Drawings.pdf

IH

ET

T C

CRADER

I G

TS

R E

E

SCOTT T. STEELE

G

OOF

ER

A

ET

NOT

S

BEND, OREGON

Contact:

Phone:

Email:

Architect Steele Associates Architects, LLC

Adam Stephen

(541) 508-7518 astephen@steele-arch.com

1567 SW Chandler Suite 203 Bend, OR 97702

Contact:

Phone:

Email:

Client United States Forest Service

C.O.R. Chad Houchin

(541) 383-5546 chad.houchin@usda.gov

201 Pine Street P.O. Box 246 Sisters, OR 97759

Contact:

Phone:

Email:

Civil Engineer Hickman Williams & Associates

Grant Hardgrave

(541) 389-9351 granth@hwa-inc.org

62930 O.B. Riley Road Suite 100 Bend, OR 97703

Contact:

Phone:

Email:

Landscape Architect JBattleson Design

Jay Battleson

(541) 668-0745 jbattleson@jbattlesondesign.com

2122 NW 5th Street Bend, OR 97703

Contact:

Phone:

Email:

Structural Engineer Froelich Consulting Engineers

Michael Peterson

(541) 550-5374 mpeterson@froelich-engineers.com

745 NW Mt. Washington Dr. Suite 205 Bend, OR 97703

Contact:

Phone:

Email:

Mechanical Engineer Interface Engineering, Inc.

Jim McClelland

(503) 382-2266 jimm@interfaceeng.com

708 SW Third Ave. Suite 400 Portland, OR 97204

Contact:

Phone:

Email:

Electrical Engineer Interface Engineering, Inc.

Mark O'leary

(503) 382-2266 marko@interfaceeng.com

708 SW Third Ave. Suite 400 Portland, OR 97204

PEGGY KRICKHAHN Digitally signed by PEGGY KRICKHAHN Date: 2022.03.11 16:08:28 -08'00'

IAN REID Digitally signed by IAN REID Date: 2022.03.14 09:56:02 -07'00'

HOLLY JEWKES Digitally signed by HOLLY JEWKES Date: 2022.03.14 10:49:57 -07'00'

Aaron Carpenter Digitally signed by Aaron Carpenter Date: 2022.03.30 19:02:22 -05'00'

Amy Thomas Digitally signed by Amy Thomas Date: 2022.03.31 09:23:06 -07'00'

60" MIN

M

IN

M

IN

60" MIN

CLCL

ACCESSIBLE TOILET COMPARTMENT CLEARANCES AND MOUNTING

HEIGHTS

890-940

35"-37"

M

IN

M

IN

AMBULATORY

ACCESSIBLE TOILET

COMPARTMENT

CL

405-455

16"-18"

(A)

ACCESSIBLE

WATER CLOSET

460-485 17"-19"

(B)

AMBULATORY

ACCESSIBLE

WATER CLOSET

8" MIN

PARTITION

9" M

IN

8" MIN

PARTITION

M

IN

(A)

ELEVATION

ADULT

(B)

ELEVATION

CHILDREN

6" MIN

6" M

IN

(C)

PLAN

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT TOE CLEARANCE

60" MIN.

36" MIN.

18"

M A

X

M

IN

CL

TOILET

PAPER

DISPENSER

7" -9

4" M

A X

32" MIN.

4" MAX.

ALTERNATE

DOOR LOCATION

WHEEL CHAIR ACCESSIBLE

TOILET STALL PLAN VIEW

M

IN

60" MIN

M

IN

60" MIN

SIZE OF WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT

(A)

ADULT WALL HUNG WATER

CLOSET

(B)

ADULT FLOOR MOUNTED

WATER CLOSET AND

CHILDREN'S WATER

CLOSET

0-

0-

18"

36" MIN

CL

DISPENSER

LOCATION

42" MIN305

12" MAX

DISPENSER LOCATION

(BELOW GRAB BAR)

0-

M

IN

0-

0-

WATER CLOSET

FRONT VIEW

WATER CLOSET

SIDE VIEW

MIN.

24"

MIN.

12"

24" MIN

42" MAX

DISPENSER

LOCATION

(RECESSED)

M

IN

WATER CLOSET

SIDE VIEW

M A

X

24" MIN

42" MAX

1/ 2"

M

IN

WATER CLOSET

SIDE VIEW

24" MIN

36" MAX

DISPENSER

LOCATION

(ABOVE GRAB

BAR)

M

IN

36" MAX

9" M

IN

M

IN

M

IN

M A

X

TO REFLECTIVE

SURFACE

MIRROR *PROVIDE PIPE

INSULATION AT

ALL EXPOSED

PIPES.

M A

X

TOE

CLEARANC

E

8" MIN.

6" MAX

FIXTURE DEPTH

17" MIN.

LAVATORY SIDE VIEW DASHED LINE

INDICATED DIMENSIONAL CLEARANCE OF

UNDER FIXTURE ENCLOSURE, IF REQUIRED.

TO REFLECTIVE

SURFACE

MIRROR *PROVIDE PIPE

INSULATION AT

ALL EXPOSED

PIPES.

TOE

CLEARANC

E

7 3/4" MIN.

6" MAX

FIXTURE DEPTH

17" MIN.

CHILDRENS LAVATORY SIDE VIEW DASHED

LINE INDICATED DIMENSIONAL CLEARANCE

OF UNDER FIXTURE ENCLOSURE, IF

REQUIRED.

M

IN

17" MIN.

T O

W A

LL

M

IN

19" MAX

52" MIN.

CL

CLEAR

FLOOR

SPACE

LAVATORY PLAN VIEW

M A

X

T O

O P

E R

A B

LE

P

A R

TS

M A

X

DIAPER

CHANGING

STATION

CONTROLS & OPERATING

MECHANISMS FORWARD REACH

M A

X

IF

I N

S T

A L L E

D W

/O C

A B

IN

E

T O

R S

IN

K

B E

L O

W

M A

X

CL

6" M

IN

5" MAX

15" MIN.

PLAN VIEW

8" MIN. 6" MAX

M

IN

M

IN

T O

S P

O U

T

- 4 3"

17"-19"

NON ABA ELEVATION HEIGHTS

EQUIPMENT

PERMITTED IN SHADED

AREA

8" MIN. 6" MAX

9" M

IN

M

IN

T O

S P

O U

T

M A

X

17"-19"

ABA ELEVATION HEIGHTS

EQUIPMENT

PERMITTED IN SHADED

AREA

DRINKING FOUNTAIN CLEARANCES

8" MIN.

6" MAX

9" M

IN

M

IN

T O

S P

O U

T

M A

X

17"-19"

EQUIPMENT

PERMITTED IN

SHADED AREA

CHILDRENS ELEVATION HEIGHTS

17"-19"

FOR SINGLE

32" CLEAR

M

IN

. 31

M

IN

24" MAX

18" MIN.

M A

X

6" MIN.

6" MAX

RECESSED FOUNTAINS

1. RECESSED FOUNTAINS:

WITHIN ALCOVES MINIMUM 63" WIDE, MINIMUM 18" DEEP WHEN DOUBLE

DRINKING FOUNTAINS ARE REQUIRED AND 32" MIN. CLR. WHEN A SINGLE

FOUNTAIN IS PERMITTED.

A. CONTRACTOR SHALL COORDINATE WITH SIZE OF WATER FOUNTAIN TO

BE USED AND SIZE ALCOVE ACCORDINGLY COMPLYING WITH

REQUIREMENTS AND RECOMMENDATIONS AND COORDINATING WITH THE

CONTRACTING OFFICER.

2. PROJECTED FOUNTAINS:

WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN

BE PROVIDED BY EITHER OF THE FOLLOWING MEANS:

A. THE SURFACE OF THE FLOOR OR GROUND AT THE DRINKING FOUNTAIN

CAN BE OF CONTRASTING COLOR WITH A TEXTURE THAT CONTRASTS IN

RESILIENCY WITH THE ADJACENT FINISHED FLOOR MATERIAL, SO THAT IT

CAN BE SENSED BY A CANE, WITH THE TEXTURE EXTENDING FROM THE

WALL TO ONE FOOT BEYOND THE FRONT EDGE OF THE DRINKING

FOUNTAIN AND ONE FOOT BEYOND EACH SIDE OF THE FOUNTAIN, OR

INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO

B. PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING

FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH.

THERE MUST BE 32" CLEAR BETWEEN THE WING WALLS.

NOTE:

ILLUSTRATIONS SHOWN HERE ARE FOR DIMENSIONAL ACCESSIBILITY PURPOSES ONLY.

