CUP2003-00009 �
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I 20 DAYS = 2/I 8/2004 CITY OF TIGARD
DATE OF FILING: I 2/I 612003 Community�DeveCopment
S(apingA Better Community
CITY OF TIGARD
�Nashington�'ounty, Oregon
NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER
Case Numbers: CONDITIONAL USE PERMIT CUP 2003-00009
DEVELOPMENT ADJUSTMENT VAR 2003-00092
DEVELOPMENT ADJUSTMENT VAR 2003-00093
Case Name: SOUTHWEST CHURCH OF CHRIST ADDITION
Name of Owner: Southwest Church of Christ
Name of Applicant: Orville Grossarth
Address of Applicant: 23990 SW Mor an Lane Sherwood Ore on 97140
Address of Property: 9725 SW Durham Road Ti ard Ore on 97224
Tax Ma ILot Nos.: Washin ton Co. Tax Assessor's Ma No. 2S111 CD, Tax Lot 400.
A FINAI ORDER INCORPORATING TNE FACTS, FINDINGS AND [ONCLUSIONS APPROVING A REQUEST FOR A CONDITIONAL USE AND TWO DEVELOPMENT
AD USI TMENTS• THE CITY OF TIGARD HEARINGS OFFICER HAS REYIEWED THE APPLICANT'S PIANS, NARRATIVE, MATEAIALS, COMMENTS OF REYIEWING AGENCIES,
THE PLANNING DIVISION'S STAFF REPORT AND RECOMMENDATIONS FOR THE APPLICATION DESfRIBED IN FURTNER DETAII IN THE STAFF REPORT. THE
HEARINGS OFFICER HELD A PUBLIC HEARING ON DECEMBER 8. 2003 TO RELEIYE TESTIMONY REGARDING THIS APPLI(ATION. THIS DECISION HAS BEEN
BASED ON THE FACTS, FINDINGS AND CON[LUSIONS CONTAINED WITHIN THIS fINAI ORDER.
Request: ➢ The applicant is requesting Conditional Use approval to construct a 10,900 square foot addition to
the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce
the minimum driveway setback from a collector or arterial street intersection, and an Adjustment to
reduce the required bicycle parking spaces from 23 to 8. At the close of the record, the
Hearings Officer approved all applications, subject to the conditions of app�oval within this
final order.
Zone: R-7: Medium-Density Residential District. Applicable Review Criteria: Community
Development Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755,
18,765, 18.780, 18.790, 18.795 and 18.810.
Action: ➢ O Approval as Requested � Approval with Conditions O Denial
Notice: Notice was published in the newspaper and mailed to:
� Owners of Record Within the Required Distance O Affected Government Agencies
� Area Citizen Involvement Team � The Applicants and Owners
The adopted findings of fact and decision can be obtained from the Planning Division/Community
Development Department at the City of Tigard City Hall.
Final Decision:
THIS DECISION IS FINAL ON DECEMBER 16, 2003 AND BECOMES
EFFECTIVE ON JANUARY 1, 2004 UNLESS AN APPEAL IS FILED.
Appeal:
The decision of the Review Authority is final for purposes of appeal on the date that it is mailed. Any party with
standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section
18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with
the required fee shall be filed with the Director within ten (10) business days of the date the notice of the
decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard
City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223.
THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON DECEMBER 31, 2003.
Questions: If you have any questions, please call the City of Tigard Planning Division at (503) 639-4171.
BEFORE THE LAND USE HEARII�IGS OFFICER
FOR THE CITY OF TIGARD, OREGOIY
Regarding an application by the Southwest Church of ) F I N A L O R D E R
Christ for a conditional use permit for a 10,900-square ) CUP 2003-0009 and
foot addition to an existing church at 9725 SW Durham ) VAR 2003-0092 & 2003-0093
Road in the R-7 zone in the City of Tigard, Oregon ) (Southwest Church of Christ)
A. FINDINGS AND C01�1CLUSI01�1S
1. Orville Grossarth filed the application for the Southwest Church of Christ (the
"applicant"). He requests approval of a conditional use permit to construct a 10,900-
square foot lobby and auditorium as an addition to the existing Southwest Church of
Christ at 9725 SW Durham Road; also known as tax lot 400, WCTM 2S111CD (the
"site"). The applicant also requests approval of an adjustment to reduce the minimum
driveway setback from a collector or arterial intersection and an adjustment to reduce the
number of required bicycle parking spaces from 23 to 8. The Staff Report to the Hearings
Officer dated December l, 2003 (the"Staff Report") contains a history of City review and
development on the site, which the hearings officer incorporatcs as his own.
2. Tigard Hearings Officer Larry Epstein(the"hearings officer") held a duly
noticed public hearing on December 8, 2003 to receive and consider public testimony in
this matter. The record includes a witness list, materials in the casefile as of the close of
the hearing, and an audio record of the hearing. At the beginning of the hearing, the
hearings officer made the declaration required by ORS 197.763. The hearings officer
disclaimed any ex parte contacts, bias or conflicts of interest. The following is a
summary by the hearings officer of selected relevant testimony offered at the hearing.
a. City planner Matt Scheidegger summarized the proposed development,
the applicable approval standards, the Staff Report and recommended conditions of
approval.
b. City planning manager Dick Bewersdorff clarified the"reservation
area" required as a condition of approval along the site's Durham Road frontage.
c. Architect Lane Brown testified for the applicant. He accepted the
findings and conditions of approval in the Staff Report without objections. He also
waived the applicant's right to submit a closing written argument after the public hearing.
d. At the end of the hearing, the hearings officer closed the public record
and announced his intention to approve the application subject to recommended
conditions.
3. City staff recommended that the hearings officer approve the application based
on findings and conclusions and subject to conditions of approval recommended in the
Staff Report. The applicant accepted the conditions. No one disputed the findings in the
Staff Report. The hearings officer agrees with those findings, conclusions and conditions,
and adopts the affirmative findings in the Staff Report as support for this Final Order.
4. Based on the findings and discussion provided or incorporated in this final
order, the hearings officer concludes that the applicant sustained the burden of proof that
the proposed conditional use permit and variances do or will comply with the applicable
criteria of the Community Development Code, provided development that occurs after
this decision complies with applicable local, state, and federal laws and with conditions
of approval warranted to ensure such compliance occurs in fact. Therefore those
applications should be approved subject to such conditions.
B. ORDER
In recognition of the findings and conclusions contained herein, and incorporating
the Staff Report and public testimony and exhibits received in this matter, the hearings
officer hereby approves CUP 2003-00009, VAR 2003-00092 and VAR 2003-00093
(Southwest Church of Christ), subject to the conditions of approval in the Staff Report.
DATED this 16th day of December, 2003.
� �
La Ep ein, sq., AICP
' y of Tigard Land Use Hearings Officer
CUP 2003-00009, VAR 2003-00092 and VAR 2003-00093Hearings O�cer Final Order
(Southwest Church ojChris!) Page 2
r�
Agenda Item: 2.1
Hearin Date: December 8 2003
STAFF REPORT TO THE
HEARINGS OFFICER CITYOFTIGARD
Conrrnunity�DeveCopment
FOR THE CITY C?F TIGARD, OREGON S�+npingA�BetterComrruriity
120 DAYS = 2/18/2004
SECTION I. APPLICATION SUMMARY
FILE NAME: SOUTHWEST CHURCH OF CHRIST ADDITION
CASE NOS: Conditional Use Permit (CUP) CUP2003-00009
Ad�ustment AR VAR2003-00092
Ad�ustment �VAR; VAR2003-00093
APPLICANT: Orville Grossarth OWNER: Southwest Church of Christ
23990 SW Morgan Lane 9725 SW Durham Road
Sherwood, OR 97140 Tigard, OR 97224
APPLICANT'S Lane Brown
REP.: 8026 SE 21StAvenue
Portland, OR 97202
PROPOSAL: The applicant is requesting Conditional Use approval to construct a
10,900 square foot addition to the existing Southwest Church of Christ.
The proposed addition will house a new lobby and auditorium with a new
covered entry. The applicant is also requesting an Adjustment to reduce
the minimum dnveway setback from a collector or arterial street
intersection, and an Adjustment to reduce the required bicycle parking
spaces from 23 to 8.
LOCATION: 9725 SW Durham Road; WCTM 2S111CD, Tax Lot 400.
COMPREHENSIVE
PLAN and
ZONING
DESIGNATION: R-7: Medium-Density Residential District. The R-7 zoning district is
designed to accommodate attached single-family, homes, detached
singfe-family homes with or without accessory residential units, at a
minimum lot size of 5,000 square feet, and duplexes, at a minimum lot
size of 10,000 square feet. Mobile home parks and subdivisions are
also permitted outright. Some civic and institutional uses are also
permitted conditionalry.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Cha pters 18.330, 18.360, 18.370, 18.390,
18.510, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795,
and 18.810.
SECTION II. STAFF REC�MMENDATION
Staff recommends that the Hearings Officer find that the proposed Conditional Use Permit,
Access, and Bicycle Parking Adjustment will not adversely affect the health, safety and
welfare of the City and meets the Approval Standards as outlined in this repo�t. Therefore,
Staff recommends APPROVAL, subject to the following recommended Conditions of
Approval:
5W CHURCH OF CHRIST ADDITION PAGE 1 OF 22 CUP2003-000091VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
CONDITIONS OF APPROVAL
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PR10R TO ISSUANCE OF THE SITE AND/OR BUILDING PERMITS:
u mit to t e anning epartment at ew c ei egger, 7 , ext. 7 or
review and approval:
1. Prior to site work, the applicant shall submit a detailed lighting plan, that shows no
projection off-site and complies with crime prevention requirements of the Tigard
Development Code (TDC) Section 18.360.090(10).
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review
and approval:
2. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is required
for this project to cover the connection to the pubfic water line and any other work m the
public nght-of-way. Six (6) sets of detailed public improvement plans shall be submitted
for review to the Engineering Department. NOTE: these plans are in addition to any
drawin�s required by the Building Division and shall only mclude sheets reTvant to
public improvements. Public Facility Improvement (PFI) permit plans, shall conform to
City of Tigard Public Improvement Design Standards, which are available at City Hall
and the City's web page (www.ci.tigard.or.us).
3. The PFI permit plan submittal shall include the exact legal name, address and telephone
number of the �ndividual or corporate entity w�will be designated as the "Perm�ttee",
and who will provide the financial assurance for the public improvements. For example,
specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the state
within which the entity is incorporated and provide the name of the corporate contact
person. Failure to provide accurate information to the Engineering Department will
delay processing of project documents.
4. Prior to issuance of the Site Permit, the applicant sl�all pay $1,512.50 to the City for the
striping of the bike lane along the frontage of SW 98 Avenue.
5. The applicant shall provide an on-site water quality facility as required by Clean Water
Services Design and Construction Standards (adopted 6y Resolution and Order No.
00-7). Final plans and calculations shall be submitted to the Engineering Department
(Kim McMillan)for review and approval prior to issuance of the site permit. In addition, a
proposed maintenance plan shall be submitted along with the plans and calculations for
review and approval.
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO A FINAL BUILDING INSPECTION:
u mit to the anning Department Mat ew cheidegger, 639-4171, ext. 2437 for
review and approval.
6. Restrict the southern access drive to right-in, right-out only.
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review
and approval:
7. Prior to a final building inspection, the applicant shall complete any work in the public
right-of-way (or public easement) and obtain approval from the Engineering Department.
SW CHURCH OF CHRIST ADDITION PAGE 2 OF 22 CUP2003-00009\VAR2003-00092�VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
i y '
8. Additional right-of-way (ROW) shall be reserved for the Public along the frontage of SW
Durham Road to increase the right�f-way to 52 feet from the centerline. The
description shall be tied to the existing right-of-way centerline. The resenration
document shall be on City forms. Instructions are available from the Engineering
Department. Setbacks will be based on the boundary of the reservation strip, and no
structures are allowed within the right-of-way reserve strip.
FAILURE TO SATISFY THE CONDITIONS OF APPROVAL WITHIN 18 MONTHS OF THE
EFFECTIVE DATE OF THE HEARINGS OFFICER'S DECISION SHALL RENDER THE
HEARINGS OFFICER'S DECtSION VOID.
SECTION III. BACKGROUND INFORMATION
Site Histo :
n 97 , t e City approved the site development plans for the church (SDR18-76). In 1978,
the City denied a conditional use request for weekday use of the church building as a day
school (CU 21-78) apparently due to traffic concerns and location next to an adult only
community. Conditional Use approval was granted in 1987 for a 1,800 square foot
expansion for the SW Church of Christ (CU 87-05). No other development applications were
found to have been filed with the City of`T'igard. .
Site Information and Pro osal Descri tion:
e app icant is requesting on itiona Use approval to construct a 10,900 square foot
addition to the existing Southwest Church of Chnst. The proposed addition will house a new
lobby and auditorium with a new covered entry. The appticant is also requesting an
Adjustment to reduce the minimum driveway setback from a collector or arterial street
intersection, and an Adjustment to reduce the required bicycle parking spaces from 23 to 8.
SECTION IV. DECISION MAKING PROCEDURES, PERMITS AND USE
Use Classification: Section 18.130.020
is s e se ategories.
The applicant is proposing to amend the existing conditional use permit to allow for
construction of a new addition to the existing SW Church of Christ. Churches are permitted by
Conditional Use in all zones. AdJ'ustments to access and parking requirements of this nature
are administrative reviews (Type II). When applications are reviewed concurrently, the highest
review authority co.nsiders them. In this case, the application is subject to a public hearing
before the City of Tigard Hearings Officer.
Summa Land Use Permits: Chapter 18.310
e ines e ecision-ma ing type to which the land-use application is assigned.
The proposed amendment to the existing Conditional Use permit is a Type III-HO decision.
The proposed access and parking adjusfinents are a Type II Administrative review.
SECTION V. NEIGHBORHOOD COMMENTS
The Tigard Community Development Code requires that property owners within 500
feet of the subject site be notified of the proposal, and be given an opportunity for
written comments and/or oral testimony prior to a decision being made. In addition,
the applicant is required to post the si�e with notice of the �ublic hearing. Staff has
verified that the site is posted. Staff has received letters from several surrounding
property owners. The comments that are not specifically addressed in this section
have been addressed elsewhere in this report. The items are as follows:
SW CHURCH OF CHRIST ADDITION PAGE 3 OF 22 CUP2003-00009\VAR2003-00092�VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
No comments were received.
SECTION VI. SUMMARY OF APPLICABLE CRITERIA
A summary of,the applicable criteria in this case, in the Chapter order in which they are
addressed in this repor� are as follows:
A. S ecific Conditional Use Criteria
enera pprova ri eria
Additional Conditions of Approval)
B. A licable Develo ment Code Standards
on i iona ses
18.360 Site Development Review)
18.370 ariances and Adjustments)
18.510 Residential Zoning)
18.705 Access, Egress & Circulation)
18.725 Environmental Performance Standards)
18.745 Landscaping and Screening�
18.755 Mixed Solid Waste & Recyc able Storage)
18.765 Off-Street Parking and Loading Requirements)
18.790 Tree Removal)
18.795 isual Clearance)
C. Additional Site Development Review Approval Standards
D. Street and Utili Im rovement Standards 18.810
E. m�f u y
SECTION VII. APPLICABLE REVIEW CRITERIA AND FINDINGS
A. SPECIFIC CONDITIONAL USE APPROVAL CRITERIA
Section 18.330.010.A states that the purpose of this chapter is to provide standards
and procedures under which a conditional use may be permitted, enlarged or altered if
the site is appropriate and if other appropriate conditions of approval can be met.
There are certain uses which due to the nature of the impacts on surrounding land
uses and public facilities require a case-by-case review and analysis.
Section 18.330.020.A states that a request for approval for a new conditional use shall
be processed as a Type III-HO procedure, as re ulated by Chapter 18.390.050, using
approval criteria contained in Section 18.330.03�A and subject to other requirements
in Chapter 18.330.
General A roval Criteria for a Conditional Use: Section 18.330.030:
e site size an imensions provi e a equate area or e nee s of the proposed use;
The existing site size is 3.0 acres. After the proposed expansion, the site will have 70 percent
site coverage, which is below the maximum allowed (80 percent).
The characteristics of the site are suitable for the proposed use considering size, shape,
location, topography, and natural features;
There are no apparent natural features on this site, and the size, sha pe, and location are not
extraordinary. The site is relatively flat. As discussed in this report, the site appears suitable
for the proposed development. There are several large trees slated to be removed for the
proposed addition. Tree removal is addressed under Chapter 18.790 (Tree Removal).
SW CHURCH OF CHRIST ADDITION PAGE 4 OF Yl CUP2003-OOOd91VAR2003-00092NAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
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All required public facilities have adequate capacity to serve the proposal; and
According to the comments received, all public facilities including streets, storm and sanitary
sewers, and water have adequate capacity to serve the site as discussed in detail elsewhere in
this report.
