COMMUNITY DEVELOPMENT. Notice of Filing. Site Plan Review. To construct a new 2,160-square-foot residential accessory structure

(1)

COMMUNITY DEVELOPMENT

333 Broadalbin Street SW, PO Box 490, Albany, Oregon 97321-0144 | BUILDING 541-917-7553 | PLANNING 541-917-7550

cd.cityofalbany.net

Notice of Filing

Site Plan Review

SP-08-21

April 29, 2021

The Planning Division has received the following APPLICATION. Please provide any comments you may

have on this project to

Scott Whyte at 541-917-7561 or

. The deadline for

submission of written comments is 5:00 p.m. on

May 13, 2021.

Application Information

Proposal:

To construct a new 2,160-square-foot residential accessory structure

Review Body:

Staff (Type I-L review)

Property Owner/ Applicant:

Jixian Luo; 4121 Larson Ave SE; Salem, OR 97317

Address/Location:

4015 Knox Butte Road E; Albany, Oregon 97322

Map/Tax Lot:

Linn County Tax Assessor's Map No. 11S-03W-03B; Tax Lot 1000

Zoning:

Residential Medium Density (RM)

Overlay Districts:

N/A

Total Land Area:

2.0 acres

Existing Land Use:

Residential Single-Family

The City of Albany has received the Site Plan Review referenced above. We are mailing notice of the application

to property owners within 100 feet of the proposed development. We invite your written comments on this

application, to be considered when staff decides on this application. Your comments must relate to the approval

standards listed below. Issues that may provide the basis for an appeal to the Land Use Board of Appeals must

be raised in writing and with sufficient detail to allow the City to respond to the issue. The deadline for

submission of written comments is 5:00 p.m. on

May 13, 2021, 14 days from the date the City mails the Notice

of Filing.

We have attached a location map, site plan, and elevation drawings. All application materials are available for

review in person by appointment only at the Planning Division, and copies can be obtained for a minimal

charge. Should you wish to discuss this case with a planner, please call

Planning Supervisor Scott Whyte at

541-917-7561. Submit any written comments to the Planning Division; PO Box 490, Albany, OR 97321 or by

email to

. Any person submitting written comments will receive a copy of the

Notice of Decision on the application.

(2)

SP-08-21 April 29, 2021 Page 2 of 2

According to the Albany Development Code (ADC or Code), the proposed use is allowed on this property.

This review is limited to the layout of the proposed use in accordance with the review criteria contained in

ADC Section 2.450. The use must also meet applicable City development standards found in the Code.

These standards address such features as off-street parking, landscaping, setbacks, overlay districts, outside

storage, and lighting.

The City may attach conditions of approval to the application to ensure that the proposal will conform to the

applicable review criteria (ADC 2.450).

Approval Standards for This Request

Site Plan Review Criteria

Section 2.450 of the ADC includes the following review criteria that must be met for this application to be

approved.

1. Public utilities can accommodate the proposed development.

2. The proposed post-construction stormwater quality facilities (private and/or public) can accommodate

the proposed development, consistent with Title 12 of the Albany Municipal Code.

3. The transportation system can safely and adequately accommodate the proposed development.

4. Parking areas and entrance-exit points are designed to facilitate traffic and pedestrian safety and avoid

congestion.

5. The design and operating characteristics of the proposed development are reasonably compatible with

surrounding development and land uses, and any negative impacts have been sufficiently minimized.

6. Activities and developments within special purpose districts must comply with the regulations

described in Articles 4 (Airport Approach), 6 (Natural Resources), and 7 (Historic), as applicable.

7. The site is in compliance with prior land use approvals.

8. Sites that have lost their nonconforming status must be brought into compliance and may be brought

into compliance incrementally in accordance with Section 2.370.

Additional review standards for this Site Plan Review application are found in ADC Articles

1, 2, 3, 9, & 12.

(3)

±

\\ co a. city of al bany .n et \h ome $\ ton ym\ De sk top \loc ati on m ap te mp la te .mx d 0 30 60 Feet

Date: 4/2/2021 Map Source: City of Albany

4015 Knox Butte Road

Location / Zoning Map

RM

NC

RS-6.5

Bentley Dr.