A SECOND DRINKING FOUNTAIN SHOULD BE PROVIDED AT A MOUNTING HEIGHT

SUITABLE TO PERSONS WITH LIMITED PHYSICAL BENDING ABILITY, ADJACENT TO THE

ACCESSIBLE FOUNTAIN, MAINTAINING MINIMUM CLEARANCES NOTED AND AS REQUIRED.

PROVIDE TEXTURED AREA OF CONTRASTING COLOR TO IDENTIFY WATER FOUNTAIN

LOCATION AS NOTED. WHEN FOUNTAIN IS AT AN INTERIOR LOCATION, THE TEXTURED

AREA SHALL ALSO BE OF DIFFERENT RESILIENCY THAN THAT OF THE ADJACENT FLOOR

SURFACE FINISH. SEE TYPICAL ACCESSIBILITY NOTES SHEET FOR ADDITIONAL

REQUIREMENTS.

M A

X

M

IN

M A

X

15" MAX

CL

SIDE WALL

CONTROL

END WALL

C

TRANSFER TYP SHOWER

COMPARTMENT CONTROL

LOCATION

BATHTUB CONTROL

LOCATION

SHOWER CONTROL LOCATION

36"

18"

BACK

WALL

SEAT

WALL

CONTROL

WALL

TRANSFER TYPE SHOWER

COMPARTMENT SIZE AND

CLEARANCE W/ GRAB BARS

48" MIN.

M

IN

380-405 15"-16"

2 1/2" MAX

5-

1/

2" M

A X

560-585 22"-23"

3"

M A

X

SEAT

WALL

L-SHAPED RECTANGULAR

COMPARTMEN

T ENTRY

1/ 2"

M A

X

380-405 15"-16"

3"

M A

X

2 1/2" MAX

TRANSFER TYPE SHOWER CLEARANCES L-SHAPED AND RECTANGULAR SHOWER SEATS

4" M

A X

13 1/2" MIN

M A

X

(A)

WALL HUNG TYPE

13 1/2" MIN

M A

X

(B)

STALL TYPE

URINAL

FRONT VIEW

HEIGHT AND DEPTH OF URINALS

M

IN

48" MIN.

CLEAR

FLOOR

SPACE

URINAL

PLAN VIEW

1/2" MAX

DOMINANT DIRECTION OF TRAVEL

LONG DIMENSION

PERPENDICULAR TO DOMINANT

DIRECTION OF TRAVEL

(B)

CHANGE-IN

DIRECTION

(A)

STRAIGHT

A T

L E

A S

T A

S W

ID

E

A S

R A

M P

R U

N

60" MIN

BE 30 INCHES

NOTE: MAX RISE SHALL

60" MIN

60" MIN

M

IN

LANDING RAMP RUN LANDING

LANDING

R A

M P

R U

N

L E

S S

T H

A N

12 MIN EQ.EQ.

12 MIN

12 MIN 12 MIN

1 1/2" MIN

-1

/2

M

IN

TYPICAL HANDRAILS AT STAIRS TYPICAL HANDRAILS AT RAMPS

HORIZONTAL PROJECTIONS

BELOW GRIPPING SURFACE

HANDRAIL CLEARANCE

CURB & RAMP 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 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

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M E

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ACCESSIBILITY

REQUIREMENTS

07/19/2021

S

IS

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N.T.S.

B4 TOILET COMPARTMENT CLEARANCE REQUIREMENTS

N.T.S.

B5

LAVATORY & ACCESSORY

CLEARANCES & HEIGHT

REQUIREMENTS

N.T.S.

C2 ELECTRIC WATER COOLER REQUIREMENTS

GENERAL NOTES:

• REFER TO DOOR HARDWARE SPECIFICATIONS FOR DOOR HARDWARE ABA

REQUIREMENTS AND STANDARDS.

• REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEVICES ABA MOUNTING

HEIGHT REQUIREMENTS.

• REFER TO SITE PLAN FOR ACCESSIBLE ROUTE REQUIREMENTS AND DETAIL

REFERENCES. (NOT APPLICABLE TO ALL PROJECTS.)

• UNLESS NOTED AS "MIN." OR "MAX" DIMENSIONS SHOWN ARE ABSOLUTE.

DIMENSIONS SHOWN HERE SHALL GOVERN THE INSTALLATION OF ALL

ACCESSIBLE FIXTURES AND ACCESSORIES, UNLESS MORE SPECIFIC

DIMENSIONS ARE SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS THAT

ARE WITHIN THE PERMISSIBLE LIMITS SHOWN HERE.

• MOUNTING HEIGHTS OF RESTROOM FIXTURES AND ACCESSORIES. PROVIDE

BACKING AT ALL WALL MOUNTED FIXTURES AND EQUIPMENT.

N.T.S.

C4 SHOWER CLEARANCES & ACCESSORY HEIGHT REQ.

1/4" = 1'-0"

C5 URINAL CLEARANCE REQUIREMENTS

1/4" = 1'-0"

D5 ELONGATED OPENINGS

1/4" = 1'-0"

D4 RAMP LANDINGS

1/4" = 1'-0"

D2 HANDRAIL REQUIREMENTS

REV. DATE DESCRIPTION

M

IN

M A

X

UNOBSTRUCTED REACH

(A)

FORWARD REACH

(B)

SIDE REACH

10" MAX

M

IN

M A

X

20" MAX

M A

X

M A

X

510-635

20"-25" MAX

(A)

FORWARD REACH

(B)

FORWARD REACH

M A

X

10" MAX

M A

X

255-610

>10"-24" MAX

(C)

SIDE REACH

(D)

SIDE REACH

TOE & KNEE CLEARANCE OBSTRUCTED HIGH REACH

8" MIN.

9" M

IN

11" MIN. 635

25" MAX

M

IN

(A)

ELEVATION

(B)

PLAN

≥2 7"

4" MAX

LIMITS OF PROTRUDING OBJECTS

CHILDRENS REACH RANGES

FORWARD OR

SIDE REACH

AGES 3 & 4 AGES 5 - 8 AGES 9 - 12

HIGH (MAXIMUM)

LOW (MINIMUM)

36" (915MM)

20" (510MM)

40" (1015MM)

18" (455MM)

44" (1120MM)

16" (405MM)

M A

X

M A

X

60" MIN

M

IN

MIN

12" 36" MIN

MIN

12"

M

IN

M

IN

A R

M

A R

M

BASE

T-SHAPED TURNING SPACE

60" MIN.

>1 5"

MANEUVERING

CLEARANCE IN AN ALCOVE,

PARALLEL APPROACH

CLEAR FLOOR OR GROUND SPACE

48" MIN.

M

IN

43" MIN.

43" MIN.

<52"

(C)

180 DEGREE TURN

CLEAR WIDTH AT TURN

M A

X

>8 0"

VERTICAL CLEARANCE

30" MIN

M

IN

48" MIN.

M

IN

36" MIN

POSITION OF CLEAR FLOOR OR GROUND SPACE

(A) FORWARD (A) PARALLEL

MANEUVERING CLEARANCE

IN AN ALCOVE,

FORWARD APPROACH

>2

4"

M

IN

36" MIN.

36" MIN.

<52"

(B)

180 DEGREE TURN

(EXCEPTION)

M

IN

42" MIN.

42" MIN.

<52"

(A)

180 DEGREE TURN

M

IN

ø60"

EXISTING BUILDING -

CIRCULAR TURNING

SPACE

INTERNATIONAL

TDD SYMBOL

INTERNATIONAL SYMBOL FOR

ACCESS FOR HEARING IMPAIRED

PROPORTIONS

1. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS-

SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. (SEC. 1117B.5.6.1)

2. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH. (SEC. 1117B5.6.2)

3. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT

VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION

OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. (SEC. 1117B.5.6.3)

4. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT RATIO BETWEEN 1:5 AND 1:10. (SEC. 1117B.5.3)

5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND, EITHER LIGHT

CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

(SEC. 1117B.5.5)

6. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING

DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN

UPPER CASE X. LOWER CASE CHARACTERS ARE PERMITTED. FOR SIGNS SUSPENDED OR

PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE WITH SECTION 1121B, THE MINIMUM

CHARACTER HEIGHT SHALL BE 3". (SEC. 1117B.5.4)

7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE

SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10"

ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A

MINIMUM OF 1/40" ABOVE THE BACKGROUND. (SEC. 1117B.5.2)

LETTERS AND NUMBERS:

SIGN LOCATIONS:

1. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH

DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE

OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF

ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO

PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (SEC. 1117B.5.7 & 1127B.3)

2. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS

SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH

SECTION 1117B.5.6. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH

OUTSIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT

LEAF DOORS, SIGNS SHALL BE PLACE ON THE NEAREST ADJACENT WALL, PREFERABLY ON

THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISH FLOOR TO THE CENTERLINE

OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT THE PERSON MAY

APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR

STANDING WITHIN THE SWING OF A DOOR. (SEC. 1117B.5.9)

3. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED.

4. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE

SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY.

1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES.

2. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD # 595A.

3. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS

MAY BE APPROVED.

INTERNATIONAL SYMBOL

OF ACCESSIBILITY:

1. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL.

2. 0.2 INCH SPACE BETWEEN CELLS.

3. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND.

4. SEE 4/T-4 FOR MORE INFO.

BRAILLE:

VOLUME

CONTROL

M

IN

18" MIN

CENTERED ON

TACTILE CHARACTERS

M

IN

MEN

NOT IN

PICTOGRAM

FIELD

AREA OF

REFUGE

/8

M

IN

/8

M

IN

AREA OF

REFUGE

M

IN

M A

X

DOOR SIGNAGE

6.

1/ 4"

6.

1/ 4"

131/ 2"

BEVELED CHANGE IN LEVEL (A)

CARPET PILE HEIGHT

/2

M

A X

VERTICAL CHANGE IN LEVEL

.4

/4

M A

X

BEVELED CHANGE IN LEVEL (B)

.4

-1

/4

/2

M

IN

18" MIN.

>8

(A)

PULL SIDE (B)

PUSH SIDE

8"

M

IN

12" MIN.

8"

M

IN

(C)

PUSH SIDE, DOOR

PROVIDED WITH BOTH

CLOSER AND LATCH

MANEUVERING CLEARANCES

M

IN

M

IN

M

IN

22" MIN.

M

IN

24" MIN.

(A)

SIDE APPROACH

(B)

FRONT APPROACH

(C)

POCKET APPROACH

(D)

STOP OR LATCH APPROACH

32" MIN.

32" MIN.

32" MIN.

M

IN

M

IN

24" MAX

48" MIN.

24" MAX

M

IN

M

IN

(E)

HINGED DOOR

(F)

SLIDING DOOR

(G)

FOLDING DOOR

(H)

CLEAR WIDTH OF AN

ACCESSIBLE ROUTEMANEUVERING CLEARANCES AT SLIDING, FOLDING DOORS,

DOORWAYS AND CLEAR WIDTH AT DOORWAYS

M

IN

12" MIN.*

22" MIN.

*IF BOTH CLOSER AND LATCH ARE

PROVIDED.

**48" MIN. (1220) IF BOTH CLOSER AND

LATCH PROVIDED.

(A)

HINGE APPROACH,

PUSH SIDE

(B)

LATCH APPROACH,

PULL SIDE

(C)

LATCH APPROACH,

PUSH SIDE

(E)

HINGE

APPROACH, PULL

SIDE

(D)

HINGE APPROACH,

PULL SIDE

*48" MIN. (1220) IF CLOSER

IS PROVIDED

*54" MIN. (1370) IF CLOSER

IS PROVIDED

M

IN

24" MIN.

24" MIN.

M

IN

36" MIN.

M

IN

42" MIN. 13

M

IN

MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS

(F)

FRONT APPROACH,

PULL SIDE

(G)

FRONT APPROACH,

PUSH SIDE

(H)

FRONT APPROACH, PUSH SIDE,

DOOR PROVIDED WITH BOTH

CLOSER AND LATCH

M

IN

12 MIN

M

IN15

M

IN

18 MIN

48" MIN.

(A) (B)

60" MIN 1220

48" MIN.

(C)

DOORS IN SERIES

M

IN

M

IN

DOOR WIDTH

M

IN

12" MIN *

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

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JOB NO.

DATE

DRAWN BY CHECKED BY

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ACCESSIBILITY

REQUIREMENTS

07/19/2021

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N.T.S.

C5 REACH REQUIREMENTS

N.T.S.

B5 CLEAR FLOOR SPACE & HEIGHT REQUIREMENTS

N.T.S.

C2 SIGNS - PICTOGRAMS

6" = 1'-0"

C3 LEVEL CHANGE

GENERAL NOTES:

• REFER TO DOOR HARDWARE SPECIFICATIONS FOR DOOR HARDWARE ABA

REQUIREMENTS AND STANDARDS.

• REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL DEVICES ABA MOUNTING

HEIGHT REQUIREMENTS.

• REFER TO SITE PLAN FOR ACCESSIBLE ROUTE REQUIREMENTS AND DETAIL

REFERENCES. (NOT APPLICABLE TO ALL PROJECTS.)

• UNLESS NOTED AS "MIN." OR "MAX" DIMENSIONS SHOWN ARE ABSOLUTE.

DIMENSIONS SHOWN HERE SHALL GOVERN THE INSTALLATION OF ALL

ACCESSIBLE FIXTURES AND ACCESSORIES, UNLESS MORE SPECIFIC

DIMENSIONS ARE SHOWN ELSEWHERE IN THE CONTRACT DOCUMENTS THAT

ARE WITHIN THE PERMISSIBLE LIMITS SHOWN HERE.

• MOUNTING HEIGHTS OF RESTROOM FIXTURES AND ACCESSORIES. PROVIDE

BACKING AT ALL WALL MOUNTED FIXTURES AND EQUIPMENT.

1/4" = 1'-0"

D5 DOOR AND DOORWAY CLEARANCE REQUIREMENTS

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

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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

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D

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5 4 3 2 1

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20145.01

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CODE SUMMARY

07/19/2021

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Applicable Codes and Guidelines:

2019 Oregon Structural Specialty Code (OSSC) 2019 Oregon Mechanical Specialty Code (OSMC) 2017 Oregon Electrical Specialty Code (OESC) 2017 Oregon Plumbing Specialty Code (OPSC) 2015 Architectural Barriers Act Accessibility Standards (ABA Standards) USDA Built Environment Image Guide (BEIG) Sept. 2001 USDA Sign and Poster Gudielines for the Forest Service Oct. 2013

OSSC Comment:

The following citations are summaries of select sections of the OSSC applicable to this project. The contractor shall refer to the OSSC for additional chapters and sections not replicated in this summary.

Summary:

Occupancy Group – S-1, Moderate Hazard Storage Construction Type – V-B

Chapter 3: OCCUPANCY Section 311 Storage, Group S-1: Moderate Hazard Storage, Storage of non-combustible materials.

Chapter 5: GENERAL BUILDING HEIGHTS AND AREAS Group S-1 Occupancy Type: Fueling and Maintenance Area:

Table 504.4 Allowable Number of Stories Above Grade Plane:

Group S-1; Type V-B; Sprinklered = 2 Allowed/1-Story by Design Table 506.2 Allowable Area:

Group S-1; Type V-B, S-1 = 9,000 SF > 6,328 SF by Design Allowable Area Increase:

506.3 Frontage Increase – Area factor increase shall be determined by 506.3.1 through 506.3.3.

506.3.2 - Equation 5-4 – Minimum Frontage Distance - W=(L1 x W1 + L2 x W2 + L3 x W3…)/F W=(102’ x 30 + 94’ x 30 + 102’ x 30 + 94’ x 30)/392 W= 11,760/392 = 30

506.3.3 - Equation 5-5 - Amount of Increase – If = [F/P – 0.25]W/30 If = [392/392 – 0.25] * 30/30 = 0.75 9,000 + 9,000 * 0.75 = 15,750 SF Total Allowable Area > 6,328 SF - OK

Chapter 6: TYPES OF CONSTRUCTION 602.5: Type V-B construction is that type of construction in which the structural elements, exterior walls and the interior walls are of any material permitted by this code.

From Table 601:

Structural frame 0-hr

Bearing walls Exterior e,f 0-hr Interior 0-hr Roof 0-hr Footnotee Not less than the fire-resistance rating based on fire separation distance (see

Table 602).

Footnotef Not less than the fire-resistance rating as referenced Section 704.10.

Footnotee = Footnotef = exterior walls may be unrated.

From Table 602 – Fire-Resistance Rating for Exterior Walls Based on Fire Sep. Distance Fire Separation Type of Occupancy Distance (ft) Constr. Group S-1 X < 5 V-B 2-hr 5 </= X < 10 V-B 1-hr 10 </= X < 30 V-B 0-hr X ≥ 30 V-B 0-hr

Chapter 7: FIRE-RESISTANT RATED CONSTRUCTION

704.10 Exterior structural members located within the exterior walls…shall be provided with the highest fire resistance rating as determined in accordance with the requirements of Table 601 for Exterior Bearing Walls 705 Exterior Walls

705.3 Buildings on the Same Lot. For the purposes of determining the required wall and opening protection, projections and roof covering requirements, buildings on the same lot shall be assumed to have an imaginary line between them.

705.6 Structural Stability. The wall shall have sufficient structural stability such that it will remain in place for the duration of time indicated by the required fire-resistance rating.