The applicable requirements of the zoning district are met except as modified by this
chapter.
The following table provides the dimensional standards in the R-7 zone, the additional
dimensional requirements for religious facilities are specified in the Conditional Use Standards
of Section 18.330.050.B.9 and the dimensions proposed for this development.
������� � � � F�STANQARD : � ��;� • CONDITIONAL USE PFtOP
� � � �� �� � �� � ��
eA ,..!_.,, � a���?, . ���, - �` _� �,� :�"�_� . .�•�.. ��� REQUIREMENT � ,
Minimum Lot Size 5,000 s .ft. 20,000 sq.ft 133,400 s .ft
Minimum Lot Width 50 it. SAME AS R-7 285 ft
Minimum Setbacks
Front yard 15 ft 25 ft 173 ft
Side facing street on comer 8 through lots 10 ft 20 it 79 ft
Side yard 5 ft 20 ft 14 ft
Rear yard 15 ft 20 it 210 ft
Maximum Height 35 ft. SAME AS R-7 35 ft
Maximum Site Coverage 2) 80% SAME AS R-7 70%[2]
Minimum Landscape Requirement 20°/. SAME AS R-T 30%
[2] Includes all buildings and impervious surfaces.
As identified in the table above, the applicant's plans show that the dimensional standards for
the proposed expansion meet the Conditional Use standards except for the pre-existing
internal side yard setback, which is 14 feet from the east property line; Staff researched the
property and found an original staff report for the church, which mentioned that the setback
on the east property line appeared to close along with other issues. A denial was
recommended by Staff; however, the Tigard Review Board approved the request with the
current setbacks in June of 1976. The proposed addition is not increasing the east side yard
setback; therefore, the pre-existing non-conformity is not being increased.
The supplementary requirements set forth in other cha pters of this Code including but
not limited to Chapter 18.780, Signs, and Chapter 18.360, Site Development Review, if
applicable, are met or can be conditioned to be satisfied.
The applicable review criteria in this case include the followinq chapters of the Communi�y
Development Code: 18.330, Conditional Use; 18.360, Site Uevelopment Review; 18.37Q,
Variances and Adjustments; 18.390, Decision Making Procedures• 18.510, Residential Zoning
Districts; 18.705 Access, Egress and Circulation� 18.725, �nvironmental Performance
Standards; 18.7�5 Landscap ing and Screening; 18.�'55, Mixed Solid Waste and Recyclables
Storage; 18.765, dff-Street Parking; 18.790, Tree Removal• 18.795, Visual Clearance Areas•
and T8.810, Street and Utility Improvement Standards. Yhe development standards an�
requirements of these chapters are addressed further in this report.
The proposal contains no elements related to the provisions of the following chapters: 18.600,
Community Plan Area Standards; 18.710, Accessory Residential Units; 18.715, Density
Computations; 18.720, Design Compatibility Standards; 18.730, Exceptions to Development
Standard; 18.740, Historic Overlay; 18.742, Home Occupations; 18.750, Manufactured/IVlobile
Home Regulations; 18.760, Nonconforming Situations; 18.775, Sensitive Lands; 18.780,
Temporary Uses; and 18.798, Wireless Communications Facilities. These chapters are,
therefore, found to be inapplicable as approval standards.
The use will comply with the applicable policies of the Comprehensive Plan.
SW CHURCH OF CHRIST ADDITION PAGE 5 OF 22 CUP2003-000091VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
The Comprehensive Plan is implemented by the Community Development Code. Compliance
with Comprehensive Plan policies are, therefore, assured by satisfaction of the applicable
development standards of the development code as addressed within this report.
FINDING: Based on the analysis above, the General Approval Criteria for a Conditional Use
have been satisfied.
Additional Conditions of A roval for Conditional Use.
ec ion . . s a es a e earings u ori y may impose conditions on the
approval of a conditional use, which are found necessary to ensure the use is
compatible with other uses in the vicinity, and that the impact of the proposed use on
the surrounding uses and public facilities is minimized. These conditions may
include, but are not limited to the following:
Limiting the hours, days, place and/or manner of operation;
The maJ'orit� of activities within the expansion of the Church will occur on Sundays. A search
of the City s code enforcement records shows no complaints against the existing church
operations. According to the applicant, there are currently four worship sessions every
Sunday, at 8:00 AM, 9:30 AM, 11:00 AM and 6:00 PM. Week day activities include free
pre-school programs for two hours in the morning and afternoon each Tuesday and
Thursday. ,The pre-school program is limited to 32 children for each session. The current
operatin� times were approved under Conditional Use Permit (CUP) 98-0005. There are no
plans to increase capacity or days of operation for the pre-school. Therefore, Staff does not
find any justification to impose conditions fimiting fhe hours, days, and/or manner of
operation.
Requiring design features, which minimize environmental impacts such as noise,
vibration, air pollution, glare, odor and/or dust;
Hazards that are inherent during construction will be held to the same standards as other
construction within the City of Tigard as regulated by the Tigard Municipal Code (TMC).
Glare will be addressed in fhe discussion of lighting later in this report. All of these items will
be subject to code enforcement review if the applicant exceeds the allowed levels.
Requiring additional setback areas, lot area, andlor lot depth or width;
The buffer requirements are discussed further in this report under Chapter 18.745
Landscaping and Screening.
Limiting the building height, size or lot coverage, and/or location on the site;
Based on the plans submitted, the applicant has designed and placed the addition such that
it meets the underlying zone requirements, as well as, the additional requirements imposed
on conditional uses.
Designating the size, number, location andlor design of vehicle access points;
The subject site has two existin� access points on SW 98�' Avenue. No new access points
are associated with this application. Therefore, this standard does not apply.
Requiring street right-of-way to be dedicated and street(s) to be improved;
Street dedications are addressed later in this report (Chapter 18.810 Street and Utility
Improvement Standards).
Requiring landscaping, screening, drainage and/or surfacing of parking and loading
areas;
SW CHURCH OF CHRIST ADDITION PAGE 6 OF 22 CUP2003-00009\VAR2003-00092�VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
� .
The eastern property line is densely landscaped with a combination of existing trees vertical
shrubbery and a four to six foot hedge, which screens the church from abutting residential
properties. The parking lot is pre-existing with a total of 182 parking stalls. According to the
parking lot landscaping requirements of Chapter 18.745, parking lots will be constructed with
one parking lot tree for every seven spaces. Based on the current standard, the subject site
would be required to plant a minimum of 26 parking lot trees. The parking lot has a total of
ten parking lot trees within landscaped islands; l�owever, because the parking area is
pre-existing non-conforming and it is not being increased, no additional p��king lot trees shall
be conditioned. Street trees exist on both frontages �SW Durham and 98 Ave.). Additional
landscaping will be planted.around the proposed addition. Therefore, Staff does not find any
justification to impose conditions requiring additional landscaping.
Limiting the number, size, location, height and/or lighting of signs;
No new signs are proposed with this application.
Limiting or setting standards for the location and/or intensity of outdoor lighting;
Lighting is an issue that will be discussed when addressing crime prevention later in this
report under(C.)Additional Site Development review Approval Criteria.
Rec�uiring berms, screening or landscaping and the establishment of standards for
their installation and maintenance;
Staff will address additional screening and landscaping later in this report under Chapter
18.745 Landscaping and Screening.
Requiring and designating the size, height, location and/or materials for fences;
The applicant has not proposed fences with this application.
Requiring the protection and preservation of existing trees, soils, vegetation,
watercourses, habitat areas and/or drainage areas;
The pro�osed addition will require the removal of eight large Oak and Plum trees which are
over 12 inches in diameter. No work is being done near areas of trees to remain. Therefore,
no tree protection has been proposed.
Requiring the dedication of su�cient open land area for a greenway adjoining and
within the floodplain when land form alterations and development are allowed within
the 100-year floodplain; and
This development is not adjacent to the 100-year floodplain; therefore, a condition is not
necessary.
Requiring the construction of a pedestrian/bicycle pathway within the floodplain in
accordance with the adopted pedestrian/bicycle pathway plan.
This development is not adjacent to the 100-year floodplain; therefore, a condition is not
necessary.
FINDING: Based on the analysis above, the Additional Conditions of approval standards
have been satisfied.
B. APPLICABLE DEVELOPMENT CODE STANDARDS
Site Development Review — Chapter 18.360:
The Site Development Review approval standards require that a development proposal be
found to be consistent with the vanous standards of the Community Development Code. The
proposal's consistency with these Code Chapters is reviewed in the following sections.
5W CHURCH OF CHRIST ADDITION PAGE 7 OF 22 CUP2003-00009�VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Variances and Ad'ustments — Cha ter 18.370:
ec ion . . . pecia �us men s, states that the Director shall approve or
deny a request for an adjustment to the access and egress standards contained in
Chapter 18.705 of the Tigard Development Code based on the following criteria:
The applicant is requesting an adjustment to allow reduction of the requirement for minimum
driveway setbacks from a collector or arterial street intersection in order to continue using the
existing access to the site. Even though the access is pre-existing non-conforming, the
access, e ress and circulation standards are not referred to Chapter 18.760 (Nonconforming
Situations�. Therefore, an adjustment is required.
Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the
influence area of collector or arterial street intersections. The minimum driveway setback
from a collector or arterial street intersection shall be 150 feet measured from the
right-of-way line to the throat of the proposed drive. SW Durham Road is classified as an
artenal in the Tigard Transportation System Plan. The proposed addition to the church does
not create a need for addifional parking or additional access points to the site. The existing
south drive fror� the parking area is currently located 111 feet from the intersection of SW
Durham and 98 Avenue.
It is possible to share access.
The subject site has two access points that have approximately 24 feet of pavement width.
The existing parking area has a total of 183 parking stalls. According to 18.705 Access
E�ress, and Circulation, a parking area with 'f00-plus parking stalls is required to have a
minimum of two access drives that are 30 feet in width with 24 feet of pavement or one
access drive that is 50 feet in width with 40 feet of pavement. Therefore, if the site was to be
limited to share the furthest access point to the north, the site would be in violation of the
minimum access width of 50 feet with 40 feet of pavement. If the applicant were to increase
the width of the north entrance, existing trees would need to be removed. Therefore, sharing
access is not recommended.
There are no alternative access points on the street in question or from another street;
The original approval of the church in June of 1976 req�ired the applicant to change the
proposed access point from SW Durham Road to SW 98 Ave. The only alternative would
be closing both access points to the site and constn.icting one large access point that was a
minimum of 150 feet from SW Durham. If the applicant was to create one larg e access
point, existing trees would be need to be removed and the parking lot layout would have to
be reconfigured which would result in the loss of existing parking stalls.
The access separation requirements cannot be met;
The requested adjustment is to the spacing requirement of an access point to the influence
area of a collector. The above standard refers to separation between access points.
Therefore, this standard does not apply.
The request is the minimum adjustment required to provide adequate access;
Currently, access to the subject site is adequate. The impacts of relocating the existing
access in question, loss of mature trees and the reconfigurin� of the parking area, would be
greater than allowing, the site to use the existing access points. Therefore, the requested
adjustment is the minimum needed.
The approved access or access approved with conditions will result in a safe access;
Since the original approval of th� existing parking lot access, a traffic control signat was
installed at the intersection of �8 Ave. and Durham Road, providing a left tum lane and
vehicle activated signal from 98 Ave. This has greatly decreased the wait to turn left onto
SW Durham Road and has reduced the left tum que as a result.
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The applicant is proposing a revision of the current south two way drive to restrict existing
vehicles to turn right only, onto SW 98�' Ave. This will reduce the interface of cars exiting the
site with those in fhe que at the signal light.
Coupled with the fac�that the church generated traffic is confined primarily to Sundays, when
the traffic on SW 98 is normally the lightest, the applicant feels {hat the use of the existing
drive will continue to provide a safe access to and from the site.
The visual clearance requirements of Chapter 18.795 will be met.
Visual clearance will continue to be met under this proposal.
FINDING: Based on the applicant's narrative and that the access points are pre-existing, it
is Staff's recommendation that the variance to the access location standard be
approved with the condition that the access be confined to a right turn only for
both entering and exiting vehicles. If the applicant was required to close he
access and create a new access that meets the spacing requirements of the
access mana ement section of Chapter 18.705, the impacts would require the
removal of es�ablished trees and cause the layout of the associated parking lot
and proposed addition to change substantially.
CONDITION:Restrict the southern access drive to right-in, right-out only.
Section 18.370.020.C.7.(e) — Reduction in rec�uired bicycle parking, states that the
director ma� approve a reduction of required b�cycle parking per Section 18.765.050.E
by means o Type II procedure, as governed by Section 18.3g0.040, if the applicant can
demonstrate that the proposed use by its nature would be reasonably anticipated to
generate a lesser need for bicycle parking.
Table 18.765.2, Bicycle Parking Requirement, states a requirement of 1.0 parking space for
every 20 seats in the main assembly area for Religious Institutions.
The auditorium addition for this project will be the main assembly area, with 460 seats at the
basis of 1 seat per 15 square feet of floor area. This would require 23 bicycle spaces. The
requested adjustment is to reduce the required 23 bicycle parking stalls to eight spaces.
There are currently no bike racks and no use of bicycles to access the church for worship
services has been observed by church Staff.
By nature, those attending worship services in the auditorium are dressed more formally than
is conducive to the use of bicycle transportation. The eight bicycle spaces proposed would
provide for youth group meetings, which typically take place in classrooms. It is the feeling of
the applicant that this age group, meetin at times when more casual attire is appropriate,
would be most likely users of bicycles for�ransportation to the church and that the proposed
eight spaces would be adequate to meet that need.
FINDING: Based on the analysis above, Staff agrees that transportation to and from the
subject site by bicycle is not conducive to the nature of the use. Therefore, Staff
supports approval of the proposed adjustment.
Residential Zonin Districts — Cha ter 18.510:
e resi en ia zoning is nc eve opmen s andards are discussed previously in this report
under the Conditional Use standards. It should be noted that Religious Institutions are
permitted conditionally in all residential zones.
Access E ress and Circulation -Cha ter 18.705:
u ic tree ccess:
All vehicular access and egress as required in Sections 18.705.030(H) and
18.705.030(I) shall connect directly with a public or private street approved by the city
for public use and shall be maintained at the required standards on a continuous
basis;
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The subject site has pre-existing access points that connect to SW 98�' Ave. for public use.
Therefore, this standard has been satisfied.
Walkways:
On-site pedestrian walkways shall comply with the following standards: Walkways
shall extend from the ground floor entrances or from the �round floor landing of stairs,
ramps, or elevators of all commercial, institutional, and industrial uses� to the streets
which provide the required access and egress. Walkways shall provide convenient
connections between buildings in multi-building commercial, institutional, and
industrial complexes. Unless impractical, walkways shall be constructed between
new and existing developments and neighboring developments;
The site plan shows a pre-existing walkway that connects the church to SW 98�' Ave.
Therefore, this criterion has been sa{isfied.
Wherever required walkways cross vehicle access driveways or parking lots, such
crossings shall be designed and located for pedestrian safety. Rec�uired walkways
shall be physically separated from motor vehicle traffic and parking by either a
minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal
separation, except that pedestrian crossings of traffic aisles are permitted for
distances no greater than 36 feet if appropriate landscaping, pavement markings, or
contrasting pavement materials are used. Walkways shall be a minimum of four feet in
width, exclusive of vehicle overhangs and obstructions such as mailboxes, benches,
bicycle racks, and sign posts, and shall be in compliance with ADA standards; and
The pre-existing walkway crosses the associated parking area for a distance of 26 feet,
which is less than the maximum 36 feet allowed by the above standard.
Required walkwaxs shall be paved with hard surfaced materials such as concrete,
asphalt, stone brick, etc. Walkways may be required to be lighted and/or signed as
needed for sa�ety purposes. Soft-surfaced public use pathways may be provided only
if such pathways are provided in addition to required pathways.
The applicant has proposed a concrete walkway in front of the proposed addition which
connecfs with the walkway that crosses the asphalt parking area. Therefore, this standard is
met.
Access Manaqement (Section 18.705.030.H)
�ecfio� . . . . sfa e�s f� a�ss report shall be submitted with all new
development proposals which verifies design of driveways and streets are safe by
meeting adequate stacking needs, sight distance and deceleration standards as set by
ODOT, Washington County, the City and AASHT�.
The applicant has indicated that vision clearance and sight distance standards were met with
previous land use decisions. Because there is no change to existing accessways, no post
construction sight-distance certification will be required.
Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the
influence area of collector or arterial street intersections. Influence area of
intersections is that area where queues of traffic commonly form on approach to an
intersection. The minimum driveway setback from a collector or arterial street
intersection shall be 150 feet, measured from the right-of-way line of the intersecting
street to the throat of the proPosed driveway. The setback may be greater depending
upon the influence area, as determined from City Engineer review of a traffic impact
report submitted by the applicant's traffic engineer. In a case where a project has less
than 150 feet of street frontage, the applicant must explore any option for shared
access with the adjacent parcel. If shared access is not possible or practical, the
driveway shall be placed as far from the intersection as possible.
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The applicant has applied for an adjustment to this standard. Access from Durham Road is
not allowed; therefore access cannot be obtained from another st�eet. Relocating the
existing driveway further to the north would increase congestion on 98 because of the loss
of separation between the two points of access. The applicant has stated that since the
original approval �f the parking lot access, that a traffic signal has been installed at the
intersection of 98 Avenue and Durham Road. The signal has reduced the wait and
therefore the queuing of left turns onto Durham Road. The applicant is also proposing that
the driveway nearest the intersection be changed to a right turn only (for both entering and
exiting vehicles). The applicant has also pointed out that most church {raffic is generated on
Sundays when other tra�c is considerably lower. Sunday morning is the peak time for traffic
flowin� into the parking lot and closing one of the driveways would result in more congestion
on 98 Avenue and Durham Road as cars wait to turn into the parking lot.
Staff concurs with the applicant and recommends approval of the adjustment.
Minimum Access Requirements for Commercial and Industrial Use:
Section 18.705.030.1 provides the minimum access requirements for commercial and
industrial uses: Table 18.705.3 indicates that the required access width for
developments with less than 99 parking spaces is one 30-foot-wide access with a 24-
foot pavement width.
The subject site has a total of 183 parking stalls with finro existing access drives with 24 feet of
pavement, which is the minimum access required.
FINDING: Based on the analysis above, the Access Egress and Circulation Standards have
been satisfied.
Environmental Performance Standards— Cha ter 18.725:
equires at e era an s a e environmenta aws, ru es and regulations be applied to
development within the Cit� of Tigard. Section 18.725.030 Performance Standards
regulates: Noise, visible emissions, vibration and odors.
Noise. For the purposes of noise regulation, the provisions of Sections 7.41.130
t roug 7.40.210 of the Tigard Municipal Code shall apply.
Visible Emissions. Within the Commercial zoning districts and the Industrial Park �I-P}
zoning is ric , ere shall be no use, operation or activity which results in a stack or
other point- source emission, other than an emission from space heating, or the
emission of pure uncombined water (steam) which is visible from a rope� line.
DePartment ofi Environmental Quality (DEQ) rules for visible emissions (3�0-21-0 5 and
340-28-070) apply.
Vibration. No vibration other than that caused by highway vehicles, trains and aircraft is
pe— rm�i fea in any given zoning district, which is discernible without instruments at the
property line of the use concerned.
Odors. The emissions of odorous gases or other matter in such quantities as to be
re�Ca iry detectable at any point beyond the property line of the use creating the odors is
prohibited. DEQ rules for odors (340-028-090) apply.
Glare and heat. No direct or sky reflected glare, whether from floodlights or from high
em pera ure processes such as combustion or weldin�, which is visble at the lot line
shall be permitted, and; 1) there shall be no emission or transmission of heat or
heated air which is discernible at the lot line of the source; and 2) these regulations
shall not apply to si�ns or floodlights in parking areas or construction equipment at
the time of construction or excavation work otherwise permitted by this title.
Insects and rodents. All materials including wastes shall be stored and all grounds
s a e main aine in a manner which will not attract or aid the propagation of insects
or rodents or create a health hazard.
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FINDING: Based on the information provided by the applicant, the expanded use of the
property will conform to the above requirements. If for some reason the above
standards were in question, and it was subsequently found that the use was out
of compliance with any of the above standards, the property owner would be
subject to code enforcement, court review, and possible fines until they were
brought back into compliance.
Landsca in and Screenin — Cha ter 18.745:
ree rees: ec ion . . s a es a all development pro ects fronting on a
public street shall be required to plant street trees in accor�ance with Section
18.745.040.0 Section 18.745.040.0 requires that street trees be spaced between 20
and 40 feet apart depending on the size classification of the tree at maturity (small,
medium or large}.
Street trees were planted as part of previous site development permits. No street trees are to
be removed as part of this project and no additional street trees are proposed.
Land Use Buffering and Screening:
Buffering and Screening is required between different txpes of land uses. It is the intent
of these standards to provide for privacy,and protection and reduce or eliminate the
adverse impacts of visual or noise pollution that a development site may impose on
adjacent properties.
The church property is located within a residential zone; however, the site is only bordered by
residential homes on the east side which is presently screened. The south side of the pr�perty
is bordered by SW Durham Road. The west side of the property is bordered by SW 98 Ave.
and the north property line is bordered by a parkin lot associated with the nei�hbonn Tigard
Church of God. The proposed addition will pro�ect�o the west only and will not impact�he east
property line.
Screening S ecial Provisions:
Section 18.74�.050.E requires the screening of parking and loading areas. Landscaped
Parking areas shall include special design features, wfiich effectively screen the parking
ot areas from view. Planting materials �o be installed should achieve a relative balance
between low lying and vertical shrubbery and trees. Trees shall be planted in
landscaped islands in all parking areas, and shall be equally distributed on the basis of
one (1) tree for each seven (7) parking spaces in order to provide a canopy effect. The
minimum dimension on the landscape �slands shall be three (3) feet wide and the
landscaping shall be protected from vehicular damage by some form of wheel guard or
curb.
The parking area is screened by existing landscaping. The parking Iot does not comply with
the requirement to have one tree for every seven parking spaces; however, because the
parking lot is not being modified the non-conformmg aspect of the parking lot is not being
mcreased; no additionaT parking lot landscaping is required.
FINDING: Based on the analysis above, the Landscaping and Screening standards have
been satisfied.
Mixed Solid Waste and Rec clables Stora e— Cha ter 18.755:
apter . requires a new cons ruc ion incorpora es functional and adequate
space for on-site storage and efficient collection of mixed solid waste and source
separated Recyclables prior to pick-up and removal by haulers.
The a�plicant must choose one (1) of the following four (4} methods to demonstrate
comp iance: Minimum Standard Waste Assessment, Comprehensive Recyclin� Plan,
or Franchised Hauler Review anc� Sign-Off. The applicant will have to submit evidence
or a plan, which indicates compliance with this section. Regardless of which method
chosen, the applicant will have to submit a written sign-off from the franchise hauler
regarding the facility location and compatibility.
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The applicant has indicated that there will be no change to the existing 10-foot by 12-foot
exterior storage area that is used for the site.
Location Standards.
To encourage its use, the stora e area for source-separated recyclable shall be co-
located with the storage area �or residual mixed solid waste; (ndoor and outdoor
storage areas shall comply with Uniform Building and Fire Code requirements;
Storage area space requirements can be satisfied with a single location or multiple
locations, and can combine both interior and exterior locations; Exterior storage areas
can be located within interior side yard or rear yard areas. Exterior storage areas shall
not be located within a required front yard setback or in a yard adjacent to a public or
private street; Exterior stora e areas shall be located in central and visible locations
on a site to enhance securi�y for users; Exterior storage areas can be located in a
parking area, if the proposed use provides at least the minimum number of parking
spaces required for the use after deducting the area used for storage. Storage areas
shall be appropriately screened according to the provisions in 18.755.050 C, design
standards; The storage area shall be accessible for collection vehicles and located so
that the storage area will not obstruct pedestrian or vehicle traffic movement on the
site or on pubfic streets adjacent to the site.
No change in the location of the previously approved storage facility is proposed. Therefore,
this standard is met.
Design Standards.
The dimensions of the storage area shall accommodate containers consistent with
current methods of local collection; Storage containers shall meet Uniform Fire Code
standards and be made and covered with waterproof materials or situated in a covered
area; Exterior storage areas shall be enclosed by a sight-obscuring fence wall, or
hedge at least six feet in height. Gate openings which allow access to users and
haufers shall be provided. Gate openings for haulers shall be a minimum of 10 feet
wide and shall be capable of being secured in a closed and open position; Storage
area(s) and containers shall be clearly labeled to indicate the type of materials
accepted.
No change in the existing storage facility is proposed with this application.
FINDING: Because no change to the existing waste facility is proposed, the Mixed Solid
Waste and Recyclable Storage standards have been met.
Off-Street Parkinq and Loadinq (18.765):
Disabled-Accessible Parking:
All parking areas shall be provided with the required number of parking s paces for
disabled persons as specified by the State of Oregon Uniform Building Code and
federal standards. Such parking spaces shall be sized, signed and marked as
required by these regulations.
According to the Oregon Uniform Building Code, a parking facility accommodatin 151-200
spaces requires six ADA accessible spaces. The existing parking area has a to�al of 182
parking stalls. The applicant has indicated that there will be a total of six ADA parking stalls
throughout the site. This criterion is satisfied.
Access Drives:
With regard to access to public streets from off-street parking: access drives from the
street to off-street parking or loading areas shall be designed and constructed to
facilitate the flow of traffic and provide maximum safety for pedestrian and vehicular
traffic on the site; the number and size of access drives shall be in accordance with
the requirements of Chapter, 18.705, Access, Egress and Circulation; access drives
shall be clearly and permanently marked and defined through use of rails, fences,
walls or other barriers or markers on frontage not occupied by service drives; access
drives shall have a minimum vision clearance in accordance with Chapter 18.795,
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Visual Clearance; access drives shall be improved with an asphalt or concrete
surface; and excluding single-family and duplex residences, except as provided by
Subsection 18.810.030.P, groups of two or more parking spaces shall be served by a
service drive so that no backing movements or other maneuvering within a street or
other public right-of-way will be required.
The applicant is proposing to utilize the two existin accesses which have 24 feet of paving.
The TDC requires finro, 30-foot accesses with twen�y-four feet of pavement. Therefore, this
criterion is satisfied.
Loading/unloading driveways:
A driveway designed for continuous forward flow of passenger vehicles for the
purpose of loading and unloading passengers shall be locatec� on the site of any
school or other meeting place which is designed to accommodate more than 25
people at one time.
The applicant did not specifically address this criterion; however, review of the site plan
indicates that this criterion is easily satisfied, by the directional arrows indicating the flow of
passenger vehicles. Therefore, this criterion is satisfied.
Parking Lot Striping:
Except for single-family and duplex residences, any area intended to be used to meet
the off-street Parking requirements as contained in this Chapter shall have all parking
spaces clearl� marked; and all interior drives and access aisles shall be clearly
marked and signed to show direction of flow and maintain vehicular and pedestrian
safety.
No changes to the parking area are proposed with this application. Therefore, this standard
does not apply.
Space and Aisle Dimensions:
Table 18.765.1. outlines the minimum dimensions for angled parking.
The parking area is pre-existing. According, to the site plan, the dimensional requirements
meet the minimum dimensional requirements as outlined in Table 18.765.1 for 90 degree
and angled parking.
Minimum Bicycle Parking Requirements:
The total number of required bicycle parking spaces for each use is specified in Table
18.765.2 in Section 18.765.070.H.
The TDC requires one 1) parking space for every 20 seats in the main assembly area. The
applicant has indicated t at the main sanctuary wi(I have 460 seats. Therefore, the applicant is
required to provide 23 spaces for bicycles. However, the applicant, has requested an
ad1 ustment to reduce the number of stalls from 23 to eight. Therefore, this criterion has been
satisfied.
Minimum Off-Street Parking:
Section 18.765.070.H states that the minimum and maximum parking shall be as
required in Table 18.765.2.
As a result of a code amendment by the Ti ard City Council in March, 2002, religious
institutions must provide one (1) parking space �or every three (3) seats in the main assembly
area. With sea�ing for 460 in the main sanctuar�, the church is required to provide a
minimum of 154 off-street arking spaces.. The existing parking lot will have 182 parking
stalls after the expansion. �herefore, this criterion has been satis�ied.
Off-street loading requirements:
Off-street loading spaces: Commercial, industrial and institutional buildings or
structures to be 6uilt or altered which receive and distribute material or merchandise
by truck shall provide and maintain off-street loading and maneuvering space as
follows:
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1. A minimum of one loading space is required for buildings with 10,000 gross
square feet or more;
2. A minimum of two loading spaces for buildings with 40,000 gross square feet or
more.
Off-street loading dimensions:
1. Each loading berth shall be approved by the City Engineer as to design and
location;
2. Each loading space shall have sufficient area for turning and maneuvering of
vehicles on the s�te. At a minimum, the maneuvering length shall not be less than
twice the overall length of the longest vehicle using the facility site;
3. Entrances and exits for the loading areas shall be provided at locations approved
by the City Engineer in accordance with Chapter 18.710;
4. Screening for off-street loading facilities is required and shall be the same as
screening for parking lots in accordance with Chapter 18.745.
The proposed expansion will be over 10,000 square feet in size, however, it is unlikely that the
church will be receiving and distributing materials or merchandise by truck on a regular basis.
Therefore, this standard does not apply.
FINDING: Based on the analysis above, the Off-Street Parking and Loading requirements
have been met.
Tree Removal — Cha ter 18.790
ec ion . requires at a tree plan for the planting, removal and protection of
trees prepared by a certified arborist be provided for a conditional use application.
The tree plan shall include identification of all existing trees, Identification of a
program to save existing trees or mitigate tree removal over 12 inches in caliper,
identification of which trees are proposed to be removed, and a protection program
defining standards and methods that will be used by the applicant to protect trees
during and after construction.
The applicant has provided a tree plan prepared by a certified arborist that states there are a
total of 34 trees on the site that are in excess of 12-inches in diameter. Eight of the trees
over 12-inches are proposed for removal, leaving 26.
FINDING: The applicant has proposed to retain 76.5 percent of trees over twelve inches
on site requiring no mitigation. Therefore, the Tree Removal Standards have
been satisfied.
Visual Clearance Areas — Cha ter 18.795:
ection . . . s a es t a t e provisions of this chapter shall apply to.all
development including the construction of new structures, the remodeling of existing
structures and to a change of use which increases the on-site parking or loading
requirements or which changes the access requirements.
Section 18.795.030.B. states that a clear vision area shall contain no vehicle, hedge, •
planting, fence, wall structure or temporary or permanent obstruction (except for an
occasional utility pole or tree), exceeding three feet in height, measured from the top
of the curb, or where no curb exists, from the street center line grade, except that
trees exceeding this height may be located in this area, provided all branches below
eight feet are removed.
There are no proposed structures inside of the vision clearance area, and the applicant has
stated in the narrative, that no obstructions will be placed in the visual clearance areas. This
standard is satisfied.
C. ADDITIONAL SITE DEVELOPMENT REVIEW APPROVAL CRITERIA
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12J08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Section 18.360.090(A)(2) through 18.360.090(A)(15) provides additional Site DeveloQment
Review approval standards not necessarily covered by the provisions of the previously
listed sections. These additional standards are addressed immediately below with the
fotlowing exceptions:
The proposal contains no elements related to the provisions of the following and are, therefore,
found to be inapplicable as approval standards:
18.360.090.3 (Exterior Elevations);); 18.360.090.5 (Privacy and Noise: Multi-famil or Group
Living Uses); 18.360.090.6 (Private Outdoor Areas: Multi-family Use); 18.360.09�7 (Shared
Outdoor Recreation Areas: Multi-family Use); 18.360.090.8 (100-year floodplain) and
18.360.090.9 (Demarcation of Spaces).
The following sections were discussed previously in this decision and, therefore, will not be
addressed in this section:
18.360.090.13 (Parking); 18.360.090.12 (Landscaping); 18.360.090.13 (Drainage); and
18.360.090.14 (Provision for the Disabled); 18.360.090.15 (Provisions of the underlying zone).
Com liance with all of the a licable re uirements of this title includin Cha ter 18.810
treet an ti ity an ar s:
As discussed in this report, all applicable sections have been addressed and where the
proposal is deficient, staff has recommended conditions to ensure compliance.
Relationship to the Natural and Physical Environment:
Buildings shall be: located to preserve existing trees� topography and natural
drainage where possible based u pon existing site condit�ons; located in areas not
subject to ground slumping or sliding; located to provide adequate distance between
adjoining buildings for adequate.light, air circulation, and fire-fighting; and oriented
with consideration for sun and wind. Trees shall be preserved to the extent possible.
Replacement of trees is subject to the requirements of Chapter 18.790, Tree Removal.
The applicant has proposed to retain 76.5% of the trees on site that are over 12 inches in
diameter. There are no extraordinary physical or natural restraints that would dictate the
placement of the expansion. No buildmgs or structures are proposed that will hinder air
circulation, or prevent fire-fighting apparatus from performing their jobs. The proposed
structure does not exceed the allowed height. This criterion has been met.
