'-6" MIN.

102A

1/8" / 12"

/8

1/8" / 12"

5'-0"

5'-0"

4'-0 7/8" 6'-0" 6'-0" 6'-0" 6'-0"

E E E E

CD

A1 A201

A2 A201

100100A

IJ

J I

6B

6B

/2

G

H

F

G

G

H

MIN.

1'-6"

2'-4 7/8"

C.J.

OPTION #2

SEE 01 23 00

TYP.

103A

101A103

CLR.

3'-0"

'6

M

IN

'6

M

IN

I H

E T

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

T E

S A

R C

H

IT

E C

T S

L L C

C h a n d le r A v e n u e

S u it e

B E

N D

O

R

.3

.9 w

.s te e le

-a rc h .c o m

JOB NO.

DATE

DRAWN BY CHECKED BY

SHEET NO.

5 4 3 2 1

D

C

B

A

D

C

B

A

5 4 3 2 1

C O

N F

O R

M

C T

O B

E R

/1

/2

:2

:0

P M

A112

AS/STSjm/sho

20145.01

F L O

R

P

L A

N

FLOOR PLAN

07/19/2021

S

IS

T E

R S

O R

E G

O N

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

A D

M

IN

B L D

G

0'

SCALE : 1/8" = 1'-0"

8'4' 24'16'

1/8" = 1'-0"

1 FLOOR PLAN

n

GENERAL NOTES:

A. SEE SHEET A001 FOR PROJECT GENERAL NOTES.

B. REFER TO CIVIL AND ELECTRICAL SITE PLAN DRAWINGS.

C. REFER TO SECTION 09 91 23 FOR ITEMS TO BE PAINTED, AND FOR ITEMS THAT

ARE NOT TO RECEIVE FIELD APPLIED PAINT FINISHES.

D. ALL INTERIOR WALLS TO BE SATIN GLOSS PAINT OVER LEVEL 4 GYPSUM BOARD

FINISH, UNLESS OTHERWISE NOTED.

E. ALL DOOR FRAMES TO BE PAINTED P2, GLOSS FINISH. SEE FINISH SCHEDULE.

F. REFER TO SHEET A601 DOOR SCHEDULE AND SPECIFICATION SECTION 08 71 00

FOR HARDWARE REQUIREMENTS, COLOR AND FINISH.

G. REFER TO INTERIOR ELEVATION SHEETS FOR EXTENT OF MATERIALS CALLED

OUT FOR EACH WALL ON THE ROOM FINISH SCHEDULE.

H. SEE WALL TYPES ON SHEET A010 FOR TYPICAL WALL, CEILING, & ROOF

CONSTRUCTION ASSEMBLIES. ALL INTERIOR WALLS, BEARING AND NON-

BEARING, ARE FULL HEIGHT TO UNDERSIDE OF STRUCTURE UNLESS NOTED

OTHERWISE.

I. SEE FLOOR PLANS AND BUILDING SECTIONS FOR LOCATION OF DETAILS FOR

TYPICAL FLOOR-TO-FOUNDATION, FLOOR-TO-WALL, WALL-TO-ROOF

ASSEMBLIES AND HEADER, SILL AND SOFFIT CONSTRUCTION.

J. REFER TO STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.

K. REFER TO SPECIFICATIONS.

L. CENTER DISSIMILAR FLOOR FINISH JOINTS UNDER CENTER LINE OF DOORS.

M. CONTRACTOR SHALL PROVIDE CONTINUOUS HORIZONTAL BLOCKING AS

REQUIRED AT ALL WALL MOUNTED LAVATORIES, DRINKING FOUNTAINS,

CASEWORK, MIRRORS, ETC. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS,

MECHANICAL DRAWINGS, AND SPECIFICATION SECTION 06 10 00.

a. CONTRACTING OFFICER AND ARCHITECT WILL INSPECT ALL LOCATIONS

INDICATED, OR REQUIRED, TO HAVE BLOCKING/BACKING INSTALLED

PRIOR TO COVERING FRAMING. NOTIFY CONTRACTING OFFICER AND

ARCHITECT NOT LESS THAN 4 WORKING DAYS PRIOR TO COVERING

FRAMING.

N. SEE SHEET A560 FOR FINISH DETAILS.

O. SEE ROOM FINISH SCHEDULE ON SHEET A621.

P. REFER TO ABA REQUIREMENTS SHEETS G002 & G003 FOR TYPICAL MOUNTING

HEIGHTS OF ACCESSIBLE WALL-MOUNTED ACCESSORIES AND EQUIPMENT.