705.8.1 Allowable area of openings.

Exception 1 – In other than Group H occupancies, unlimited unprotected openings are permitted in the first story above grade plane…:

1.2 Where the wall faces an unoccupied space. The unoccupied space shall be on the same lot or dedicated for public use, shall not be less than 30 feet in width and shall have access from a street by a posted fire lane in accordance with the Fire Code

Chapter 8: INTERIOR FINISHES Table 803.9 Interior Wall and Ceiling finish requirements by occupancy:

Group S-1 occupancy – Sprinklered:

Rooms and enclosed spaces C

Chapter 9: FIRE PROTECTION SYSTEMS 906 – [Oregon Fire Code] - Portable Fire extinguishers:

Shall be provided in occupancies and locations as required by the Oregon Fire Code, 906.1 Where required:

906.1.1 In new Group S-1 occupancies

906.2 Portable fire extinguishers shall be selected, installed and maintained in accordance with Section

906.2 and NFPA 10.

906.3 Size and distribution of portable fire extinguishers shall be in accordance with Section 906.3.3 for Class C fire hazards.

Table 903.6(2), Moderate Hazard:

Minimum Rating - 10-B Maximum travel distance to Extinguishers - 30 feet

907 – Fire Alarm & Detection Systems:

907.2. Not required.

914.2 Fire Protection equipment shall be identified in an approved manner. Rooms containing fire protection components shall be identified for use by the Fire Department.

Chapter 10: MEANS OF EGRESS 1004 – Occupant Load:

From table 1004.5 Storage, Mechanical equipment – 1/300sf (gr)

1010 – Doors

1010.1 Means of egress doors shall meet the requirements of this section and Section 1022.2.

1010.1.1.1 Projections into clear width. There shall not be projections into the required clear width lower than 34 inches above the floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the floor or ground shall not exceed 4 inches.

1010.1.2 Egress doors shall be of the side-hinged type.

1010.1.3 The opening force for interior side-swing doors without closers shall not exceed a 5 lb force. For other side-swing, sliding and folding doors, the door latch shall release when subjected to a 15 lb force. (1102.1.2.5 – Exterior doors shall be set in motion with the application of 8.5 pounds of force) These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door in a closed position. The door latch shall release when subjected to a 15-pound force. The door shall be set in motion when subjected to a 30 lb force. The door shall swing to a full-open position when subjected to a 15 lb force.

1010.1.3.1 Forces shall be applied to the latch side of the door.

1010.1.5 Level landings are required on both sides of all doors. Such floor or landing shall be at the same elevations on each side of the door. Exterior landings may slope 0.25:12 (2%).

1005.1.6 Landings at doors. Landings shall have a width not less than the width of the stairway or the door, whichever is greater. Doors in the fully open position shall not reduce a required dimension by more than 7 inches. When a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing to less than one-half its required width. Landings shall have a length measured in the direction of travel of not less than 44 inches.

1010.1.7 Thresholds. Thresholds at doorways shall not exceed… 1/2- inch in height above the finished floor. Raised thresholds and floor level changes greater than 0.25 inch at doorways shall be beveled with a slope not greater than one-unit vertical in 2 units horizontal.

1013 – Exit Signs

1013.1 - Exits and exit access doorways shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or path of egress travel is not immediately visible to occupants.

CODE SUMMARY

Chapter 11: ACCESSIBILITY

1102 - Compliance:

1102.1 – Buildings and facilities shall be designed and constructed to be accessible in accordance with tthe ABA Standards 2015, as detailed in this chapter.

Affected Buildings – ORS 447.210(1) “Affected buildings” … includes any government building that is subject to Title II of the Americans with Disabilities Act.

1103 – Scoping Requirements:

1103.1 Sites, building, structures, facilities, elements and spaces…shall be accessible to persons with physical disabilities.

1104 – Accessible Route:

1104.2 At least one accessible route shall connect accessible buildings…that are on the same site.

1104.3.1 Employee work areas. Common use circulation paths within the employee work areas shall be accessible.

Exception 1. Common use circulation paths, located within employee work areas that are less than 1,000 square feet in size and defined by permanently installed partitions…, shall not be required to be accessible routes.

Chapter 12 - INTERIOR ENVIRONMENT

1202.1 - General - Buildings shall be provided with natural ventilation in accordance with Section 1202.5, or mechanical ventilation in accordance with the Mechanical Code.

1202.5.2 Contaminant sources in naturally ventilated spaces shall be removed in accordance with the Mechanical

Code.

1204 - Lighting

1204.1 Every space…shall be provided with natural light…or shall be provided with artificial light in accordance with

Section 1204.2.”

1204.2 The minimum net glazed area shall not be less than 8 percent of the floor area of the room served.

1204.3 Artificial light shall be provided that is adequate to provide and average illumination of 10 foot-candles over the area of the room at a height of 30 inches above the floor level.

1204.5 The means of egress shall be illuminated in accordance with Section 1008.1.

1209.2.1 Floors – toilet room floors shall have a smooth, hard, nonabsorbent surface that extends upward onto the wall not less than 4 inches

1209.2.2 Walls - Walls within 2 feet of service sinks, urinals and water closets shall have a hard, smooth, nonabsorbent surface to a height of 4 feet above the floor and shall be of a type that is not adversely affected by moisture.

Chapter 13 – ENERGY EFFICIENCY - Based on ASHRAE Standard 90.1-2016 This facility will be constructed in Climate Zone 5-B.

Table 5.5-6 Building Envelope Requirements for Climate Zone 5 Roof –

Attic and other R-49

Walls, Above Grade Wood Framed R-13 + R-7.5 c.i., or

R-19 + R-5.0 c.i.

Slab on Grade Floors Unheated R-15 for 24 inches

Opaque Doors Swinging U-0.370

Fenestration Metal Framing, fixed U-0.38 Metal Framing, operable U-0.46 Metal Framing, entry U-0.68

Chapter 16 – STRUCTURAL DESIGN Table 1604.5 Risk Category of Buildings

Category II – Buildings and other structures except those listed in Risk Categories I, III and IV.

Chapter 17 – SPECIAL INSPECTIONS See Structural Drawings for schedule of special inspections and related information.

Chapter 24 - GLASS AND GLAZING

2402.1 Vertical glass shall be designed to resist wind loads due to basic design wind speed, V, in Section 1609 for components and cladding.

2406.1 Human Impact loads – individual glazed areas, including glass mirrors, in hazardous areas defined in 2406.4 locations shall comply with 2406.1.1 thru 2406.1.4

2406.3 …Each pane of safety glazing installed in hazardous locations shall be identified by a manufacturer’s designation specifying who applied the designation, the manufacturer or installer and the safety glazing standard with which it complies, as well as the information specified in Section 2403.1

2406.4 Hazardous locations requiring safety glazing -

Glazing in swinging doors Glazing sliding doors Glazing within a 24-inch arc of either vertical edge of a door, and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface Glazing in an individual panel that that meets all of the following criteria:

Exposed area of panel is greater than 9 SF Exposed bottom edge less than 18 inches above the floor Exposed top edge greater than 36 inches above the floor, and One or more walking surfaces within 36 inches horizontally of the plane of the glazing Glazing in guards and railings Glazing adjacent to stairways, landings and ramps within 36 inches of a walking surface when the top edge of the glass is less than 60 inches above the walking surface

Chapter 29 - PLUMBING SYSTEMS Group S-1 Storage Net building area: 6,306 SF Occupant load = 13 staff, calculated per Table 1004.5, Warehouses

6 Female, 7 Male.

Table 2902.1 - Water Closets unisex, (WC) Required:

Water closets 1 per 100. 1 required, 4 provided Lavatories 1 per 100. 1 required, 4 provided.

Chapter 33 – SAFEGUARDS DURING CONSTRUCTION The general contractor and subcontractors shall review and comply with the adopted provisions of Chapter 33 of the 2019 Oregon Structural Specialty Code for the entire duration of construction activities.

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

1,721 SF

COMMON WORK

SPACE

3.6"

F-1

72"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

561 SF

REC/SU

1.2"

F-1

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

564 SF

FIRE CACHE

1.2"

F-1

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

59 SF

JANITOR

0.2"

S

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

55 SF

LAUNDRY

0.2"

S

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

54 SF

MECHANICAL

0.2"

S

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

313 SF

NR

0.8"

F-1

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

313 SF

VEG MANAGEMENT

0.8"

F-1

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

138 SF

ADMIN/ARCH

STORAGE

0.2"

S

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

138 SF

ADMIN/OTHER

0.2"

S

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

138 SF

LEI EVIDENCE

0.2"

S

36"

SQUARE FOOTAGE OCCUPANCY

OCC. FACTOR OCCUPANT LOAD

EXITS REQ'D EXITS PROVIDED

REQUIRED WIDTH ACTUAL WIDTH

138 SF

TRANSPORT

0.4"

F-1

36"

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EXITING DIAGRAM LEGEND

T.D. = 123'-4"

32 74.5

TRAVEL DISTANCE AND PATH OF TRAVEL

OCCUPANT LOAD

SERVED BY DOOR

DOOR WIDTH PROVIDED

DOOR WIDTH REQUIRED

FIRE EXTINGUISHER/CABINETF.E.