Buffering, screening, and compatibility between adjoining uses:
Bufferin� shall be prov�ded between different types of fand uses and decreased noise
levels, air pollution, visual barrier, on site screening of service areas, stora e areas,
parking lots, and mechanical devices on roof tops shall be considered in de�ermining
the intensity of the buffer or screen.
Buffering and screenin� has been addressed previously in this report (Chapter 18.745
Landscaping and Screening), and has been conditioned such that it will meet t�iis cnterion.
Crime Prevention and Safety:
. Windows shall be located so that areas vulnerable to crime can be surveyed by
the occupants;
. Interior laundry and service areas shall be located in a way that they can be
observed by others;
. Mail boxes shall be located in lighted areas having vehicular or pedestrian
traffic;
. The exterior lighting levels shall be selected and the angles shall be oriented
towards areas vulnerable to crime; and
. Li gh��t fixtures shall be provided in areas having heavy pedestrian or vehicular
tra�fic and in potentially dan gerous areas suc�i as parking lots, stairs, ramps
and abrupt grade changes. Fixtures shall be placed at a height so that light
patterns overlap at a height of seven feet, which is sufficienf to illuminate a
person.
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12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
The City of Tigard Police Department has reviewed this project and has not indicated concem
or objection with the proposal. However, to ensure that the plan addresses crime prevention
concems, the applicant needs to provide a detailed lighting plan to the Tigard Police
Department and the Tigard Planning Department. The cnme prevention standards have not
been fully met.
Public Transit:
Provisions within the plan shall be included for providing for transit if the development
proposal is adjacent to existing or pro�osed transit route; the requirements for transit
facilities shall be based on: the location of other transit facilities in the area; and the
size and type of the proposal. The following facilities may be required after City and
Tri-Met review: bus stop shelters; turnouts for buses; and connecting paths to the
shelters.
SW Durham and SW 98�' Ave. are not considered transit routes. Tri-Met did however,
comment on the proposed development which can be found below in the Agency Comments
section.
FINDING: Based on the anatysis above, the applicant has not satisfied the Site Develo�ment
Review standards. Therefore, if the applicant satisfies the following condition of
approval, the Site Development Review standards will be met.
CONDITION: Prior to site work, the applicant shall submit a detailed lighting plan that shows no
projection off site and complies with crime prevention requirements of the TDC
Section 18.360.090 (10).
D. STREET AND UTILITY IMPROVEMENTS STANDARDS - CHAPTER 18.810
Street and Utility Improvements Standards (Section 18.8101,
Z ap er . provicles cons��ion s an ar s o��implementation of public and
private facilities and utilities such as streets, sewers, and drainage. The applicable
standards are addressed below:
Streets:
Improvements:
Section 18.810.030.A.1 states that streets within a development and streets adjacent
shall be improved in accordance with the TDC standards.
Section 18.810.030.A.2 states that any new.street or additional street width planned as
a portion of an existing street shall be dedicated and improved in accordance with the
TDC.
Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires an Arterial
street to have a 104 foot ri�ht-of-way width and 72-foot paved section. Other
improvements required may include on-street parking, sidewalks and bikeways,
underground utilities, street lighting, storm drainage, and street trees.
This site lies adjacent to SW Durham Road, which is classified as an Arterial on the City of
Tigard Transportation Plan Map, which requires 52 feet from centerline. At present, there is
approximately 45 feet of ROW from centerline, according to the most recent tax assessor's
map. The applicant shall provide a 7 foot wide reserve ROW strip for future street
improvements. The applicant,is, not required to construct such street improvements at this
time. The required reserve stnp is for the future expansion of SW Durham Road to five lanes
(table 8-11 Tigard Transportation Systems Plan). The applicant cannot build any structure
within the reserved ROW strip.
SW 98�' Avenue is currently a Neighborhood Route and fully improved.
SW CHURCH OF CHRIST ADDITION PAGE 17 OF 22 CUP2003-00009NAR2003-00092\VAR2003-00093
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Sanitary Sewers:
Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to
serve each new development and to connect developments to existing mains in
accordance with the provisions set forth in Design and Construction Standards for
Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996
and including any future revisions or amendments) and the adopted policies of the
comprehensive pfan.
Over-sizin�: Section 18.810.090.0 states that proposed sewer systems shall include
consideration of additional development within the area as projected by the
Comprehensive Plan.
The applicant has indicated that the existing sewer connection is adequate to serve this
addition. The applicant's proposal was sent to the Tigard Water Department, which had no
comment on the existing sewer. Therefore, this criterion has been satisfied.
Storm Drainage:
General Provisions: Section 18.810.100.A reyuires developers to make adequate
provisions for storm water and flood water runoff.
Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or
other drainage facility shall be large enough to accommodate potential runoff from its
entire upstream drainage area, wfiether inside or outside the development. The City
Engineer shall approve the necessary size of the facility, based on the provisions of
Design and Construction Standards for Sanitary and Surface Water Management (as
adopted by Clean Water Services in 2000 and including any future revisions or
amendments).
There is no upstream drainage way impacting this development.
Effect on Downstream Drainage: Section 18.810.100.D states that where it is
anticipated by the City Engineer that the additional runoff resulting from the
development will overload an existing drainage facility, the Director and Engineer shall
withhold approval of the development until provisions have been made for
improvement of the potential condition or until provisions have been made for storage
of additional runoff caused by the develoPment in accordance with the Design and
Construction Standards for Sanitary and Surface Water Management (as adopted by
Clean Water Services in 2000 and including any future revisions or amendments).
In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted
the Fanno Creek Watershed Management Plan. Section V of that plan includes a
recommendation that local governmenfs institute a stormwater detention/effective impervious
area reduction program resulting in no net increase in storm peak flows up to the 25-year
event. The City wifl require that all new developments resulting in an increase of impervious
surFaces provide onsite detention facilities, unless the development is located adjacent to
Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will
be permitted to discharge without detention.
The applicant's engineerin9 plans indicate they will be providing on-site detention for the new
impervious area by retrofitting the existing pond.
Bikeways and Pedestrian Pathways:
Bikeway Extension: Section 18.810.110.A states that develoQments adjoining
proposed bikeways identified on the City's adopted pedestrian/bikeway plan shafl
incfude provisions for the future extension of such bikeways through the dedication of
easements or right-of-way.
SW 98�' Avenue is c�esignated as a future bicycle facility on the Tigard Transportation
Systems Plan. SW 98 is fully improved with enough right-of-way for required bikeways.
SW CHURCH OF CHRIST ADDITION PAGE 18 OF 22 CUP2003-00009\VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Cost of Construction: Section 18.810.110.B states that development permits issued
for planned unit developments, conditional use permits, subdivisions, and other
developments which will princi�ally benefit from such bikeways shall be conditioned
to include the cost or construction of bikeway improvements.
The applicant shall pay for the striping costs of the bicycle lane on SW 98�' Avenue.
The amount of the striping would be as follows:
. 369 feet of 8-inch white stripe, at $2.50/If $ 922.50
10 Mono-directional reflective markers @ $4.00/ea $ 40.00
. 2 Bike lane legends @ $175/ea 350.00
. 2 Directional mini-arrows 100/ea 200.00
, •
Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways
within the roadway is five feet per bicycle travel lane. Minimum width for two-way
bikeways separated from the road is eight feet.
Utilities:
Section 18.810.120 states that all utility lines, but not limited to those required for
electric, communication, lighting and cable television services and related facilities
shall be placed underground, except for surface mounted transformers, surface
mounted connection boxes and meter cabinets which max be placed above �round,
temporary utility service facilities during construction, high capacity electric lines
operating at 50,600 volts or above, and:
. The developer shall make all necessary arrangements with the serving utility to
provide the underg round services;
. The City reserves the right to approve location of all surface mounted facilities;
. All underground utilities, including sanitary sewers and storm drains installed in
streets by the developer, shall be cons�ructed prior to the surfacing of the
streets; and
. Stubs for service connections shall be long enough to avoid disturbing the
street improvements when service connections are made.
Exce ption to Under-Grounding Requirement: Section 18.810.120.0 states that a
developer shall pay a fee in-lieu of under-grounding costs when the development is
proposed to take place on a street where existin u�ilities which are not underground
will serve the development and the approval au�hority determines that the cost and
technical difficulty of under-grounding the utilities outweiyhs the benefit of under-
grounding in conjunction with the development. The determination shall be on a case-
by-case basis. The most common, but not the only, such situation is a short frontage
development for which under-grounding would result in the placement of additional
poles, rather than the removal of above-ground utilities facilifies. An applicant for a
development which is served by utilities which are not underground and which are
Iocated across a public right-of-way from the applicant's property shall pay a fee in-
lieu of under-grounding.
There are existing overhead utility lines along the frontage of SW Durham Road and SW 98�'
Avenue. �ur records show that fhe fee-in-lieu of undergrounding utilities was paid as part of
CUP98-0005. Therefore, there is not an additional fee-in-lieu required for this pro�ect.
ADDITIONAL CITY ANDlOR AGENCY CONCERNS WITH STREET AND UTILITY
SW CHURCH OF CHRIST ADDITION PAGE 19 OF 22 CUP2003-OOOOJIVAR2003-00092NAR2003-00093
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Public Water S stem:
iy o igar provi es the�water service in this area. The applicant is planning to tap the
public wa�er line in SW 98 Avenue to provide a fire service vault. Tualatin Va�ley fire an�
Rescue has reviewed the proposal and has not indicated that the fire service vault will be
inadequate. Therefore, this standard has been satisfied.
Storm Water Quali :
e i as agreed to enforce Surface Water Management (SWM) regulations
establis ed by Clean Water Services (CWS) Design and Construction Standards
(adopted by Resolution and Order No. 00-7) which require the construction of on-site
water qual�ty facilities. The facilities shall be designed to remove 65 percent of the
phosphorus contained in 100 percent of the storm water runoff generated from newly
created impervious surFaces. In addition, a maintenance plan shall be submitted
indicating the frequency and method to be used in keeping the facility maintained
through the year.
Prior to issuance of building permit, the applicant shall submit plans and calculations for a
water quality facility that wilf ineet the intent of the CWS Design Standards. In addition, the
applicant shall submit a maintenance plan for the facility that must be reviewed and approved
by the City prior to construction.
To ensure compliance with Clean Water Services design and construction standards, the
applicant shall employ the design engineer responsible for the design and specifications of
the private water quality facility to perform construction and visual observation of the water
quality facility for compfiance with the design and specifications. These inspections shall be
made at significant stages throughout the project and at completion of the construction. Prior
to final building inspection, the design engineer shall provide the City of Tigard (Inspection
Supervisor) wifh written confirmation that the water quality facility is in compliance with the
design and specifications.
The applicant has submitted stormwater calculations that indicate they will treat the runoff
from the new impervious surface area in the existing Extended Dry Detention pond. The
applicant's engineer �s proposing to modify the orifice in the existing flow control structure
and re-grade tf�e pond to accommodate the additional impervious surtace runoff.
E. IMPACT STUDY:
ec ion . . . e states that the applicant.shall provide an impact study to
quantify the effect of development on public facilities and services. For each public
facility system and type of impact, the study shall propose imProvements necessary to
meet City standards, and to minimize the impact of the development on the public at
large, public facilities systems, and affected private property users.
In situations where the Community Development Code requires the dedication of real
propert�r interests, the applicant sfiall either specifically concur with a requirement for
public right-of-way dedication, or provide evidence thaf supports that the real property
dedication is not roughly proportional to the projected impacts of the development.
The applicant has submitted an impact study addressing the required elements above.
ROUGH PROPORTIONALITY ANALYSIS
Section 18.360.090 states, "The Director shall make a finding with respect to each of
the following criteria when approving, approving with conditions or denying an
application:"
Section 18.390.040 states that the applicant shall provide an impact study to quantify
the effect of development on public facilities and services. For each public facility
sxstem and type of impact, the study shall proPose improvements necessary to meet
City standard, and to min�mize the impact of the devefopment on the public at large,
pu[�lic facilities systems, and affected private property users.
SW CHURCH OF CHRIST ADDITION PAGE 20 OF 22 CUP2003-000091VAR2003-00092�VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
� �
, In situations where the Community Development Code requires the dedication of real
propertX interests, the applicant shall either specifically concur with a requirement for
public right-of-way dedication, or provide evidence that supports that the real property
dedication is not roughly proportional to the projected impacts of the devefopment.
Section 18.390.040 states that when a condition of approval requires the transfer to the
public of an interest in real roperty, the approval authority shall adopt findings which
support the conclusion tha�the interest in real property {o be transferred is roughly
proportional to the impact the proposed development will have on the public.
The applicant has provided an impact study addressing the project's. impacts on public
systems. The WasF�ington County Traffic Impact Fee (TrF) is a mitigation measure that is
required at the time of development. Based on a transportation impact study prepared by
Mr. David Larson for the A-Boy Expansion/Dolan II/Resolution 95-61, TIF's are expected to
recapture 32 percent of the traffic impact of new development on the collector and arterial
Street system. The applicant will be required to pay TIF's of approximately $12,234.00
based on the use proposed.
Based on the estimate that total TIF fees cover 32 percent of the impact on major street
improvements citywide, a fee that would cover 100 percent of this pro1 ects traffic impact is
$38,231.25 ($12,234 divided by .32). The difference between the TIF paid, and the full
impact, is considered the unmitigated impact on the street system. The unmitigated impact
of this project on the transportation system is $25,997. The cost of the improvements is
expected to be $1,512.50 for bicycle lane striping. Thus, it meets the roughly proportionality
test.
SECTION VIII. OTHER STAFF COMMENTS
City of Tigard Urban Forester has reviewed the application and has provided the following
comments:
• Beautiful site, too bad they can't put the auditorium somewhere else and save the trees.
City of Tigard Water Department has reviewed the application and has provided the
following comments:
• Fire line to building will come from existing hydrant and extend to the south side of the
building.
SECTION IX. AGENCY COMMENTS
Tualatin Valley Fire and Rescue has reviewed this application and has provided the
following comments:
�� Access roads shall be within 150 feet of all portions of the exterior wall of the first story of
the building as measured by an approved route around the exterior of the building. An
approved furnaround is required if the remaining distance to an approved intersecting
roadway, as measured along the fire apparatus access road, is greater than 150 feef.
(UFC Sec. 902.2.1)
Although the current proposal does not meet this criteria, the Fire District will
approve the submitted access plan based on the fact the building.will be
provided with a complete automatic fire sprinkler system meeting the
requirements of NFPA 13 and will also be provided with a complete automat�c
and manual fire alarm system meeting the requirements of NFPA 72.
2� When buildings are completely protected with an approved automatic fire sprinkler
s stem, the requirements for fire apparatus access may be modified as approved by the
�hief. (UFC Sec. 902.2.1 Exception 1)
SW CHURCH OF CHRIST ADDITION PAGE 21 OF 22 CUP2003-00009\VAR2003-000921VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
s� Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (15
feet for one or two dwelling units and out buildings), and an unobstructed vertical
clearance of not less than 13 feet 6 inches. (UFC Sec. 902.2.2.1)
a� Fire apparatus access roads shall be of an all-weather surface that is easily
distinguishable from the surrounding area and is capable of supporting not less than
12,500 pounds point load (wheel foad) and 50,000 pounds live load (gross vehicle
weight). You may need to provide, documentation from a registered engmeer that the
design will be capable of supporting such loading. Documentation from a registered
engineer that the finished construction is in accordance with the approved lans or the
requirements of the Fire Code may be requested. (Design critena on back�(UFC Sec.
902.2.2)
s� The inside turning radius and outside turning radius shall be not less than 25 feet and 45
feet respectively, measured from the same center point. (UFC Sec. 902.2.2.3) — (See
diagrams on back
s� Where re quired, ire a�pparatus access roadway curbs shall be painted yellow and marked
"NO PARKING FIRE LANE" at each 25 feet. Lettering shall have a stroke of not less than
one inch wide by six inches high. Lettering shall be white on red or black on yellow
back�round. (UFC Sec. 901.4.5.2)
F�re lane stripin� and "IVo Parking"signs wil! be specified upon receipt of fina!
site and circulat�on plans.
�) No portion of the exterior of a commercial building shall be located more than 250 feet
from a fire hydrant when measured in an approved manner around the outside of the
building and along an approved fire apparatus access roadway. Any hydrants that are left
over from the minimum number of hydrant calculations may be full filled by a ydrants that
are up to 500 feet from any point of the building. The fire Prevention Ordinance has
further requirements that need to be used for acceptance and placement of fire hydrants.
(UFC Sec. 903.4.2.1)
No additional fire hydrants will be required.