Linn Ave.

Legend

4015 Knox Butte

(4)

ITEMS FEET GENERAL BUILDING DATA:

WIDTH: 40'-0" LENGTH: 100'-0" EAVE HEIGHT: 14' ROOF PITCH: 4/12 FRAME SPACEING: 12' * ** *** RAFTER SPACING: GIRT SPACING: 2'-0" 2'-0" ITEMS UNIT DESIGN CRITERIA: WIND SPEED 80 MPH (FASTEST MILE) EXPOSURE: B SEISMIC ZONE: D DEAD LOAD: 5 SOIL BEARING: 1500 100 MPH (3 SEC. GUST)

~30'

~1

0 '

(e)SHED

(e)SHOP

(e)HOUSE

(e)WELL SHED

NEW 36X60 BARN SHOP

115.17

112.86

112.60

116.23

37

4.

15

38

2.

14 KNOX BUTTE RD E

(e)DRIVE WAY

Scale

Project number

Date

Drawn by

Checked by

Consultant

Address

Phone

Fax

e-mail

ALL FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, REGULATIONS ETC. SHALL BE CONSIDERED AS PART OF SPECIFICATIONS FOR THIS BUILDING AND SHALL TAKE PREFERENCE OVER ANYTHING SHOWN, DESCRIBED, OR IMPLIED WHERE SAME ARE AT VARIANCE. THIS DESIGNER IS NOT AN ARCHITECT OR AN ENGINEER AND ASSUMES NO LIABILITY FOR THE PLANS IN PART OR WHOLE AND/OR THE CONSTRUCTION OF THE WORK CONTAINED HEREIN. SCALING NOTE:

DESIGNER WARRANTS THAT ONLY ORIGINAL DRAWINGS WILL SCALE PROPERLY. DESIGNER DOES NOT WARRANT THAT ANY COPIES IS BLUEPRINTS, PHOTOCOPIES, ETC. TO SCALE PROPERLY. SCALING OF COPES ARE NOT ADVISED OR CONDONED AND WILL BE CONSIDERED BY DESIGNER AS FATUOUS.

C

O

PY

RI

G

H

T

O

F

YA

N

M

AN

C

O

N

S

TR

U

C

TI

O

N

-PR

IN

TI

N

G

A

LL

O

W

ED

O

F

O

RI

G

IN

AL

D

RA

W

IN

G

S

O

N

LY

As indicated

3/8/2021 9:39:17 PM

A102

3

6 X

6

0 P

O

LE

B

A

R

N

PJ1222021

S

IT

E

P

LA

N

Owner

Issue Date

Author

Checker

4

0

1

5 K

N

O

X

B

U

T

E

R

D

E

A

LB

A

N

Y

O

R

9

7

3

2

2 No.

Description

Date

WOOD

STRUCTURAL LUMBER SHALL CONFORM TO WESTERN SOFTWOOD ASSOCIATION FOR GRADING.

-POSTS SHALL Be 6 X P.T WW2 U.N.O

-POSTS SHALL BE PRESSURE 'TREATED TO 0.60 pcf RETENTION CCA ACCORDANCE WITH UBC STD 25-12 AND A.W.P.A LP-44.

-POSTS SHALL BE CENTERED ON THE FOOTING. -GIRT5 SHALL BE 2 X 6 DF#2 @ 24' O.0 U.N.O -RAFTERS SHALL BE 2 X 6 DF#2 @ 24' O.0 U.N.O FASTENERS, ANCHORS AND CONNECTORS

- BOLTS SHALL BE 3/4 DIAMETER MACHINE BOLTS WITH WASHERS AND NUTS AND SHALL CONFORM TO ASTM.

- WHERE BOLTS COME INTO CONTACT WITH PRESSURE TREATED WOOD WHEN CHEMONITE IS USED THEY SHALL BE GALVANIZED STEEL

- NUTS FOR BOLTS SHALL BE EITHER CROWN NUTS OR NYLON LOCI NUTS AND SHALL BE TIGHTENED TO THE APPROPRIATE MANUFACTURER'S RECOMMENDATIONS.