EXIT SIGN

GENERAL NOTES

A. EXITING CLEAR WIDTH:

1. FOR 36" DOORS = 33.5" CLEAR

2. FOR (2) 36" DOORS = 67.0"

3. FOR STOREFRONT DOOR = 42" CLEAR

B. FIRE EXTINGUISHER REQUIREMENTS: PROVIDE NOT LESS

THAN (1) ONE APPROVED FIRE EXTINGUISHER AS FOLLOWS

(OREGON FIRE CODE, SECTION 906):

1. DURING CONSTRUCTION: FIRE EXTINGUISHER TYPE 2-A10-

B:C SHALL BE PROVIDED AT ALL FLOOR LEVELS, AT EVERY

STORAGE AND CONSTRUCTION SHED AND AS DIRECTED

BY THE CITY FIRE MARSHAL.

2. MOUNTING: TOP OF EXTINGUISHER TO BE LOCATED NO

MORE THAN 5'-0" ABOVE FINISH FLOOR. TOP OF

EXTINGUISHERS THAT ARE 40LBS. GROSS WEIGHT OR

MORE TO BE MOUNTED NO HIGHER THAN 3'-6" ABOVE

FINISH FLOOR. BOTTOM OF EXTINGUISHERS OR CABINET

TO BE NO LESS THAN 4" ABOVE FINISH FLOOR.

C. PORTABLE FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE

WITH IFC STANDARDS.

D. GENERAL CONTRACTOR RESPONSIBLE FOR CONTROLS,

ALARMS, AND EXITING DURING CONSTRUCTION.

I H

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CRADER

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TS

R E

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SCOTT T. STEELE

G

OOF

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A

ET

N O

T S

BEND, OREGON

A S

S O

C

IA

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S A

R C

H

IT

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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

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EXITING DIAGRAM

07/19/2021

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1/8" = 1'-0"D4 OCCUPANCY ANALYSIS & FIRE LIFE SAFTEY PLAN

0'

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

8'4' 24'16' n

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PARCEL 1

UT POLE

#102568

UT POLE

#102552

UT POLE

#102569

UT POLE

#102555

UT POLE

#102553

UT POLE

#102551

UT POLE

#102554

UT POLE

#102558

UT POLE

#102566

UT POLE

#102567

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COPYRIGHT 2022

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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

OREGON

80067PE

EXPIRES: 12/31/2022

SEAN C. PASSAGE

SEPT . 11, 2018

E N G I N E ER

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HORIZONTAL CONTROL STATEMENT

COORDINATE SYSTEM:

THIS PROJECT IS LOCATED ENTIRELY WITHIN THE OREGON COORDINATE REFERENCE

SYSTEM (OCRS) LOW DISTORTION MAP PROJECTION, ZONE: BEND-REDMOND-PRINEVILLE.

BASIS OF COORDINATES:

THE BASIS OF COORDINATES FOR THIS SURVEY IS BASED ON THE PUBLISHED COORDINATES

OF THE OREGON REAL-TIME GPS NETWORK (ORGN) STATION ID "BNDM", PID '205".

BASIS OF BEARING:

THE BASIS OF BEARING OF THIS SURVEY WAS DETERMINED BY A HIGH PRECISION GPS

SURVEY USING TRIMBLE R6 SERIES RECEIVERS.

SAID STATION HAS

GEODETIC COORDINATES OF:

LATITUDE: 44°05'21.80729" N [NAD83 (2011) EPOCH 2010.00]

LONGITUDE: 121°18'27.07883" W [NAD 83 (2011) EPOCH 2010.00]

LOCAL GRID COORDINATES, EXPRESSED IN INTERNATIONAL FEET OF:

NORTHING: 216030.788

EASTING: 247350.838

VERTICAL CONTROL STATEMENT

DATUM:

NAVD88 (GEOID12B)

VERTICAL BASIS:

THE BASIS FOR VERTICAL CONTROL IS "ORGN" STATION ID "BNDM", PID '205",

PUBLISHED ELLIPSOID HEIGHT = 1070.737 (METERS) = 3512.917 (INT. FEET)

ORTHOMETRIC HEIGHT (GEOID12B) = 3581.898 (INT. FEET)

SET SURVEY CONTROL STATIONS

ID

NORTHING

290567.77

290721.59

290337.42

289843.98

289824.77

290118.36

290371.64

EASTING

182436.68

182911.87

182921.93

182928.48

182565.23

182224.34

182050.57

ELEVATION

3187.57

3189.43

3194.29

3194.09

3196.08

3189.48

3185.74

DESCRIPTION

5/8" X 24" REBAR WITH ORANGE PLASTIC CAP MARKED "HWA CONTROL

1-1/8" COPPER PLUG IN DRILL HOLE MARKED "HWA CONTROL"

1-1/8" COPPER PLUG IN DRILL HOLE MARKED "HWA CONTROL"

1-1/8" COPPER PLUG IN DRILL HOLE MARKED "HWA CONTROL"

1-1/8" COPPER PLUG IN DRILL HOLE MARKED "HWA CONTROL"

1-1/8" COPPER PLUG IN DRILL HOLE MARKED "HWA CONTROL"

5/8" X 24" REBAR WITH ORANGE PLASTIC CAP MARKED "HWA CONTROL

CURVE TABLE

U .S

.D .A

. FOREST SERV

IC

E

U N

LAWFUL TO D I S

TU

R

B

T15S R10E

PROPERTY

S5

PLS 89396

CORNER

U .S

.D .A

. FOREST SERV

IC

E

U N

LAWFUL TO D I S

TU

R

B

T15S R10E

PROPERTY

S5

PLS 89396

CORNER

2-1/2" ALUMINUM POST

WITH 3-1/4" ALUMINUM

CAP IN CONCRETE

FILLED 9" ∅ IRON

CASING, ENCIRCLED

WITH A COLLAR OF

STONE

<PP 2019-9>

2-1/2" ALUMINUM POST

WITH 3-1/4" ALUMINUM

CAP I ENCIRCLED WITH

A COLLAR OF STONE

<PP 2019-9>

PROJECT BOUNDARY

ASSESSOR'S TAX LOT LINE (APPROXIMATE LOCATION)

EASEMENT OF RECORD, AS NOTED

CURB LINE

OVERHEAD POWER LINE

UNDERGROUND POWER LINE

UNDERGROUND SEWER LINE

UNDERGROUND WATER LINE

FENCE LINE

CONTOUR LINE, 1' INTERVAL

STRUCTURE AS NOTED

ASPHALT PAVING

CONCRETE

GRAVEL

DIRT ROAD/TRAIL

RECOVERED MONUMENT OF RECORD, AS NOTED

ORIGIN OF MONUMENT

COMPUTED POSITION, NOTHING FOUND OR SET

SEWER MANHOLE

SEWER CLEAN-OUT

CATCH BASIN

WATER METER

WATER VALVE

WATER SERVICE/STAND PIPE

FIRE HYDRANT

UTILITY POLE

GUY POLE

ELECTRIC SERVICE

ELECTRIC TRANSFORMER/JUNCTION BOX

LIGHT POLE

TELEPHONE MANHOLE

COMMUNICATION RISER

SIGN

DISABLED PARKING STALL

LARGE STONE

CONIFER TREE

DECIDUOUS TREE

JUNIPER TREE

PONDEROSA PINE TREE

SURVEY LEGEND

S A N T I A M

HW Y 2 0

W MAIN AVE

W ADAMS AVE

N P

IN

E

S T

PARCEL 2

PARTITION PLAT NO.

2019-9

TL151004CC02400

TL151004CC02502

THE STAINES

OFFICE

CONDOMINIUMS

LOTS 18-20,

BLOCK 5

McCAFFERY'S

FIRST ADDITION

TO THE

TOWNSITE OF

SISTERS

PARCEL 1

PARTITION PLAT NO.