8� Fire hydrant locations shall be identified by the installation of reflective markers. The
markers shaii be blue. They shall be located adjacent and to the side of the centerline of
the access road way that tfie fire hydrant is located on. In case that there is no center
line, then assume a centerline, and place the reflectors accordingly. (UFC.Sec. 901.4.3)
s� A fire hydrant shall be located within 70 feet of a fire department connection (FDC). Fire
hydrants and FDC's shall be located on the same side of the fire apparatus access
roadway. (UFC Sec. 903.4.2.5) FDC locations shall be approved by the Chief. (1996
Oregon Structural Specialty Code, Sec. 904.1.1)
�o> Approved fire apparatus access roadways and fire fighting water supplies shall be
installed and operational prior to any other construction on the site or subdivision. (UFC
Sec. 8704)
��> A Knox Box for building access is rec�uired for this building. Please contact the Fire
Marsha!'s O�ce for an order form and instructions regarding installation and placement.
(UFC Sec. 902.4)
Tri-Met has reviewed this application and has provided the following comments:
The purpose of Tri-Mets comments are to encourage development pattems that are transit,
bicycle and pedestrian supportive to mitigate for the reduction in secure bike parking. The 8
spaces provided should be as attractive as possible. Covered bike parking should be
required. The church might also consider allowing storage of bikes indoors.
��` December 1. 2003
PREPA E . athe eidegger DATE
Associate Planner
December 1. 2003 �
APP OVED B : Richard Bewers DATE
Planning Mana
SW CHURCH OF CHRIST ADDITION PAGE 22 OF 22 CUP2003-000091VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
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''�� �' HEARINGS 4FFICER
��� � ` � ��;: MONDAY— DECEMBER 8, 2003 -7:00 PM ,,;� sp� '` �
Assistive Listening Devioes are avaitable for persons with impaired hearing and should be scheduled for Hearings Officer meetings by noon on
the Friday prior to the meeting. Please call 50�639-4171, Ext. 2438 (voice) or 503-G84-2772 (fDD - Telecommunications Devices for the
Dea�. Upon request, the City will also endeavor to arrange for qualified sign language interpreters for persons with speech or hearing
impairments and qualified bilingual interpreters.
Since these services must be scheduled with outside service providers, it is important to allow as much lead time as possible.
To request such services, please notify the City of Tigard of your need(s) by 5:00 p.m., no less than one (1)week prior to the
meeting date at the same phone numbers listed above so that we can make the appropriate arrangements.
Hearings are held in Town Hall at the City of Tigard at 13125 SW Hall Boulevard
Staff reports are available to the public 7 days prior to the hearing date
1. CALL TO ORDER
2. PUBLIC HEARING
2.1 SOUTHWEST CHURCH OF CHRIST ADDITION
CONDITIONAL USE PERMIT(CUP) 20�3-00009
VARIANCE (VAR)2003-00092
VARIANCE(VAR)2003-00093
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existing Southwest Church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce the
minimum driveway setback from a collector or arterial street intersection, and an Adjustment to reduce the
required bicycle parking spaces from 23 to 8.
LOCATION: 9725 SW Durham Road;WCTM 2S111 CD, Tax Lot 400.
ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to accommodate
attached single-family homes, detached single-family homes with or without accessory residential units, at
a minimum lot size of 5,000 square feet, and duplexes, at a minimum Iot size of 10,000 square feet.
Mobile home parks and subdivisions are also permitted outright. Some civic and institutional uses are
also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code Chapters
18.330, 18.360, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795,
and 18.810.
3. OTHER BUSINESS
4. ADJOURNMENT
SUBJECT TO CHANGE
Page 1 of 1
:
Agenda Item: 2.1
Hearin Date: December 8 2003
STAFF REPORT TO THE
HEARINGS OFFICER CITYOFTIGARO
Community�Dcvefopment
FOR THE CITY OF TIGARD, OREGON .s���tn����e�trr���nrmu«<ly
120 DAYS = 2l1812004
SECTION I. APPLICATION SUMMARY
FILE NAME: SOUTHWEST CHURCH OF CHRIST ADDITION
CASE NOS: Conditional Use Permit (CUP) CUP2003-00009
Adjustment AR VAR2003-00092
Ad�ustment �VAR� VAR2003-00093
APPLICANT: Orville Grossarth OWNER: Southwest Church of Christ
23990 SW Morgan Lane 9725 SW Durham Road
Sherwood, �R 97140 Tigard, OR 97224
APPLICANT'S Lane Brown
REP.: 8026 SE 21St Avenue
Po�tland, OR 97202
PROPOSAL: The applicant is requesting Conditional Use approval to construct a
10,900 square foot addition to the existing Southwest Church of Christ.
The proposed addition will house a new lobby and auditorium with a new
covered entry. The applicant is also requesting an Adjustment to reduce
the minimum driveway setback from a collector or arterial street
intersection, and an Adjustment to reduce the required bicycle parking
spaces from 23 to 8.
LOCATION: 9725 SW Durham Road; WCTM 2S111 CD, Tax Lot 400.
COMPREHENSIVE
PLAN and
ZONING
DESIGNATION: R-7: Medium-Density Residential District. The R-7 zoning district is
designed to accommodate attached single-family. homes, detached
singre-family homes with or without accessory residential units, at a
minimum lot size of 5,000 square feet, and duplexes, at a minimum lot
size of 10,000 square feet. Mobile home parks and subdivisions are
also permitted outri ht. Some civic and institutional uses are also
permi�ted conditional�y.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Cha pters 18.330, 18.360, 18.370, 18.390,
18.510, 18.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795,
and 18.810.
SECTION II. STAFF RECOMMENDATION
Staff recommends that the Hearings Officer find that the proposed Conditional Use Permit,
Access, and Bicycle Parking Adjustment will not adversely affect the health, safety and
welfare of the City and meets the Approval Standards as outlined in this report. Therefore,
Staff recommends APPROVAL, subject to the following recommended Conditions of
ApprovaL•
SW CHURCH OF CHRIST ADDITION PAGE 1 OF 22 CUP2003-000091VAR2003-0OQ921VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
CONDITI�NS OF APPROVAL
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO ISSUANCE OF THE SITE AND/OR BUILDING PERMITS:
u mit to t e anning epartment at ew c ei egger, 7 , ext. 7 or
review and approval:
1. Prior to site work, the applicant shall submit a detailed lighting plan, that shows no
projection off-site and complies with crime prevention requirements of the Tigard
Development Code (TDC) Section 18.360.090(10).
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review
and approval:
2. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is required
for this project to cover the connection to the pubiic water line and any other work m the
public nght-of-way. Six (6) sets of detailed public improvement plans shall be submitted
for review to the Engineering Department. NOTE: these plans are in addition to any
drawings required by the Building Division and shall only mclude sheets rervant to
public improvements. Public Facility Improvement (PFI) permit plans shall conform to
City of Tigard Public Improvement Design Standards, which are available at City Hall
and the City's web page (www.ci.tigard.or.us).
3. The PFI permit plan submittal shall include the exact legal name, address and telephone
number of the individual or corporate entity w�will be designated as the "Permittee",
and who will provide the financial assurance for the public improvements. For example,
specify if the entity is a corporation, limited partnership, LLC, etc. Also specify the sfate
within which the entity is,incorporated and provide the name of the corporate contact
person. Failure to provide accurate mformation to the Engineering Department will
delay processing of project documents.
4. Prior to issuance of the Site Permit, the applicant sF�all pay $1,512.50 to the City for the
striping of the bike lane along the frontage of SW 98 Avenue.
5. The applicant shall provide an on-site water quality facility as required by Clean Water
Services Design and Construction Standards (adopted 6y Resolution and Order No.
00-7). Final plans and calculations shall be submitted to the Engineering Department
(Kim McMillan)for review and approval prior to issuance of the site permit. In addition, a
proposed maintenance plan shall be submitted along with the plans and calculations for
review and approval.
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO A FINAL BUILDING INSPECTION:
u mit to the anning Department Mathew cheidegger, 639-4171, ext. 2 37 or
review and approval.
6. Restrict the southern access drive to right-in, right-out only.
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review
and approval:
7. Prior to a final building inspection, the applicant shall complete any work in the public
right-of-way (or public easement) and obtain approval from the Engineering Department.
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12/08l2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
8. Additional right-of-way (ROW) shall be reserved for the Public along the frontage of SW
Durham Road to increase the right-of-way to 52 feet from the centerline. The
description shall be tied to the existing nght-of-way centerline. The reservation
document shall be on City forms. Instructions are available from the Engineering
Department. Setbacks will be based on the boundary of the reservation strip, and no
structures are allowed within the right-of-way reserve stnp.
FAILURE TO SATISFY THE CONDITIONS OF APPROVAL WITHIN 18 MONTHS OF THE
EFFECTIVE DATE OF THE HEARINGS OFFICER'S DECISION SHALL RENDER THE
HEARINGS OFFICER'S DECISION VOID.
SECTION III. BACKGROUND INFORMATION
Site Histo :
n , t e City approved the site development plans for the church (SDR18-76). In 1978,
the City denied a conditional use request for weekday use of the church building as a day
school (CU 21-78) apparently due to traffic concerns and location next to an adult only
communit . Conditional Use ap roval was granted in 1987 for a 1,800 square foot
expansion for the SW Church of Christ (CU 87-Ob). No other development applications were
found to have been filed with the City ofTigard.
Site Information and Pro osal Descri tion:
e app icant is requesting on itiona Use approval to construct a 10,900 square foot
addition to the existing Southwest Church of Christ. The proposed addition will house a new
lobby and auditorium with a new covered entry. The applicant is also requesting an
Adjustment to reduce the minimum driveway setback from a collector or arterial street
intersection, and an Adjustment to reduce the required bicycle parking spaces from 23 to 8.
SECTION IV. DECISIDN MAKING PROCEDURES, PERMITS AND USE
Use Classification: Section 18.130.020
is s e se ategories.
The applicant is proposing to amend the existing conditional use permit to allow for
construction of a new addition to the existing SW Church of Christ. Churches are permitted by
Conditional Use in all zones. AdJ'ustments to access and parking requirements of this nature
are administrative reviews (Type tl). When applications are reviewed concurrently, the highest
review authority considers them. In this case, the application is subject to a public heanng
before the City of Tigard Hearings Officer.
Summa Land Use Permits: Chapter 18.310
e ines e ec�sion-ma �ng type to which the land-use application is assigned.
The proposed amendment to the existing Conditional Use permit is a Type III-HO decision.
The proposed access and parking adjusfinents are a Type II Administrative review.
SECTION V. NEIGHBORHOOD COMMENTS
The Tigard Community Development Code requires that property owners within 500
feet of the subject site be notified of the proposal, and be given an opportunity for
written comments and/or oral testimony prior to a decision being made. In addition,
the applicant is required to post the site with notice of the public hearing. Staff has
verified that the site is posted. Staff has received letters from several surrounding
property owners. The comments that are not specifically addressed in this section
have been addressed elsewhere in this report. The items are as follows:
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No comments were received.
SECTION VI. SUMMARY OF APPLICABLE CRITERIA
A summar�r of the applicable criteria in this case, in the Chapter order in which they are
addressed in this report are as follows:
A. S ecific Conditional Use Criteria
enera p rova n ena
Additional onditions of Approval)
B. A licable Develo ment Code Standards
on i iona ses
18.360 Site Development Review)
18.370 Variances and Adjustments)
18.510 Residential Zoning)
18.705 Access, Egress & Circulation
18.725 Environmental Performance tandards)
18.745 Landsca ing and Screenin
18.755 Mixed Solid Waste & Recy9�able Storage)
18.765 Off-Street Parking and Loading Requirements)
18.790 Tree Removal)
18.795 isual Clearance)
C. Additional Site Development Review Approval Standards
D. Street and Utilitv Improvement Standards (18.810)
E. mT pac���l
SECTION VII. APPLICABLE REVIEW CRITERIA AND FINDINGS
A. SPECIFIC CONDITIONAL USE APPROVAL CRITERIA
Section 18.330.010.A states that the purpose of this chapter is to provide standards
and procedures under which a conditional use may be permitted, enlarged or altered if
the site is appropriate and if other appropriate condit�ons of approval can be met.
There are certain uses which due to the nature of the impacts on surrounding land
uses and public facilities require a case-by-case review and analysis.
Section 18.330.020.A states that a request for approval for a new conditional use shall
be processed as a Type III-HO procedure, as re ulated by Chapter 18.390.050, using
approval criteria contained in Section 18.330.03�A and subject to other requirements
in Chapter 18.330.
General A roval Criteria for a Conditional Use: Section 18.330.030:
e site size an imensions provi e a equa e area or t e nee s of the proposed use;
The existing site size is 3.0 acres. After the proposed expansion, the site will have 70 percent
site coverage, which is below the maximum allowed (80 percent).
The characteristics of the site are suitable for the proposed use considering size, shape,
location, topography, and natural features;
There are no aPParent natural features on this site, and the size, sha pe, and location are not
extraordinary. The site is relatively flat. As discussed in this report, the site appears suitable
for the proposed development. There are several large trees slated to be removed for the
proposed addition. Tree removal is addressed under Chapter 18.790 (Tree Removal).
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All required public facilities have adequate capacity to serve the proposal; and
According to the comments received, all public facilities including streets, storm and sanitary
sewers, and water have adequate capacity to serve the site as discussed in detail elsewhere in
this report.
The applicable requirements of the zoning district are met except as modified by this
chapter.
The following table provides the dimensional standards in the R-7 zone, the additional
dimensional requirements for religious facilities are specified in the Conditional Use Standards
of Section 18.330.050.B.9 and the dimensions proposed for this development.
STANUARD R-7 CONDITIONAL USE PROPOSEQ
REQUIREMENT
Minimum Lot Size 5,000 sq.ft. 20,000 sq.ft 133,400 sq.ft
Minimum Lot Width 50 ft. SAME AS R-7 285 ft
Minimum Setbacks
Front yard 15 ft 25 ft 173 ft
Side facing street on comer 8 through lots 10 ft 20 ft 79 ft
Side yard 5 ft 20 ft 14 ft
Rear yard 15 ft 20 ft 210 ft
Maximum Height 35 ft. SAME AS R-7 35 ft
Maximum Site Coverage 2] 80Ye SAME AS R-7 70%[2]
Minimum Landscape Requirement 20°/. SAME AS R-T 30%
[2] Includes all buildings and impervious surfaces.
As identified in the table above, the applicant's plans show that the dimensional standards for
the proposed expansion meet the Conditional Use standards except for the pre-existing
internal side yard setback, which is 14 feet from the east property line: Staff researched the
property and found an original staff report for the church, which mentioned that the setback
on the east property line appeared to close along with other issues. A denial was
recommended by Staff; however, the Tigard Review Board approved the request with the
current setbacks in June of 1976. The proposed addition is not increasing the east side yard
setback; therefore, the pre-existing non-conformity is not being increased.
The supplementary requirements set forth in other chapters of this Code including but
not limited to Chapter 18.780, Signs, and Chapter 18.360, Site Development Review, if
applicable, are met or can be conditioned to be satisfied.
The applicable review criteria in this case include the followinq chapters of the Communi�y
Development Code: 18.330, Conditional Use; 18.360, Site Uevelopment Review; 18.37Q,
Variances and Adjustments; 18.390, Decision Making Procedures• 18.510, Residential Zoning
Districts; 18.705 Access, Egress and Circulation• 18.725, �nvironmental Performance
Standards; 18.7�5 Landscap ing and Screening; 18.�55, Mixed Solid Waste and Recyclables
Storage; 18.765, dff-Street Parking; 18.790, Tree Removal� 18.795, Visual Clearance Areas•
and T8.810, Street and Utility Improvement Standards. 'The development standards and
requirements of these chapters are addressed further in this report.
The proposal contains no elements related to the provisions of the following chapters: 18.600,
Community Plan Area Standards; 18.710, Accessory Residential Units; 18.715, Density
Computations; 18.720, Design Compatibility Standards; 18.730, Exce ptions to Development
Standard; 18.740, Historic Overlay; 18.742, Home Occupations; 18.750, Manufactured/Mobile
Home Regulations; 18.760, Nonconforming Situations; 18.775, Sensitive Lands; 18.780,
Temporary Uses; and 18.798, Wireless Communications Facilities. These chapters are,
therefore, found to be inapplicable as approval standards.
The use will comply with the applicable policies of the Comprehensive Plan.
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The Comprehensive Plan is implemented by the Community Development Code. Compiiance
with Comprehensive Plan policies are, therefore, assured by satisfaction of the applicable
development standards of the development code as addressed within this report.
FINDING: Based on the analysis above, the General Approval Criteria for a Conditional Use
have been satisfied.