- NAILS IN TREATED WOOD SHALL BE HOT DIPPED GALVANIZED GIRT TO POST ---(3)16D RAFTER TO BLOCKING ---BLOCKING TO TRUSS ---(NAILS AT EACH SIDE U.N.O) ---GENERAL NOTES:

THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE OWNER/CONTRACTOR SHALL NOTIFY THE BUILDING CODE DIVISION OF ANY DESCREPENCIES CHANGES,OMISSIONS OR SUBSTITUTIONS ARE NOT PEMIITED WITHOUT THE APPROVAL OF THE BUILDING DEPARTMENT HAVING JURISDICTION. ALL WORKMANSHIP SHALL CONFORM TO OREGON STRUCTURAL • SPECIALTY CODE 2019 EDITION.

THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION . THE CONTRACTOR OWNER IS RESPONSIBLE FOR METHODS AND/ SEQUENCES OF ASSEMBLING THE STRUCTURE. THE ONTRACTOR/OWNER IS RESPONSIBLE FOR THE STABILITY Of THE STRUCTURE DURING THE CONSTRUCTION AND PRIOR TO COMPLETION OF ALL WALLS, ROOF AND FLOOR. DIAPHRAGMS DRILLED FOUNDATION

THE FOOTING WALL BEAR ON NATIVE, INORGANIC, UNDISTURBED NATIVE SOIL BELOW EXISTING GRADE. ALL STRUCTURAL FOOTINGS BE EXTENDED MINIMUM 4'-0' BELOW FINISHED GRADE UNLESS NOTED OTHERWISE ON PLANS. THERE SHALL BE 95% COMPACTION OF ALL BACKFILL FOR SLAB ON GRADE IN ACCORDANCE Of ASTM D 1557 MODIFIED PROCTOR DENSITY. BACK FILL IN THE ANNULAR SPACE AROUND THE POSTS SHALL BE BY ONE OF THE FOLLOWING METHODS:

A. CONCRETE WITH THE ULTIMATE STRENGTH OF MIN. 2000 PSI.

B. CLEAN SAND: THE SAND SHALL BE COMPACTED BY TAMPING IN LAYER NOT MORE THAN 8" IN DEPTH

C. GRANULAR BACKFILL: THE GRANULAR BACKFILL SHALL BE 3/4 (-) GRAVEL OR CRUSHED ROCK. BACKFILL. SHALL BE COMPACTED BY TAMPING IN LAYERS NOT MORE THAN 8' IN DEPTH. D. NO SPECIAL INSPECTION FOR COMPACTION BY TAMPING

* SPECIFIED EAVE HEIGHT IS MAXIMUM HEIGHT. PLANS AND DETAILS ARE ADEQUATE FOR HEIGHTS LESS THAN I4'-0"

** SPECIFIED ROOF PITCH IS MAXIMUM. PLANS AND DETAILS ARE ADEQUATE FOR ROOF PITCH LESS THAN 4 TO 12

*** SPECIFIED FRAME SPACING IS MAXIMUM. PLANS AND DETAILS ARE ADEQUATE FOR SFACING LESS THAN 12'-0". SEE FOR TRUSS BRACING FOR OPENING GREATER THAN 14'-0"

ZONING AND CODE NOTES:

JURISDICTION: ---CITY OF ALBANY (LINN COUNTY) DESIGNATION: ---RM

URBAN GROWTH BOUNDARY: ---INSIDE

MIN. FRONT YARD DEPTH: ---15'-0" TO HOUSE;20'-0" TO GARAGE MIN. REAR YARD DEPTH: ---15'-0"

MIN. SIDE YARD DEPTH: ---5'-0"

MAX. LOT COVERAGE: ---6,250 SQ. FT. + 70% OF LOT AREA OVER 130,680 SQ. FT. MAX. BUILDING HEIGHT: ---45'-0"

PROJECT CONTACTS: OWNER: JAUI LUO DESIGNER: ELVIS YAN CITY OF ALBANY 333 BROADALBIN ST SW, ALBANY, OR 97321 541-917-7553

COMMUNITY DEVELOPMENT. Notice of Filing. Site Plan Review. To construct a new 2,160-square-foot residential accessory structure