1990.62

TL151004CC00100

5/8" REBAR

5/8" REBAR WITH

YELLOW PLASTIC CAP

"ODOT R/W

<CS17250>

5/8" REBAR WITH 2"

ALUMINUM CAP

MARKED "P2 C6 LS53270 2008"

<PP 2008-30>

MAG NAIL WITH 1-1/2" BRASS WASHER

MARKED "PROP COR PLS89396 2019"

<PP 2019-9>

#1025

FFE=3189.7'

#1011

FFE=3190.4'

#1038

FFE=3189.5'

#1037

FFE=3192.5'

#1041

FFE=3191.0'

SHED

RAM

P

SHED

BB HOOP

S E

C

TI

O N

S

E C

TI

O

N

PARCEL 1

EXERCISE EQUIP.

#2002

FFE=3196.4'

#2007

FFE=3193.4'

#1023

FFE=3189.5'

SHED

CONEX

CONEXCONEX

CONEX

CONEX

CONEX

HAZ-MAT

STORAGE

TIN

ROOF

STORAGE

TIN ROOF STORAGE

AC UNIT

AC UNIT

AC UNIT

CHARGING

STATION

POND

FLAG POLE

SMOKEY BEAR STATUE

AC UNIT

1) WE WERE RETAINED BY STEELE ASSOCIATES ARCHITECTS TO

COMPLETE A DESIGN SURVEY OF PARCEL 1, PARTITION PLAT NO. 2019-9 FOR

THE UNITED STATES FOREST SERVICE, DESCHUTES NATIONAL FOREST TITLED

"SISTERS RANGER DISTRICT COMPOUND SITE DEVELOPMENT".

2) THE FIELD SURVEY WAS PERFORMED OCTOBER - NOVEMBER 2020 WITH

A COMBINATION OF CONVENTIONAL AND GPS SURVEY METHODS.

3) THE BOUNDARIES OF PARCEL 1, ARE BASED ON THE RECOVERED

MONUMENTS REPORTED HEREON ALONG WITH RECORD INFORMATION PER

PARTITION PLAT NO. 2019-9. ALL RECOVERED MONUMENTS WERE HELD.

4) WE WERE PROVIDED A "PUBLIC RECORDS REPORT" PREPARED BY FIRST

AMERICAN TITLE INSURANCE COMPANY UNDER ORDER NO. 7069-3604150. THE

ONLY PLOTTABLE ENCUMBRANCE IS THE RIGHT OF WAY EASEMENT FOR

NORTH PINE STREET ALONG THE EAST BOUNDARY AS REPORTED HEREON.

5) WITH REGARD TO UNDERGROUND UTILITIES, INFORMATION FROM

FOREST SERVICE, OUR CLIENT AND UTILITY LOCATE MARKINGS WERE

COMBINED WITH OBSERVED EVIDENCE OF UTILITIES TO DEVELOP A VIEW OF

THOSE UNDERGROUND UTILITIES. HOWEVER, LACKING EXCAVATION, THE

EXACT LOCATION OF UNDERGROUND FEATURES CANNOT BE ACCURATELY,

COMPLETELY AND RELIABLY DEPICTED. WHERE ADDITIONAL OR MORE

DETAILED INFORMATION IS REQUIRED, EXCAVATION MAY BE NECESSARY.

SURVEY NOTES

VARIED WIDTH R/W EASEMENT

(PER BOOK 328 AT PAGE 662

INSTRUMENT NO. 2008-22408)

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

S T

O R

A G

E B

U

IL

D

IN

G

C4

C1 C3

C2

0 10 25 50 75 100 150

SCALE: 1" = 50'

WM

TV

TV

TV

TV

TV

WM

WM

WS

WS

WS

TV

WM

TV

WS

TV

TV

WS

WM

TV

TV

TVTVTV

WM

U G

P

CO

CO

CO

CO

C O

CO

CO

CO

COCOCO

CO

CO

EL

EL

EL

EL

EL

EL EL

EL

UT POLE

#102568

UT POLE

#102552

UT POLE

#102569

UT POLE

#102555

UT POLE

#102553

UT POLE

#102551

UT POLE

#102554

UT POLE

#102558

UT POLE

#102566

UT POLE

#102567

S

IS

TE

R

S , O

R E

G O

N

SCP

01/28/2022

GMH

20145.01

U S

F S

S

IS

T E

R S

R A

N G

E R

D

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T R

IC

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S T

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A G

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A N

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8, C1.2

D E

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C

IV

IL

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N G

IN

E

E R

IN

G

S

U R

V E

Y

IN

G

P

LA

N N

IN

G

O

.B . R

IL

E

Y R

O A

D , S

TE

. 1

, B

E N

D , O

R

(5

)3

-9

W

W W

.H W

A

-IN

C .O

R G

COPYRIGHT 2022

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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

OREGON

80067PE

EXPIRES: 12/31/2022

SEAN C. PASSAGE

SEPT . 11, 2018

E N G I N E ER

RE

GI

ST

E EDPROFESSIONAL

R

SAWCUT AND REMOVE EXISTING HMAC PAVEMENT & AGGREGATE BASE AS SHOWN

SAWCUT AND REMOVE EXISTING PCC PAVEMENT & AGGREGATE BASE AS SHOWN

REMOVE & SALVAGE EXISTING GRAVEL AS SHOWN. COORDINATE W/ CONTRACTING OFFICER

REMOVE EXISTING WATER LINE AS SHOWN

REMOVE EXISTING FROST-FREE YARD HYDRANT

REMOVE EXISTING SANITARY SEWER LINE AS SHOWN

REMOVE EXISTING UTILITY PEDESTAL

CEC TO REMOVE EXISTING OVERHEAD LINE AS SHOWN

REMOVE & SALVAGE EXISTING BOULDER. COORDINATE W/ CONTRACTING OFFICER

REMOVE EXISTING STRUCTURE

RELOCATE EXISTING STORAGE CONTAINER. COORDINATE W/ CONTRACTING OFFICER

REMOVE EXISTING TREE

RELOCATE EXISTING HAZ-MAT STORAGE PER STATE GUIDELINES. COORDINATE W/ CONTRACTING OFFICER

CEC TO REMOVE EXISTING UTILITY POLES #102566 & #102567 (INCLUDE REMOVAL OF ANCHORS IF APPLICABLE)

DEMOLITION KEY NOTES

DEMOLITION GENERAL NOTES

EXISTING STRUCTURE

TO REMAIN

TYP.

EXISTING SS LINE

TO REMAIN

EXISTING TREES

TO REMAIN AND

BE PROTECTED, TYP. EXISTING TREES

TO REMAIN AND

BE PROTECTED, TYP.

EXISTING STRUCTURE

TO REMAIN

EXISTING STRUCTURE

TO REMAIN

EXISTING STRUCTURE

TO REMAIN

EXISTING STRUCTURE

TO REMAIN

EXISTING SEWER MAIN

TO REMAIN

EXISTING WATER MAIN

TO REMAIN

EXISTING OVERHEAD POWER

TO REMAIN

EXISTING UTILITY LINE TO BE REMOVED

(SIZE AND TYPE AS SHOWN)

EXISTING FENCING TO BE REMOVED

EXISTING HMAC PAVEMENT TO BE REMOVED

EXISTING PCC PAVEMENT TO BE REMOVED

EXISTING GRAVEL TO BE REMOVED & SALVAGED

EXISTING TREE TO BE REMOVED

DEMOLITION LEGEND

EXISTING TREES

TO REMAIN AND

BE PROTECTED, TYP.

EXISTING SEWER MAIN

TO REMAIN

EXISTING ABANDONED 4" WATER

MAIN TO REMAIN

0 10 25 50 75 100 150

SCALE: 1" = 50'

S A N T I A M

HW Y 2 0

W MAIN AVE

W ADAMS AVE

N P

IN

E

S T

BLDG.

#1025

BLDG.

#1011

BLDG.

#1038

BLDG.

#1037

BLDG.

#1041

BLDG.

#2002

BLDG.

#2007

BLDG.

#1023

1. MINIMUM SAWCUT REMOVAL SHOWN - ACTUAL SAWCUT LINE TO FOLLOW EXISTING CONCRETE SCORE LINES

(TYPICAL FOR ALL CONCRETE REMOVAL)

2. EXISTING TREES TO REMAIN SHALL BE PROTECTED, TYP. FOR ALL TREES TO REMAIN

3. THE FOREST SERVICE AND/OR CONTRACTING OFFICER SHALL BE NOTIFIED PRIOR TO CLEARING TREES.

CONTRACTOR TO ARRANGE FOR A SITE VISIT WITH THE FOREST SERVICE AND/OR CONTRACTING OFFICER TO

CLARIFY TREES TO BE CLEARED.