Q. CONTRACTOR TO VERIFY ALL ABA CLEARANCES.

17 WALL MOUNTED FLAT-SCREEN TELEVISION, SEE ELECTRICAL DRAWINGS AND 11

30 13.

18 METAL LOCKERS. SEE 10 51 00.

19 PREFINISHED DOWNSPOUT W/ INTEGRATED HEAT TAPE. CONNECT TO GUTTER

AND STORM SEWER. SEE PLUMBING AND CIVIL DRAWINGS.

20 RECYCLING CONTAINERS, OF/OI

21 ACCESSIBLE LOCKER ROOM BENCH. SEE 10 51 00.

22 HI-LO DRINKING FOUNTAIN WITH BOTTLE FILLER, SEE MOUNTING HEIGHT

REQUIREMENTS ON C2/G002 - SEE PLUMBING PLAN ON P101.

23 WALL MOUNTED CHANGING TABLE, SEE ACCESSORY SCHEDULE.

24 HAND DRYER, SEE ELECTRICAL DRAWINGS.

25 FIRE RISER, SEE PLUMBING PLAN ON P101.

26 FREE STANDING SAFE, BY CONTRACTING OFFICER.

27 FURNITURE, CONTRACTING OFFICER FURNISHED/CONTRACTING OFFICER

INSTALLED.

28 24" X 30" ACCESS/INSPECTION PANEL TO UNDERSIDE OF STAIR, REF. SPEC

SECTION 08 31 00.

29 PLASTIC LAMINATE COUNTERTOP, SEE FINISH SCHEDULE AND SECTION 06 40 00.

30 CORNER GUARD

1 FOLDING PARTITION. INSTALL TO MANFUFACTURER'S WRITTEN INSTRUCTIONS.

SEE 10 22 39.

2 MOP SINK. SEE PLUMBING PLAN ON P101.

3 BICYCLE RACK. SEE SPEC SECTION 32 33 13. INSTALL TO MANUFACTURER'S

WRITTEN INSTRUCTIONS.

4 SITE BENCH. INSTALL PER MANUFACTURER'S WRITTEN INSTRUCTIONS. SEE

SPEC SECTION 12 93 13.

5 WALK-OFF GRATING. SEE DETAIL A3/A560 AND SPECIFICATION SECTION 05 50 00.

6 CAST-IN-PLACE SLAB-ON-GRADE, 4" THICK. SLOPE AWAY FROM BUILDING 5%,

MAXIMUM, ALONG ACCESSIBLE PATH OF TRAVEL. SEE CIVIL PLANS ON C20.1.

7 CAST-IN-PLACE SLAB-ON-GRADE, 4" THICK. SLOPE AWAY FROM BUILDING 1-1/2%,

MAXIMUM, AT LANDINGS. SEE CIVIL PLANS ON C20.1.

8 COPY MACHINE, CONTRACTING OFFICER FURNISHED/CONTRACTING OFFICER

INSTALLED.

9 LATERAL FILE CABINETS, CONTRACTING OFFICER FURNISHED/CONTRACTING

OFFICER INSTALLED.

10 6X6 STRUCTURAL POST - SEE STRUCTURAL FOUNDATION PLAN ON S101.

11 10X10 STRUCTURAL POST - SEE STRUCTURAL FOUNDATION PLAN ON S101.

12 PRINTER/PLOTTER MACHINE, CONTRACTING OFFICER FURNISHED/CONTRACTING

OFFICER INSTALLED.

13 MECHANICAL EQUIPMENT, SEE MECHANICAL PLANS ON M201 & M202.

14 ACCESSIBLE RAMP W/ NON-SLIP FINISH AND GUARDRAILS. SEE CIVIL PLANS ON

C20.1.

15 ABA AUTOMATIC DOOR OPENER. SEE 08 71 00.

16 CARD READER - SEE ELECTRICAL/TECHNOLOGY PLAN ON T101.

KEYED NOTES:

n

MAGNETIC

NORTH

PROJECT

NORTH

R. REFER TO FLOOR FINISH PLANS FOR LOCATION OF DETAILS FOR TRANSITIONS

AND THRESHOLDS.

S. ELECTRICAL PANELS, TRANSFORMERS, AIR HANDLING UNITS, AND DUCTWORK

SHOWN FOR CONTRACTOR CONVENIENCE. SEE ELECTRICAL AND MECHANICAL

DRAWINGS FOR SPECIFIC SIZES, CLEARANCES AND LOCATIONS.

T. REFER TO REFLECTED CEILING PLANS FOR CEILING MOUNTED…