Additional Conditions of A roval for Conditional Use.
ec ion . . s a es a e earings u ori may impose conditions on the
approval of a conditional use, which are found necessa to ensure the use is
compatible with other uses in the vicinity, and that the impac�of the proposed use on
the surrounding uses and public facifities is minimized. These conditions may
include, but are not limited to the following:
Limiting the hours, days, place and/or manner of operation;
The maJ'orit� of activities within the expansion of the Church will occur on Sundays: A search
of the City s code enforcement records shows no complaints against the existmg church
operations. According to the apPlicant, there are currently four worship sessions every
Sunday, at 8:00 AM, 9:30 AM, 11:00 AM and 6:00 PM. Week day activities include free
pre-school programs for two hours in the morning and afternoon each Tuesday and
Thursday. The pre-school program is limited to 32 children for each session. The current
operating times were approved under Conditional Use Permit (CUP) 98-0005. There are no
plans to increase capacity or days of operation for the pre-school. Therefore, Staff does not
find any justification to impose conditions limiting the hours, days, and/or manner of
operation.
Requiring design features, which minimize environmental impacts such as noise,
vibration, air pollution, glare, odor and/or dust;
Hazards that are inherent during construction will be held to the same standards as other
construction within the City of Tigard as regulated by the Tigard Municipal Code (TMC).
Glare will be addressed in fhe discussion of lighting later in this report. All of these items will
be subject to code enforcement review if the applicant exceeds the allowed levels.
Requiring additional setback areas, lot area, and/or lot depth or width;
The buffer requirements are discussed further in this report under Chapter 18.745
Landscaping and Screening.
Limiting the building height, size or lot coverage, and/or location on the site;
Based on the plans submitted, the applicant has designed and placed the addition such that
it meets the underlying zone requirements, as well as, the add�tional requirements imposed
on conditional uses.
Designating the size, number, location andlor design of vehicle access points;
The subject site has two existing access points on SW 98�' Avenue. No new access points
are associated with this application. Therefore, this standard does not apply.
Requiring street right-of-way to be dedicated and street(s) to be improved;
Street dedications are addressed later in this report (Chapter 18.810 Street and Utility
Improvement Standards).
Requiring landscaping, screening, drainage and/or surfacing of parking and loading
areas;
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The eastern property line is densely landscaped with a combination of existing trees vertical
shrubbery and a four to six foot hedge, which screens the church from abutfing residential
properties. The parking lot is pre-existing with a total of 182 parking stalls. According to the
parking lot landscaping requirements of Chapter 18.745, parking lots will be constructed with
one parking lot tree for every seven spaces. Based on the current standard, the subject site
would be required to plant a minimum of 26 parking lot trees. The parking lot has a total of
ten parking lot trees within landscaped islands; however, because the parking area is
pre-existing non-conforming and it is not being mcreased, no additional p��king lot trees shall
be conditioned. Street trees exist on both frontages �SW Durham and 98 Ave.). Additional
landscaping will be planted around the.proposed addition. Therefore, Staff does not find any
justification to impose conditions requiring additional landscaping.
Limiting the number, size, location, height and/or lighting of signs;
No new signs are proposed with this application.
Limiting or setting standards for the location and/or intensity of outdoor lighting;
Lighting is an issue that will be discussed when addressing crime prevention later in this
report under (C.) Additional Site Development review Approval Criteria.
Reyuiring berms, screening or landscaping and the establishment of standards for
the�r installation and maintenance;
Staff will address additional screening and landscaping later in this report under Chapter
18.745 Landscaping and Screening.
Requiring and designating the size, height, location andlor materials for fences;
The applicant has not proposed fences with this application.
Requiring the protection and preservation of existing trees, soils, vegetation,
watercourses, habitat areas andlor drainage areas;
The pro�osed addition will require the removal of eight large Oak and Plum trees which are
over 12 inches in diameter. No work is being done near areas of trees to remain. Therefore,
no tree protection has been proposed.
Requiring the dedication of sufficient open land area for a greenway adjoining and
within the floodplain.when land form alterations and development are allowed within
the 100-year floodpla�n; and
This development is not adjacent to the 100-year floodplain; therefore, a condition is not
necessary.
Requiring the construction of a pedestrian/bicycle pathway within the floodplain in
accordance with the adopted pedestrian/bicycle pathway plan.
This development is not adjacent to the 100-year floodplain; therefore, a condition is not
necessary.
FINDING: Based on the analysis above, the Additional Conditions of approval standards
have been satisfied.
B. APPLICABLE DEVELOPMENT CODE STANDARDS
Site Development Review — Chapter 18.360:
The Site Development Review approval standards require that a development proposal be
found to be consistent with the various standards of the Community Development Code. The
proposal's consistency with these Code Chapters is reviewed in the following sections.
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Variances and Ad'ustments — Cha ter 18.370:
ec ion . . , pecia �us men s, states that the Director shall approve or
deny a request for an adjustment to the access and egress standards contained in
Chapter 18.705 of the Tigard Development Code based on the following criteria:
The applicant is requesting an adjustment to allow reduction of the requirement for minimum
driveway setbacks from a collector or arterial street intersection in order to continue using the
existing access to the site. Even though the access is pre-existing non-conforming, the
access, e ress and circulation standards are not referred to Chapter 18.760 (Nonconforming
Situations�. Therefore, an adjustment is required.
Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the
influence area of collector or arterial street intersections. Tf�e minimum driveway setback
from a collector or arterial street intersection shall be 150 feet measured from the
right-of-way line to the throat of the proposed drive. SW Durham Road is classified as an
artenal in the Tigard Transportation System Plan. The proposed addition to the church does
not create a need for addifional parking or additional access points to the site. The existing
south drive fror�h the parking area is currently located 111 feet from the intersection of SW
Durham and 98 Avenue.
It is possible to share access.
The subject site has two access points that have approximately 24 feet of pavement width.
The existing parking, area has a total of 183 parking stalls. According to 18.705 Access
E�ress, and Circulation, a parking area with 100-plus parking stalls is required to have a
minimum of two access drives that are 30 feet in width with 24 feet of pavement or one
access drive that is 50 feet in width with 40 feet of pavement. Therefore, if the site was to be
limited to share the furthest access point to the north, the site would be in violation of the
minimum access width of 50 feet with 40 feet of pavement. If the applicant were to increase
the width of the north entrance, existing trees would need to be removed. Therefore, sharing
access is not recommended.
There are no alternative access points on the street in question or from another street;
The original approval of the church in June of 1976 req�ired the applicant to change the
proposed access point from SW Durham Road to SW 98 Ave. The only alternative would
be closing both access points to the site and constructing one large access point that was a
minimum of 150 feet from SW Durham. If the applicant was to create one larg e access
point, existing trees would be need to be removed and the parking lot layout would have to
be reconfigured which would result in the loss of existing parking stalls.
The access separation requirements cannot be met;
The requested adjustment is to the spacing requirement of an access point to the influence
area of a collector. The above standard refers to separation between access points.
Therefore, this standard does not apply.
The request is the minimum adjustment required to provide adequate access;
Currently, access to the subject site is adequate. The impacts of relocating the existing
access in question, loss of mature trees and the reconfigurin� of the parking area, would be
greater than allowing the site to use the existing access points. Therefore, the requested
adjustment is the minimum needed.
The approved access or access approved with conditions will result in a safe access;
Since the original approval of th� existing parking lot access, a traffic control signal was
instalted at the intersection of �8 Ave. and Durham Road, providing a left turn fane and
vehicle activated signal from 98 Ave. This has greatly decreased the wait to turn left onto
SW Durham Road and has reduced the left turn que as a result.
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The applicant is proposing a revision of the current south two way drive to restrict existing
vehicles to turn right only, onto SW 98th Ave. This will reduce the interface of cars exiting the
site with those in fhe que at the signal light.
Coupled with the fac�that the church generated traffic is confined rimarily to Sundays, when
the fraffic on SW 98 is normally the lightest, the applicant feels �hat the use of the existing
drive will continue to provide a safe access to and from the site.
The visual clearance requirements of Chapter 18.795 will be met.
Visual clearance will continue to be met under this proposal.
FINDING: Based on the applicant.s narrative and that the access points are pre-existing, it
is Staff's recommendation that the variance to the access location standard be
approved with the condition that the access be confined to a ri�ht turn only for
both entering and exiting vehicles. If the applicant was required to close he
access and create a new access that meets the spacing requirements of the
access mana ement section of Chapter 18.705, the impacts would require the
removal of es�ablished trees and cause the layout of the associated parking lot
and proposed addition to change substantially.
CONDITION:Restrict the southern access drive to right-in, right-out only.
Section 18.370.020.C.7.(e} — Reduction in rec�uired bicycle parking, states that the
director may approve a reduction of required bicycle parking per Section 18.765.050.E
by means of Type II procedure, as governed by Section 18.390.040, if the apQlicant can
demonstrate that the proposed use by its nature would be reasonably anticipated to
generate a lesser need for bicycle parking.
Table 18.765.2, Bicycle Parking Requirement, states a requirement of 1.0 parking space for
every 20 seats in the main assembly area for Religious Institutions.
The auditorium addition for this project will be the main assembly area, with 460 seats at the
basis of 1 seat per 15 square feet of floor area. This would require 23 bicycle spaces. The
requested adjustment is to reduce the required 23 bicycle parkmg stalls to eight spaces.
There are currently no bike racks and no use of bicycles to access the church for worship
services has been observed by church Staff.
By nature, those attendin worship services in the auditorium are dressed more formally than
is conducive to the use o� bicycle transportation. The eight bicycle spaces proposed would
provide for youth group meetings, which typically take place in classrooms. It is the feeling of
the applicant that this age group, meetin at times when more casual attire is appropriate,
would be most likely users of bicycles for�ransportation to the church and that the proposed
eight spaces would be adequate to meet that need.
FINDING: Based on the analysis above, Staff agrees that transportation to and from the
subject site by bicycle is not conducive to the nature of the use. Therefore, Staff
supports approval of the proposed adjustment.
Residential Zonin Districts — Cha ter 18.510:
e resi en ia zoning is ric eve opmen s andards are discussed previously in this report
under the Conditional Use standards. It should be noted that Religious Institutions are
permitted conditionally in all residential zones.
Access E ress and Circulation - Cha ter 18.705:
u ic tree ccess:
All vehicular access and egress as required in Sections 18.705.030(H) and
18.705.030(I) shall connect directly with a public or private street approved by the city
for public use and shall be maintained at the required standards on a continuous
basis;
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The subject site has pre-existing access points that connect to SW 98ih Ave. for public use.
Therefore, this standard has been satisfied.
Walkways:
On-site pedestrian walkways shall comply with the following standards: Walkways
shall extend from the ground floor entrances or from the �round floor landing of stairs,
ramps, or elevators of all commercial, institutional, and industrial uses, to the streets
which provide the required access and egress. Walkways shall provide convenient
connections between buildings in multi-building commercial, institutional, and
industrial complexes. Unless impractical, walkways shall be constructed between
new and existing developments and neighboring developments;
The site plan shows a pre-existin walkway that connects the church to SW 98�' Ave.
Therefore, this criterion has been sa�isfied.
Wherever required walkways cross vehicle access driveways or parking lots, such
crossings shall be designed and located for pedestrian safety. Required walkways
shall be physically separated from motor vehicle traffic and parking by either a
minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal
separation, except that pedestrian crossings of traffic aisles are permitted for
distances no greater than 36 feet if appro�p�riate landscaping, pavement markings, or
contrastin� pavement materials are used. Walkways shall be a minimum of four feet in
width exc usive of vehicle overhangs and obstructions such as mailboxes, benches,
bicyc�e racks, and sign posts, and shall be in compliance with ADA standards; and
The pre-existing walkway, crosses the associated parking area for a distance of 26 feet,
which is less than the maximum 36 feet allowed by the above standard.
Required walkwa�rs shall be paved with hard surfaced materials such as concrete,
asphalt, stone brick, etc. Walkways may be required to be lighted and/or signed as
needed for sa�ety purposes. Soft-surFaced public use pathways may be provided only
if such pathways are provided in addition to required pathways.
The applicant has proposed a concrete walkway in front of the proposed addition which
connects with the walkway that crosses the asphalt parking area. Therefore, this standard is
met.
Access Mana ement (Section 18.705.030.H)
ec ion .7��. . s a es t a an access report shall be submitted with all new
development proposals which verifies design of driveways and streets are safe by
meeting adeyuate stacking needs, sight distance and deceleration standards as set by
ODOT, Washington County, the City and AASHTO.
The applicant has indicated that vision clearance and sight distance standards were met with
previous land use decisions. Because there is no change to existing accessways, no post
construction sight-distance certification will be required.
Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the
influence area of collector or arterial street intersections. Influence area of
intersections is that area where queues of traffic commonly form on approach to an
intersection. The minimum driveway setback from a collector or arterial street
intersection shall be 150 feet, measured from the right-of-way line of the intersecting
street to the throat of the proPosed driveway. The setback may be greater depending
upon the influence area, as determined from City Engineer review of a traffic impact
report submitted by the a�plicant's traffic engineer. In a case where a project has less
than 150 feet of street frontage, the applicant must explore any option for shared
access with the adjacent parcel. If shared access is not possible or practical, the
driveway shall be placed as far from the intersection as possible.
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The applicant has applied for an adjustment to this standard. Access from Durham Road is
not allowed; therefore access cannot be obtained from another st�eet. Relocating the
existing driveway further to the north would increase congestion on 98 because of the loss
of separation between the finro points of access. The applicant has stated that since the
original approval �f the parking lot access, that a traffic signal has been installed at the
intersection of 98 Avenue and Durham Road. The signal has reduced the wait and
therefore the queuing of left turns onto Durham Road. The applicant is also proposing that
the driveway nearest the intersection be changed to a right turn only (for both entering and
exiting vehicles). The applicant has also pointed out that most church traffic is generated on
Sundays when other traffic is considerably lower. Sunday morning is the peak time for traffic
flowin� into the parking lot and closing one of the driveways would result in more congestion
on 98 Avenue and Durham Road as cars wait to turn into the parking �ot.
Staff concurs with the applicant and recommends approval of the adjustment.
Minimum Access Requirements for Commercial and Industrial Use:
Section 18.705.030.1 provides the minimum access requirements for commercial and
industrial uses: Table 18.705.3 indicates that the required access width for
developments with less than 99 parking spaces is one 30-foot-wide access with a 24-
foot pavement width.
The subject site has a total of 183 parking stalls with two existing access drives with 24 feet of
pavement, which is the minimum access required.
FINDING: Based on the analysis above, the Access Egress and Circulation Standards have
been satisfied.
Environmental Performance Standards — Cha ter 18.725:
equires at e era an s a e environmenta aws, ru es and regulations be applied to
development within the Cit� of Tigard. Section 18.725.030 PerFormance Sfandards
regulates: Noise, visible emissions, vibration and odors.
Noise. For the purposes of noise regulation, the provisions of Sections 7.41.130
t r-h o�ug i 7.40.210 of the Tigard Municipal Code shall apply.
Visible Emissions. Within the Commercial zoning districts and the Industrial Park �I-P)
zoning is ric , ere shall be no use, operation or activity which results in a stack or
other point- source emission, other than an emission from space heating, or the
emission of pure uncombined water (steam) which is visible from a ro erty line.
Department of Environmental Quality (DEQ) rules for visible emissions (3�0-�1-0'15 and
340-28-070) apply.
Vibration. No vibration other than that caused by highway vehicles, trains and aircraft is
pe m�fed in any given zoning district, which is discernible without instruments at the
property line of the use concerned.
Odors. The emissions of odorous gases or other matter in such quantities as to be
re�a i'�y detectable at any point beyond the property line of the use creating the odors is
prohibited. DEQ rules for odors (340-028-090) apply.
Glare and heat. No direct or sky reflected glare, whether from floodlights or from high
tempera ure processes such as combustion or weldin�, which is visible at the lot line
shall be permitted, and; 1) there shall be no emission or transmission of heat or
heated air which is discernible at the lot line of the source; and 2) these regulations
shall not apply to si�ns or floodli�hts in parking areas or construction equipment at
the time of construction or excavation work otherwise permitted by this title.
Insects and rodents. All materials including wastes shall be stored and all grounds
s a e main aine in a manner which will not attract or aid the propagation of insects
or rodents or create a health hazard.
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FINDING: Based on the information provided by the applicant, the expanded use of the
property will conform to the above requirements. If for some reason the above
standards were in question, and it was subsequently found that the use was out
of compliance with any of the above standards, the �roperty owner would be
subject to code enforcement, court review, and possible fines until they were
brought back into compliance.
Landsca in and Screenin — Cha ter 18.745:
ree rees: ec �on . . s a es a all development pro ects fronting on a
public street shall be required to plant street trees in accor�ance with Section
18.745.040.0 Section 18.745.040.0 requires that street trees be spaced between 20
and 40 feet apart depending on the s�ze classification of the tree at maturity (small,
medium or large).
Street trees were planted as part of previous site development permits. No street trees are to
be removed as part of this project and no additional street trees are proposed.