TREE REMOVAL SUMMARY

SPECIES: SIZE (IN.) QUANTITY:

PONDEROSA PINE <10 2

PONDEROSA PINE 10-20 2

PONDEROSA PINE 20-30 2

PONDEROSA PINE >30 4

JUNIPER 20-30 2

TOTAL 12

WM

TV

TV

TV

TV

TV

WM

WM

WS

WS

WS

TV

WM

TV

WS

TV

TV

WM

TV

TV

TVTVTV

WM

CO

CO

CO

CO

C O

CO

CO

CO

COCOCO

CO

CO

EL

EL

EL

EL EL

EL

T

1-PH

FINISH FLOOR

ELEVATION = 3192.00

S

IS

TE

R

S , O

R E

G O

N

SCP

01/28/2022

GMH

20145.01

0%

C D

S U

B M

IT

TA

L

- J

A N

U A

R Y

8, C1.3

E R

O S

IO

N

C O

N T

R O

L (E

S C

P

P

LA

N

C

IV

IL

E

N G

IN

E

E R

IN

G

S

U R

V E

Y

IN

G

P

LA

N N

IN

G

O

.B . R

IL

E

Y R

O A

D , S

TE

. 1

, B

E N

D , O

R

(5

)3

-9

W

W W

.H W

A

-IN

C .O

R G

COPYRIGHT 2022

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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

OREGON

80067PE

EXPIRES: 12/31/2022

SEAN C. PASSAGE

SEPT . 11, 2018

E N G I N E ER

RE

GI

ST

E EDPROFESSIONAL

R

S A N T I A M

HW Y 2 0

W MAIN AVE

W ADAMS AVE

N P

IN

E

S T

0 10 25 50 75 100 150

SCALE: 1" = 50'

#1025

FFE=3189.7'

#1011

FFE=3190.4'

#1038

FFE=3189.5'

#1037

FFE=3192.5'

#1041

FFE=3191.0'

CONSTRUCTION

SITE ENTRY/ EXIT POINT

NATIVE

DRAINAGE

AREA

U S

F S

S

IS

T E

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R A

N G

E R

D

IS

T R

IC

T

S T

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A G

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U

IL

D

IN

G

#2002

FFE=3196.4'

#2007

FFE=3193.4'

#1023

FFE=3189.5'

EMPLOYEE AND VISITOR

SITE ENTRY/ EXIT POINT

ANTICIPATED LIMITS

OF SITE CLEARING

UTILITY TRENCHING TO OCCUR

BETWEEN TREES. CONTRACTOR TO

TAKE CARE TO PREVENT DAMAGE TO

TREE ROOT SYSTEMS, TYP.

EROSION CONTROL KEY NOTES

CONSTRUCT GRAVEL CONSTRUCTION ENTRANCE

(SEE DETAIL 1/C5.1)

CONSTRUCT CONCRETE TRUCK WASHOUT AREA

(SEE DETAIL 2/C5.1)

INSTALL TREE PROTECTION FENCING

(SEE DETAIL 3/C5.1

TYP.

TYP.

ACTIVE PERIOD ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES

COMMENCE.

WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING

RUNOFF FROM SNOW MELT, THAT RESULTS IN

DISCHARGE FROM THE SITE.

AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF

WHETHER STORMWATER RUNOFF IS OCCURRING.

INACTIVE PERIODS GREATER THAN FOURTEEN

(14) CONSECUTIVE CALENDAR DAYS.

THE INSPECTOR MAY REDUCE THE FREQUENCY OF

INSPECTIONS IN ANY AREA OF THE SITE WHERE THE

STABILIZATION STEPS IN SECTION 2.2.20 HAVE BEEN

COMPLETED TO TWICE PER MONTH FOR THE FIRST

MONTH, NO LESS THAN 14 CALENDAR DAYS APART,

THEN ONCE PER MONTH.

PERIODS DURING WHICH THE SITE IS INACCESSIBLE

DUE TO INCLEMENT WEATHER

IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS

MUST OCCUR DAILY AT A RELEVANT DISCHARGE POINT

OR DOWNSTREAM LOCATION OF THE RECEIVING

WATERBODY.

PERIODS DURING WHICH CONSTRUCTION

ACTIVITIES ARE SUSPENDED AND RUNOFF IS

UNLIKELY DUE TO FROZEN CONDITIONS.

VISUAL MONITORING INSPECTIONS MAY BE

TEMPORARILY SUSPENDED. IMMEDIATELY RESUME

MONITORING UPON THAWING, OR WHEN WEATHER

CONDITIONS MAKE DISCHARGES LIKELY.

EROSION CONTROL INSPECTION FREQUENCY

PERIODS DURING WHICH CONSTRUCTION

ACTIVITIES ARE CONDUCTED AND RUNOFF IS

UNLIKELY DURING FROZEN CONDITIONS.

VISUAL MONITORING INSPECTIONS MAY BE REDUCED

TO ONCE A MONTH. IMMEDIATELY RESUME MONITORING

UPON THAWING, OR WHEN WEATHER CONDITIONS MAKE

DISCHARGES LIKELY.

1. HOLD A PRE-CONSTRUCTION MEETING THAT INCLUDES THE INSPECTOR AND CONTRACTING OFFICER TO DISCUSS

EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS.

2. THE ESC PLAN MUST BE KEPT ONSITE AT ALL TIMES WHEN WORK IS OCCURING.

3. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.

DURING THE CONSTRUCTION PERIOD, THE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH ALL

APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL REGULATIONS.

4. RETAIN THE DUFF LAYER, NATIVE TOPSOIL, AND NATURAL VEGETATION IN AN UNDISTURBED STATE TO THE MAXIMUM

EXTENT AND DURATION PRACTICAL.

5. INSPECT ALL ROADWAYS ADJACENT TO THE CONSTRUCTION ACCESS ROUTE AT THE END OF EACH DAY. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVES THE CONSTRUCTION SITE MUST BE CLEANED UP WITHIN 24-HRS AND STABILIZED BACK ON THE SITE OR PROPERLY DISPOSED. THE CAUSE OF SEDIMENT RELEASE MUST BE IDENTIFIED AND PREVENTED FROM CAUSING A RECURRENCE OF THE DISCHARGE WITHIN THE SAME 24-HRS. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN-UP RELEASED SEDIMENT AND SEDIMENT MUST NOT BE INTENTIONALLY WASHED

INTO STORM SEWERS, DRAINAGE WAYS, OR WATER BODIES.

6. COVER AND SECURE ALL DUMP TRUCK LOADS LEAVING THE CONSTRUCTION SITE TO MINIMIZE SPILLAGE ON ROADS.

7. RESTORE CONSTRUCTION ACCESS ROUTE EQUAL TO OR BETTER THAN THE PRE-CONSTRUCTION CONDITION.

8. CONTROL FUGITIVE DUST FROM CONSTRUCTION ACTIVITY.

9. STABILIZE EXPOSED UNWORKED SOILS (INCLUDING STOCKPILES), WHETHER AT FINAL GRADE OR NOT, WITHIN 10 CALENDAR DAYS DURING THE REGIONAL DRY SEASON (JULY 1 - SEPT. 30) AND WITHIN 5 CALENDAR DAYS DURING THE

REGIONAL WET SEASON (OCT. 1 - JUNE 30).

10. PROTECT INLETS, DRYWELLS, CATCH BASINS AND OTHER STORMWATER MANAGEMENT FACILITIES FROM SEDIMENT, WHETHER OR NOT THE FACILITIES ARE OPERABLE.

11. KEEP ROADS ADJACENT TO INLETS CLEAN.

12. INSPECT INLETS WEEKLY AT A MINIMUM AND DAILY DURING STORM EVENTS. CLEAN OR REMOVE AND REPLACE INLET

PROTECTION DEVICES BEFORE SIX INCHES OF SEDIMENT CAN ACCUMULATE.

13. WHENEVER POSSIBLE, CONSTRUCT STORMWATER CONTROL FACILITIES (DETENTION/RETENTION STORAGE POND OR SWALES) BEFORE GRADING BEGINS. THESE FACILITIES SHOULD BE OPERATIONAL BEFORE THE CONSTRUCTION OF

IMPERVIOUS SITE IMPROVEMENTS.

14. STOCKPILE MATERIALS (SUCH AS TOPSOIL) ONSITE, KEEPING OFF ROADWAYS AND SIDEWALKS.

15. COVER, CONTAIN AND PROTECT ALL CHEMICALS, LIQUID PRODUCTS, PETROLEUM PRODUCTS, AND NON-INERT WASTES PRESENT ONSITE FROM VANDALISM. MAINTAIN A SUPPLY OF MATERIALS ON HAND TO ADDRESS AND

CONTAIN SPILLS.

16. LOCATE DESIGNATED VEHICLE AND EQUIPMENT SERVICE AREAS, FUEL, AND MATERIALS AWAY FROM DRAINAGE INLETS, WATERCOURSES, AND CANALS. PROPERLY CONTAIN AREAS USING BERMS, SANDBAGS, OR OTHER BARRIERS.

REGULARLY INSPECT AND MAINTAIN EQUIPMENT, ESPECIALLY FOR DAMAGED HOSES AND LEAKY GASKETS.

17. DESIGNATE AN AREA FOR CLEANING PAINTING EQUIPMENT AND TOOLS. NEVER CLEAN BRUSHES OR RINSE

CONTAINERS INTO THE STREET, GUTTER, DRAINAGE INLET, OR WATERWAY.

18. APPLY LANDSCAPING OR AGRICULTURAL CHEMICALS, INCLUDING FERTILIZERS AND PESTICIDES, IN SUCH A MANNER, AND AT APPLICATION RATES, THAT INHIBITS THE LOSS OF CHEMICALS INTO STORMWATER RUNOFF FACILITIES.

19. INSPECT ON A REGULAR BASIS (AT A MINIMUM WEEKLY, AND DAILY DURING/AFTER A RUNOFF PRODUCING STORM EVENT) AND MAINTAIN ALL EROSION AND SEDIMENT CONTROL BMPS TO ENSURE SUCCESSFUL PERFORMANCE OF

THE BMPS.

20. REMOVE TEMPORARY ESC BMPS WITHIN 30 DAYS AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED.

PERMANENTLY STABILIZE AREAS THAT ARE DISTURBED DURING THE REMOVAL PROCESS.

GENERAL EROSION CONTROL NOTES

FLOW ARROW

ANTICIPATED LIMITS OF SITE CLEARING

TREE PROTECTION FENCING

(SEE DETAIL 3/C5.1)

GRAVEL CONSTRUCTION ENTRANCE

(SEE DETAIL 1/C5.1)

EROSION CONTROL LEGEND

M

COMMON

WORK

SPACE

FIRE

CACHE

REC/SU

VEG MGMT

NR

TRANSPORT

ADMIN/

ARCH

STOR

A D

M

IN

/O

TH

ER

LEI

EVIDENCE

RR/SHWR

RR/SHWR

MECH

LAUNDRY

JANITOR

RR/SHWR

RR/SHWR

100A

I.T. ROOM

TV

TV

WM

TV

TV

TV

TV

TV

WM

WM

WS

WS

WS

TV

WM

TV

WS

TV

TV

WM

TV

TV

TVTVTV

WM

CO

CO

CO

CO

C O

CO

CO

CO

COCOCO

CO

CO

EL

EL

EL

EL EL

EL

T

1-PH

FINISH FLOOR

ELEVATION = 3192.00

2.0%

1.9%

2.0%

2.

6%

3.

0%

91.35 FG

91.70 FG90.35 FG

89.77 FG

(MATCH)

89.40 FG

(MATCH)

90.87 FG

91.00 FG

89.30 FG

(MATCH)

89.71 FG

(MATCH)

91.40 FG

(HIGH POINT)

2.9%

90.30 FG

90.30 FG

89.90 FG

90.10 FG

89.90 FG

91.70 RE

S

IS

TE

R

S , O

R E

G O

N

SCP

01/28/2022

GMH

20145.01

0%

C D

S U

B M

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TA

L

- J

A N

U A

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8, C2.1

G R

A D

IN

G

D

R A

IN

A

G E

P

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IV

IL

E

N G

IN

E

E R

IN

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U R

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. 1

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(5

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-9

W

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-IN

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R G

COPYRIGHT 2022

STEELE ASSOCIATES

ARCHITECTS

All rights reserved. Reproduction or use in any form or by any means- graphic, electronic, mechanical, etc.- without written permission of STEELE ASSOCIATES ARCHITECTS is unlawful and subject to criminal prosecution.

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

OREGON

80067PE

EXPIRES: 12/31/2022

SEAN C. PASSAGE

SEPT . 11, 2018

E N G I N E ER

RE

GI

ST

E EDPROFESSIONAL

RCONSTRUCT GRAVEL SURFACE

(SEE DETAIL 1/C5.3)

CONSTRUCT HEAVY-DUTY PCC PAVEMENT

(SEE DETAIL 2/C5.3)

TRASH ENCLOSURE

(SEE ARCHITECTURAL PLAN A101 FOR DETAILS)

PAVING KEY NOTES

DRAINAGE BASIN BOUNDARY

EXISTING CURB

PROPOSED 12" CONCRETE CURB

(6" REVEAL)

EXISTING 1' GROUND

SURFACE CONTOUR

EXISTING 5' GROUND

SURFACE CONTOUR

PROPOSED 1' GROUND

SURFACE CONTOUR

PROPOSED 5' GROUND

SURFACE CONTOUR

PROPOSED SPOT ELEVATION

TOP OF CURB

FINISH GRADE

EXISTING GRADE

RIM ELEVATION

FINISH FLOOR ELEVATION

EXISTING HMAC PAVEMENT TO REMAIN

EXISTING CONCRETE TO REMAIN

PROPOSED GRAVEL SURFACE

NOTE:

ADD 3100.00 FT TO ALL SPOT ELEVATIONS

90.50 TC

90.00 FG

TC

FG

EG

RE

FFE

GRADING LEGEND

S A N T I A M

HW Y 2 0

W MAIN AVE

W ADAMS AVE

N P

IN

E

S T

0 10 25 50 75 100 150

SCALE: 1" = 50'

#1025

FFE=3189.7'

#1011

FFE=3190.4'

#1038

FFE=3189.5'

#1037

FFE=3192.5'

#1041

FFE=3191.0'

NATIVE

DRAINAGE

AREA

U S

F S

S

IS

T E

R S

R A

N G

E R

D

IS

T R

IC

T

S T

O R

A G

E B

U

IL

D

IN

G

#2002

FFE=3196.4'

#2007

FFE=3193.4'

#1023

FFE=3189.5'

GENERAL GRADING NOTES

1. ALL GRADING SHALL BE IN CONFORMANCE WITH THE CURRENT 2019 OREGON STRUCTURAL

SPECIALTY CODE AND PER GEOTECHNICAL ENGINEER RECOMMENDATIONS DESCRIBED IN

WALLACE GROUP GEOTECHNICAL EXPLORATION REPORT PROJECT NO. 11409-1 DATED

JANUARY 25, 2021.

2. EXCAVATORS SHALL COMPLY WITH THE PROVISIONS OF OAR 952-001-0090.

3. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "UNDERGROUND LOCATE

SERVICE" AT 1-800-332-2344 AT LEAST 2 FULL BUSINESS DAYS PRIOR TO THE START OF

CONSTRUCTION FOR LOCATION OF UNDERGROUND WATER, SEWER, STORM DRAIN, POWER,

GAS, OIL, CABLE TV, AND TELEPHONE FACILITIES.

4. ALL UNSUITABLE SOILS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM GRADING

OPERATIONS SHALL BE REMOVED FROM THE JOB SITE AND DISPOSED OF PROPERLY.

5. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO

PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY,

CULTIVATED VEGETATION, AND DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS

OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM HIS OPERATIONS.

6. CUT SLOPES IN SOIL AND LOOSE ROCK RUBBLE SHALL NOT EXCEED A RATIO OF 2 HORIZONTAL

TO 1 VERTICAL UNLESS PREVIOUSLY APPROVED BY GEOTECHNICAL ENGINEER. CUT SLOPES IN

SOLID ROCK SHALL NOT EXCEED A RATIO OF 12 HORIZONTAL TO 1 VERTICAL UNLESS

FRACTURED OR DISTURBED BY BLASTING THEN THE SLOPE SHOULD NOT EXCEED 1

HORIZONTAL TO 1 VERTICAL. FILL SLOPES SHALL NOT EXCEED A RATIO OF 3 HORIZONTAL TO 1

VERTICAL UNLESS PREVIOUSLY APPROVED BY GEOTECHNICAL ENGINEER.

7. ALL ACCESSIBLE ROUTES (EXCLUDING CURB RAMPS) SHALL BE CONSTRUCTED WITH A SLOPE OF NO MORE THAN 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND A CROSS SLOPE OF NO MORE THAN 1:50 (2.0%). CURB RAMPS SHALL BE CONSTRUCTED WITH A SLOPE OF NO MORE THAN 1:12

(8.3%) IN THE DIRECTION OF TRAVEL AND A CROSS SLOPE OF NO MORE THAN 1:50 (2.0%).

8. THERE ARE NO WETLANDS OR STREAMS LOCATED WITHIN THE PROPOSED DEVELOPMENT

AREA. THE PROPOSED PRIVATE SITE IMPROVEMENTS SHALL BE GRADED AND CONSTRUCTED

TO CONTAIN PRIVATE STORM WATER ON SITE. ON-SITE STORMWATER RUNOFF SHALL BE

INFILTRATED IN…