Land Use Buffering and Screening:
Buffering and Screening is required between different tXpes of land uses. It is the intent
of these standards to provide for privacy and protection and reduce or eliminate the
adverse impacts of visual or noise pollution that a development site may impose on
adjacent properties.
The church property is located within a residentiat zone; however, the site is only bordered by
residential homes on the east side which is presently screened. The south side of the�pr�perty
is bordered by SW Durham Road. The west side of the property is bordered by SW 98 Ave.
and the north property line is bordered by a parking lot associated with the neighbonn Tigard
Church of God. The proposed addition will pro�ect {o the west only and will not impact�he east
property line.
Screening S ecial Provisions:
Section 18.74�.050.E requires the screening of parking and loading areas. Landscaped
Parking areas shall include special design features, wfiich effectively screen the parking
ot areas from view. Planting materials to be installed should achieve a relative balance
between low lying and vertical shrubbery and trees. Trees shall be planted in
landscaped islands in all parking areas, and shall be equally distributed on the basis of
one (1) tree for each seven (7) parking spaces in order to provide a canopy effect. The
minimum dimension on the landscape islands shall be three (3) feet wide and the
landscaping shall be protected from vehicular damage by some form of wheel guard or
curb.
The parking area is screened by existing landscaping. The parking lot does not comply with
the requirement to have one tree for every seven parking spaces; however, because the
parking lot is not being modified the non-conforming aspect of the parking lot is not being
increased; no additionaf parking lot landscaping is required.
FINDING: Based on the analysis above, the Landscaping and Screening standards have
been satisfied.
Mixed Solid Waste and Rec clables Stora e — Cha ter 18.755:
ap er . requires a new cons ruc ion incorpora es functional and adequate
space for on-site storage and efficient collection of mixed solid waste and source
separated Recyclables prior to pick-up and removal by haulers.
The applicant must choose one (1) of the following four (4) methods to demonstrate
compliance: Minimum Standard Waste Assessment, Comprehensive Recyclin� Plan,
or Franchised Hauler Review anc� Sign-Off. The applicant will have to subm�t evidence
or a plan, which indicates compliance with this section. Regardless of which method
chosen, the a plicant will have to submit a written sign-off from the franchise hauler
regarding the �acility location and compatibility.
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The applicant has indicated that there will be no change to the existing 10-foot by 12-foot
exterior storage area that is used for the site.
Location Standards.
To encourage its use, the storage area for source-separated recyclable shall be co-
located with the storage area for residual mixed solid waste; (ndoor and outdoor
storage areas shall comply with Uniform Building and Fire Code requirements;
Storage area space requirements can be satisfied with a single location or multiple
locations, and can combine both interior and exterior locations; Exterior storage areas
can be located within interior side yard or rear yard areas. Exterior storage areas shall
not be located within a required front yard setback or in a yard adjacent to a public or
private street; Exterior storage areas shall be located in central and visible focations
on a site to enhance security for users; Exterior storage areas can be located in a
parking area, if the proposed use provides at least the minimum number of parking
spaces required for the use after deducting the area used for storage. Storage areas
shall be appropriately screened according to the provisions in 18.755.050 C, design
standards; The storage area shall be accessible for collection vehicles and located so
that the storage area will not obstruct pedestrian or vehicle traffic movement on the
site or on pubfic streets adjacent to the site.
No change in the location of the previously approved storage facility is proposed. Therefore,
this standard is met.
Design Standards.
The dimensions of the storage area shall accommodate containers consistent with
current methods of local collection; Storage containers shall meet Uniform Fire Code
standards and be made and covered with waterproof materials or situated in a covered
area; Exterior storage areas shall be enclosed by a sight-obscuring fence wall, or
hedge at least six feet in height. Gate openings which allow access to users and
hau(ers shall be provided. Gate openings for haulers shall be a minimum of 10 feet
wide and shall be capable of being secured in a closed and open position; Storage
area(s) and containers shall be clearly labeled to indicate the type of materials
accepted.
No change in the existing storage facility is proposed with this application.
FINDING: Because no change to the existing waste facility is proposed, the Mixed Solid
Waste and Recyclable Storage standards have been met.
Off-Street Parkinq and Loadinq (18.765):
Disabled-Accessible Parking:
All parking areas shall be rovided with the required number of parking spaces for
disabled Persons as speci�ed by the State of Oregon Uniform Building Code and
federal standards. Such parking spaces shall be sized, signed and marked as
required by these regulations.
According to the Oregon Uniform Building Code, a parking facility accommodatin 151-200
spaces requires six ADA accessible spaces. The existing parking area has a to�al of 182
parking stalls. The applicant has indicated that there will be a total of six ADA parking stalls
throughout the site. This criterion is satisfied.
Access Drives:
With regard to access to public streets from off-street parking: access drives from the
street to off-street parking or loading areas shall be designed and constructed to
facilitate the flow of traffic and provide maximum safety for pedestrian and vehicular
traffic on the site; the number and size of access drives shall be in accordance with
the requirements of Chapter, 18.705, Access, Egress and Circulation; access drives
shall be clearly and permanently marked and defined through use of rails, fences,
walls or other barriers or markers on frontage not occupied by service drives; access
drives shall have a minimum vision clearance in accordance with Chapter 18.795,
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Visual Clearance; access drives shall be improved with an asphalt or concrete
surface; and excluding single-family and duplex residences, except as provided by
Subsection 18.810.030.P, groups of two or more parking spaces.shall be served by a
service drive so that no backing movements or other maneuvering within a street or
other public right-of-way will be required.
The applicant is proposing to utilize the two existin accesses which have 24 feet of paving.
The TDC requires two, 30-foot accesses with twen�y-four feet of pavement. Therefore, this
criterion is satisfied.
Loadinglunloading driveways:
A driveway designed for continuous forward flow of passenger vehicles for the
purpose of loading and unloading passengers shall be located on the site of any
school or other meeting place which is designed to accommodate more than 25
people at one time.
The applicant did not specifically address this criterion; however, review of the site plan
indicates that this criterion is easily satisfied by the_directional arrows indicating the flow of
passenger vehicles. Therefore, this criterion is satisfied.
Parking Lot Stri�ing:
Except for single-family and duplex residences, any area intended to be used to meet
the off-street parking requirements as contained in this Chapter shall have all parking
spaces clearfx marked; and all interior drives and access aisles shall be clearly
marked and signed to show direction of flow and maintain vehicular and pedestrian
safety.
No changes to the parking area are proposed with this application. Therefore, this standard
does not apply.
Space and Aisle Dimensions:
Table 18.765.1. outlines the minimum dimensions for angled parking.
The parking area is pre-existing. According, to the site plan, the dimensional requirements
meet the mmimum dimensional requirements as outlined in Table 18.765.1 for 90 degree
and angled parking.
Minimum Bicycle Parking Requirements:
The total number of reyuired bicycle parking spaces for each use is specified in Table
18.765.2 in Section 18.765.070.H.
The TDC requires one (1) parking space for every 20 seats in the main assembly area. The
applicant has indicated that the main sanctuary wifl have 460 seats. Therefore, the applicant is
required to provide 23 spaces for bicycles. However, the applicant has requested an
adJ ustment to reduce the number of stalls from 23 to eight. Therefore, this criterion has been
satisfied.
Minimum Off-Street Parking:
Section 18.765.070.H states that the minimum and maximum parking shall be as
required in Table 18.765.2.
As a result of a code amendment by the Tigard City Council in March, 2002, religious
institutions must provide one (1) parking space for every three (3) seats in the main assembly
area. With seatinq for 460 in the main sanctuary, the church is re�uired to provide a
minimum of 154 offi-street arking spaces.. The existing parking lot wil have 182 parking
stalls after the expansion. �herefore, this criterion has been satisfed.
Off-street loading requirements:
Off-street loading spaces: Commercial, industrial and institutional buildings or
structures to be 6uilt or altered which receive and distribute material or merchandise
by truck shall provide and maintain off-street loading and maneuvering space as
follows:
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1. A minimum of one toading space is required for buildings with 10,000 gross
square feet or more;
2. A minirr�um of two loading spaces for buildings with 40,000 gross square feet or
more.
Off-street loading dimensions:
1. Each loading berth shall be approved by the City Engineer as to design and
location;
2. Each loading space shall have sufficient area for turning and maneuvering of
vehicles on the site. At a minimum, the maneuvering length.shall not be less than
twice the overall length of the longest vehicle using {he facility site; ,
3. Entrances and exits for the loading areas shall be provided at locations approved
by the City Engineer in accordance with Chapter 18.710;
4. Screening for off-street loading facilities is required and shall be the same as
screening for parking lots in accordance with Chapter 18.745.
The proposed expansion will be over 10,000 square feet in size, however, it is unlikely that the
church will be receiving and distributing matenals or merchandise by truck on a regular basis.
Therefore, this standard does not apply.
FINDING: Based on the analysis above, the Off-Street Parking and Loading requirements
have been met.
Tree Removal — Cha ter 18.790
ection . requires at a tree plan for the planting, removal and protection of
trees prepared by a certified arborist be provided for a conditional use application.
The tree plan shall include identification of all existing trees, Identification of a
program to save existing trees or mitigate tree removal over 12 inches in caliper,
identification of which trees are proposed to be removed, and a protection program
defining standards and methods that will be used by the applicant to protect frees
during and after construction.
The applicant has provided a tree plan prepared by a certified arborist that states there are a
total of 34 trees on the site that are m excess of 12-inches in diameter. Eight of the trees
over 12-inches are proposed for removal, leaving 26.
FINDING: The applicant has proposed to retain 76.5 percent of trees over twelve inches
on site requiring no mitigation. Therefore, the Tree Removal Standards have
been satisfied.
Visual Clearance Areas — Cha ter 18.795:
ection . . . s ates a t e provisions of this chapter shall apply to,all
development including the construction of new structures, the remodeling of existing
structures and to a change of use which increases the on-site parking or loading
requirements or which changes the access requirements.
Section 18.795.030.B. states that a clear vision area shall contain no vehicle, hedge, -
planting, fence, wall structure or temporary or permanent obstruction (except for an
occasional utility pole or tree), exceeding three feet in height, measured from the top
of the curb, or where no curb exists, from the street center line grade, except that
trees exceeding this height may be located in this area, provided all branches below
eight feet are removed.
There are no proposed structures inside of the vision clearance area, and the applicant has
stated in the narrative, that no obstructions will be placed in the visual clearance areas. This
standard is satisfied.
C. ADDITIONAL SITE DEVELOPMENT REVIEW APPROVAL CRITERIA
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Section 18.360.090(A)(2) through 18.360.090(A)(15) provides additional Site DeveloQment
Review approval standards not necessarily covered by the provisions of the previously
listed sections. These additional standards are addressed immediately below with the
following exceptions:
The proposal contains no elements related to the provisions of the following and are, therefore,
found to be inapplicable as approval standards:
18.360.090.3 (Exterior Elevations);); 18.360.090.5 (Privacy and Noise: Multi-famil or Group
Living Uses); 18.360.090.6 (Private Outdoor Areas: Multi-family Use); 18.360.09�7 (Shared
Outdoor Recreation Areas: Multi-family Use); 18.360.090.8 (100-year floodplain) and
18.360.090.9 (Demarcation of Spaces).
The following sections were discussed previously in this decision and, therefore, will not be
addressed in this section:
18.360.090.13 (Parking); 18.360.090.12 (Landscaping}; 18.360.090.13 (Drainage); and
18.360.090.14 (Provision for the Disabled); 1$.360.090.15 (Provisions of the underlying zone).
Com liance with all of the a licable re uirements of this title includin Cha ter 18.810
treet an ti i an ar s:
As discussed in this report, all applicable sections have been addressed and where the
proposal is deficient, staff has recommended conditions to ensure compliance.
Relationship to the Natural and Physical Environment:
Buildings shall be: located to preserve existing trees� topography and natural
draina e where possible based u�on existing site conditions; located in areas not
subjec� to ground slumping or sliding; located to provide adequate distance between
adjoining buildings for adequate light, air circulation, and fire-fighting; and oriented
with consideration for sun and wind. Trees shall be preserved to the extent possible.
Replacement of trees is subject to the requirements of Chapter 18.790, Tree Removal.
The applicant has proposed to retain 76.5% of the trees on site that are over 12 inches in
diameter. There are no extraordinary physical or natural restraints that would dictate the
placement of the expansion. No buildings or structures are proposed that will hinder air
circulation, or prevent fire-fighting apparatus from performing their jobs. The proposed
structure does not exceed the allowed height. This criterion has been met.
Buffering, screening, and compatibility between adjoining uses:
Bufferin� shall be provided between d�fferent types of land uses and decreased noise
levels, air pollution, v�sual barrier, on site screening of service areas, storage areas,
parking lots, and mechanical devices on roof tops shall be considered in defermining
the intensity of the buffer or screen.
Buffering and screenin� has been addressed previously in this report �Chapter 18.745
Landscaping and Screenmg), and has been conditioned such that it will meet t is critenon.
Crime Prevention and Safety:
. Windows shall be located so that areas vulnerable to crime can be surveyed by
the occupants;
. Interior laundry and service areas shall be located in a way that they can be
observed by others;
. Mail boxes shall be located in lighted areas having vehicular or pedestrian
traffic;
. The exterior lighting levels shall be selected and the angles shall be oriented
towards areas vulnerable to crime; and
. Li�h_t fixtures shall be provided in areas having heavy pedestrian or vehicular
tra�fic and in potentially dan 1erous areas suc�i as parking lots, stairs, ramps
and abrupt grade changes. Fixtures shall be placed at a height so that light
patterns overlap at a height of seven feet, which is sufficienf to illuminate a
person.
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The City of Ti�ard Police Department has reviewed this project and has not indicated concem
or objection with the proposal. However, to ensure that the plan addresses crime prevention
concerns, the applicant needs to provide a detailed lighting plan to the Tigard Police
Department and the Tigard Planning Department. The crime prevention standards have not
been fully met.
Public Transit:
Provisions within the plan shall be included for providing for transit if the development
proposal is adjacent to existing or proposed transit route; the requirements for transit
facilities shall be based on: the locat�on of other transit facilities in the area; and the
size and type of the proposal. The following facilities may be required after City and
Tri-Met review: bus stop shelters; turnouts for buses; and connecting paths to the
shelters.
SW Durham and SW 98th Ave. are not considered transit routes. Tri-Met did however,
comment on the proposed development which can be found below in the Agency Comments
section.
FINDING: Based on the analysis above, the applicant has not satisfied the Site Development
Review standards. Therefore, if the applicant satisfies the following condifion of
approval, the Site Development Review standards will be met.
CONDITION: Prior to site work, the applicant shall submit a detailed lighting plan that shows no
projection off site and complies with crime prevention requirements of the TDC
Section 18.360.090 (10).
D. STREET AND UTILITY IMPROVEMENTS STANDARDS - CHAPTER 18.810
Street and Utilitv Improvements Standards (Section 18.8101
�er�6 provi es cons ruc ion s an ar s or ie implementation of public and
private facilities and utilities such as streets, sewers, and drainage. The applicable
standards are addressed below:
Streets:
Improvements:
Section 18.810.030.A.1 states that streets within a development and streets adjacent
shall be improved in accordance with the TDC standards.
Section 18.810.030.A.2 states that any new street or additional street width planned as
TDCrtion of an existing street shall be dedicated and improved in accordance with the
Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires an Arterial
street to have a 104 foot ri9ht-of-way width and 72-foot paved section. Other
improvements required may include on-street parking, sidewalks and bikeways,
underground utilities, street I�ghting, storm drainage, and street trees.
This site lies adjacent to SW Durham Road, which is classified as an Arterial on the City of
Tigard Transportation Plan Ma� p, which requires 52 feet from centerline. At present, there is
approximately 45 feet of ROW from centerline, according to the most recent tax assessor's
map. The applicant shall provide a 7 foot wide reserve ROW strip for future street
improvements. The applicant, is. not required to construct such street improvements at this
time. The required reserve strip is for the future expansion of SW Durham Road to five lanes
(table 8-11 Tigard Transportation Systems Plan). The applicant cannot build any structure
within the reserved ROW strip.
SW 98�' Avenue is currently a Neighborhood Route and fully improved.
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Sanitary Sewers:
Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to
serve each new development and to connect developments to existing mains in
accordance with the prov�s�ons set forth in Design and Construction Standards for
Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996
and including any future revisions or amendments) and the adopted policies of the
comprehensive pfan.
Over-sizin�: Section 18.810.090.0 states that proposed sewer systems shall include
consideration of additional development within the area as projected by the
Comprehensive Plan.
The applicant has indicated that the existing sewer connection is adequate to serve this
addition. The applicant's proposal was sent fo the Tigard Water Department, which had no
comment on the existing sewer. Therefore, this criterion has been satisfied.
Storm Drainage:
General Provisions: Section 18.810.100.A requires developers to make adequate
provisions for storm water and flood water runoff.
Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or
other drainage facility shall be larg e enough to accommodate potential runoff from its
entire upstream drainage area, wfiether inside or outside the development. The City
Engineer shall approve the necessary size of the facility, based on the provisions of
Design and Construction Standards for Sanitary and Surface Water Management (as
adopted by Clean Water Services in 2000 and including any future revisions or
amendments).
There is no upstream drainage way impacting this development.
Effect on Downstream Drainage: Section 98.810.100.D states that where it is
anticipated by the City Engineer that the additional runoff resulting from the
development will overload an existing drainage facility, the Director and Engineer shall
withhold approval of the development until provisions have been made for
improvement of the potential condition or until provisions have been made for storage
of additional runoff caused by the development in accordance with the Design and
Construction Standards for Sanitary and Surface Water Management (as adopted by
Clean Water Services in 2000 and including any future revisions or amendments).
In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted
the Fanno Creek Watershed Management Plan. Section V of that plan includes a
recommendation that local governmenfs institute a stormwater detention/effective impervious
area reduction program resulting in no net increase in storm peak flows up to the 25-year
event. The City will require that all new developments resulting in an increase of impervious
surfaces provide onsite detention facilities, unless the development is located adjacent to
Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will
be permitted to discharge without detention.
The applicanYs engineering plans indicate they will be providing on-site detention for the new
impervious area by retrofitting the existing pond.
Bikeways and Pedestrian Pathways:
Bikeway Extension: Section 18.810.110.A states that developments adjoining
Proposed bikeways identified on the City's adopted pedestrianlbikeway plan shall
incfude provisions for the future extension of such bikeways through the dedication of
easements or right-of-way.
SW 98�' Avenue is c��signated as a future bicycle facility on the Tigard Transportation
Systems Plan. SW 98 is fully improved with enough right-of-way for required bikeways.
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Cost of Construction: Section 18.810.110.B states that development permits issued
for planned unit developments, conditional use permits, subdivisions, and other
developments which will principally benefit from such bikeways shall be conditioned
to include the cost or construction of bikeway improvements.
The applicant shall pay for the striping costs of the bicycle lane on SW 98�' Avenue.
The amount of the striping would be as follows:
. 369 feet of 8-inch white stripe, at $2.50/1f $ 922.50
. 10 Mono-directional reflective markers @ $4.00/ea $ 40.00
. 2 Bike lane legends @ $175/ea 350.00
. 2 Directional mini-arrows 100/ea 200.00
, •
Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways
within the roadway is five feet per bicycle travel lane. Minimum width for two-way
bikeways separated from the road is eight feet.
Utilities:
Section 18.810.120 states that all utility lines, but not limited to those required for
electric, communication, lighting and cable television services and related facilities
shall be placed underground, except for surFace mounted transformers, surface
mounted connection boxes and meter cabinets which maX be placed above �round,
temporary utility service facilities during construction, h�gh capacity electric lines
operating at 50,600 volts or above, and:
. The developer shall make all necessary arrangements with the serving utility to
provide the underg round services;
. The City reserves the right to approve location of all surFace mounted facilities;
. All underground utilities, including sanitary sewers and storm drains installed in
streets by the developer, shall be constructed prior to the surfacing of the
streets; and
. Stubs for service connections shall be long enough to avoid disturbing the
street improvements when service connections are made.
Exception to Under-Grounding Requirement: Section 18.810.120.0 states that a
developer shall pay a fee in-lieu of under-grounding costs when the development is
proposed to take place on a street where existing ufilities which are not underground
will serve the development and the approval authority determines that the cost and
technical difficulty of under-grounding the utilities outweighs the benefit of under-
grounding in con unction with the development. The determination shall be on a case-
by-case basis. T�e most common, but not the only, such situation is a short frontage
development for which under-grounding would result in the placement of additional
poles, rather than the removal of above-ground utilities facili�ies. An applicant for a
development which is served by utilities which are not underground and which are
located across a public right-of-way from the applicant's property shall pay a fee in-
lieu of under-grounding.
There are existing overhead utility lines along the frontage of SW Durham Road and SW 98�'
Avenue. Our records show that the fee-in-lieu of undergrounding utilities was paid as part of
CUP98-0005. Therefore, there is not an additional fee-in-lieu required for this pro�ect.
ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY
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Public Water S stem:
iy o igar provi es the�hwater service in this area. The applicant is planning to tap the
public wafer line in SW 98 Avenue to provide a fire service vault. Tualatin Valley fire and
Rescue has reviewed the proposal and has not indicated that the fire service vault will be
inadequate. Therefore, this standard has been satisfied.
Storm Water Qualitv:
T��iy as ayreed to enforce Surface Water Management (SWM) regulations
established by Clean Water Services (CWS) Design and Construction Standards
(adopted by Resolution and Order No. 00-7) which require the construction of on-site
water quality facilities. The facilities shall be designed to remove 65 percent of the
phosphorus contained in 100 percent of the storm water runoff generated from newly
created impervious surfaces. In addition, a maintenance plan shall be submitted
indicating fhe frequency and method to be used in keeping the facility maintained
through the year.
Prior to issuance of building permit, the applicant shall submit plans and calculations for a
water quality facility that wilf ineet the intent of the CWS Design Standards. In addition, the
applicant shall submit a maintenance plan for the facility that must be reviewed and approved
by the City prior to constn�ction.
To ensure compliance with Clean Water Services design and construction standards, the
applicant shall emplo y, the design engineer responsible for the design and specifications of
the private water quality facility to perform construction and visual observation of the water
quality facility for compfiance with the design and specifications. These inspections shall be
made at significant stages throughout the project and at completion of the construction. Prior
to final building inspection, the design en�meer shall provide the City of Tigard (Inspection
Supervisor) wifh written confirmation that he water quality facility is in compliance with the
design and specifications.
The applicant has submitted stormwater calculations that indicate they will treat the runoff
from the new impervious surFace area in the existing Extended_ Dry Detention pond. The
applicant's engineer is proposing to modify the onfice in the existing flow control structure
and re-grade the pond to accommodate the additional impervious surface runoff.
E. IMPACT STUDY:
ec ion . . . e states that the a�plicant shall provide an impact study to
quantify the effect of development on pub ic facilities and services. For each public
facility system and type of impact, the study shall propose improvements necessary to
meet City standards, and to minimize the impact of the development on the public at
large, public facilities systems, and affected pr�vate property users.
In situations where the Community Development Code requires the dedication of real
propertX interests, the applicant sFiall either specifically concur with a requirement for
public right-of-way dedication, or provide evidence that supports that the real property
ded�cation is not roughly proportional to the projected impacts of the development.
The applicant has submitted an impact study addressing the required elements above.
ROUGH PROPORTIONALITY ANALYSIS
Section 18.360.090 states, "The Director shall make a finding with respect to each of
the followin�q criteria when approving, approving with conditions or denying an
application:'
Section 18.390.040 states that the applicant shall provide an impact study to quantify
the effect of development on public facilities and services. For each public facility
sXstem and type of impact, the study shall propose improvements necessary to meet
City standard, and to minimize the impact of tFie development on the public at large,
public facilities systems, and affected private property users.
SW CHURCH OF CHR15T ADDITION PAGE 20 OF 22 CUP2003-00009NAR2003-000921VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
, In situations where the Community Development Code requires the dedication of real
propertX interests, the applicant s�iall either specifically concur with a requirement for
public right-of-way dedication, or provide evidence thaf supports that the real property
dedication is not roughly proportional to the projected impacts of the devefopmenf.
Section 18.390.040 states that when a condition of approval requires the transfer to the
public of an interest in real property, the approval authority shall adopt findings which
support the conclusion that the interest in real prope rt.y {o be transferred is roughly
proportional to the impact the proposed development wifi have on the public.
The applicant has provided an impact study addressing the project's impacts on public
systems. The Washington County Traffic Impact Fee (TfF) is a mitigation measure that is
required at the time of development. Based on a transportation impact study prepared by
Mr. David Larson for the A-Boy Expansion/Dolan II/Resolution 95-61, TIF's are expected to
recapture 32 percent of the traffic impact of new development on the collector and arter"ial
Street system. The applicant will be required to pay TIF's of approximately $12,234.00
based on the use proposed.
Based on the estimate that total TIF fees cover 32 percent of the impact on major street
improvements citywide, a fee that would cover 100 percent of this pro1 ects traffic impact is
$38,231.25 ($12,234 divided by .32). The difference between the TIF paid, and the full
impact, is considered the unmitigated impact on the street system. The unmitigated impact
of this project on the transportation system is $25,997. The cost of the improvements is
expected to be $1,512.50 for bicycle lane striping. Thus, it meets the roughly proportionality
test.
SECTION VIII. OTHER STAFF COMMENTS
City of Tigard Urban Forester has reviewed the application and has provided the following
comments:
. Beautiful site, too bad they can't put the auditorium somewhere else and save the trees.
City of Tigard Water Department has reviewed the application and has provided the
following comments:
. Fire line to building will come from existing hydrant and extend to the south side of the
building.
SECTION IX. AGENCY COMMENTS
Tualatin Valley Fire and Rescue has reviewed this application and has provided the
following comments:
�� Access roads shall be within 150 feet of all portions of the exterior wall of the first story of
the building as measured by an approved route around the exterior of the building. An
approved turnaround is required if the remaining distance to an approved intersecting
roadway, as measured along the fire apparatus access road, is greater than 150 feef.
(UFC Sec. 902.2.1)
Although the current proposal does not meet this criteria, the Fire District will
approve the submitted access plan based on the fact the building_will be
provided with a complete automatic fire sprinkler system meeting the
requirements of NFPA 13 and will also be provided with a complete automatic
and manual fire alarm system meeting the requirements of NFPA 72.
�� When buildings are completely protected with an approved automatic fire sprinkler
s stem, the requirements for fire apparatus access may be modified as approved by the
�hief. (UFC Sec. 902.2.1 Exception 1)
SW CHURCH OF CHRIST ADDITION PAGE 21 OF 22 CUP2003-00009\VAR2003-00092�VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
3� Fire apparatus access roads shall have an unobstructed width of not less than 20 feet (15
feet for one or two dwelling units and out buildings), and an unobstructed vertical
clearance of not less than 13 feet 6 inches. (UFC Sec. 902.2.2.1)
a� Fire apparatus access roads shall be of an all-weather surface that is easily
distinguishable from the surrounding area and is capable of supporting not less than
12,500 pounds point load (wheel load) and 50,000 pounds live load (gross vehicle
weight). You may need to provide. documentation from a registered engineer that the
design will be capable of sup orting such loading. Documentation from a registered
engineer that the finished cons�ruction is in accordance with the approved lans or the
requirements of the Fire Code may be requested. (Design criteria on back�(UFC Sec.
902.2.2)
s� The inside turning radius and outside turning radius shall be not less than 25 feet and 45
feet respectively, measured from the same center point. (UFC Sec. 902.2.2.3) — (See
diagrams on back
s� Where required, ire ap aratus access roadway curbs shall be painted yellow and marked
"NO PARKING FIRE �NE" at each 25 feet. Lettering shall have a stroke of not less than
one inch wide by six inches high. Lettering shall be white on red or black on yellow
background. (UFC Sec. 901.4.5.2)
F�re lane stripin� and "No Parking"signs wiI! be specified upon receipt of fnal
site and c�rculat�on plans.
�f No portion of the exterior of a commercial building shall be located more than 250 feet
from a fire hydrant when measured in an approved manner around the outside of the
building and along an approved fire apparatus access roadway. Any hydrants that are left
over from the minimum number of hydrant calculations may be full filled b aydrants that
are up to 500 feet from any point of the building. The fire Prevention �rdinance has
further requirements that need to be used for acceptance and placement of fire hydrants.
(UFC Sec. 903.4.2.1)
No additional�re hydrants will be required.
s> Fire hydrant locations shall be identified by the installation of reflective markers. The
markers shaii be blue. They shall be located adjacent and to the side of the centerline of
the access road way that tfie fire hydrant is located on. In case that there is no center
line, then assume a centerline, and place the reflectors accordingly. (UFC.Sec. 901.4.3)
s) A fire hydrant shall be located within 70 feet of a fire department connection (FDC). Fire
hydrants and FDC's shall be located on the same side of the fire apparatus access
roadway. (UFC Sec. 903.4.2.5� FDC locations shall be approved by the Chief. (1996
Oregon Structural Specialty Co e, Sec. 904.1.1)
�o> Approved fire apparatus access roadways and fire fighting water supplies shall be
installed and operational prior to any other construction on the site or subdivision. (UFC
Sec. 8704)
��� A Knox Box for building access is required for this building. Please contact the Fire
Marshal's Office for an order form and instructions regarding installation and placement.
(UFC Sec. 902.4)
Tri-Met has reviewed this application and has provided the following comments:
The purpose of Tri-Mets comments are to encourage development patterns that are transit,
bicycle and pedestrian supportive to mitigate for the reduction in secure bike parking. The 8
spaces provided should be as attractive as possible. Covered bike parking sfiould be
required. The church might also consider allowing storage of bikes indoors.
�,.r-` December 1, 2003
PREPA E . athe eidegger DATE
Associate Planner
December 1. 2003
APP OVED B : Richard Bewers DATE
Planning Mana
SW CHURCH OF CHRIST ADDITION PAGE 22 OF 22 CUP2003-00009�VAR2003-00092\VAR2003-00093
12/08I2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
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Z W C1TY OF TIGARD PLANNING DIVlSI�N a�� -
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NOTICE TO MORTGAGEE, LIENHOLDER,VENDOR OR SELLER:
THE TIGARD DEVELOPMENT CODE REQUIRES THAT IF YOU RECEIVE THIS NOTICE,
IT SHALL BE PROMPTLY FORWARDED TO THE PURCHASER.
CITY OF TIGARD
Community�Deve(opment
C�� �� ������ ,Shapirtg/1 Better�ommunity
PUBLIC NEARIHG HOTICE
NOTICE IS HEREBY GIVEN THAT THE TIGARD HEARINGS OFFICER, AT A MEETING ON MONDAY
DECEMBER 8, 2003 AT 7:00 PM, IN THE TOWN HALL OF THE TIGARD CIVIC CENTER AT 13125 SW
HALL BOULEVARD, TIGARD, OREGON 97223 WILL CONSIDER THE FOLLOWING APPLICATION:
FILE NOS.: CONDITIONAL USE PERMIT (CUP) 2003-00009
DEVELOPMENT ADjUSTMENT (VAR) 2003-00092
DEVELOPMENT ADJUSTMENT (VAR) 2003-00093
FILE TITLE: SOUTHWEST CHURCH OF CHRIST ADDITION
APPLICANT: Orville Grossarth OWNER: Southwest Church of Christ
23990 SW Morgan Lane 9725 SW Durham Road
Sherwood, OR 97140 Tigard, OR 97224
APPLICANT'S Lane Brown
REP.: 8026 SE 21 St Avenue
Portland, OR 97202
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square
foot addition to the existing Southwest church of Christ. The proposed addition
will house a new lobby and auditorium with a new covered entry. The applicant is
also requesting an Adjustment to reduce the minimum driveway setback from a
collector or artenal street intersection, and an Adjustment to reduce the required
bicycle parking spaces from 23 to 8.
LOCATION: 9725 SW Durham Road; WCTM 2S111CD, Tax Lot 400.
ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes: detached single-family homes with
or without accessory residential units, at a minimum lot size of 5,000 square feet,
and duplexes, at a minimum lot size of 10,000 square feet. Mobile home parks
and subdivisions are also permitted outright. Some civic and institutional uses
are also permitted conditionally.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705,
18.725, 18.745, 18.755, 18,765, 18.780, 18.790, 18.795 and 18.810.
THE PUBLIC HEARING ON THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE RULES OF
CHAPTER 18.390 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURES ADOPTED BY
THE TIGARD CITY COUNCIL AND AVAILABLE AT CITY HALL.
ASSISTIVE LISTENING DEVICES ARE AVAILABLE FOR PERSONS WITH IMPAIRED HEARING. THE CITY WILL
ALSO ENDEAVOR TO ARRANGE FOR QUALIFIED SIGN LANGUAGE INTERPRETERS AND QUALIFIED
BILINGUAL INTERPRETERS UPON REQUEST. PLEASE CALL (503) 639-4171, EXT. 2438 (VOICE) OR (503)
684-2772 (TDD - TELECOMMUNICATIONS DEVICES FOR THE DEAF) NO LESS THAN ONE WEEK PRIOR TO
THE HEARING TO MAKE ARRANGEMENTS.
ANYONE WISHING TO PRESE. NRITTEN TESTIMONY ON THIS P OSED ACTION MAY DO SO IN
WRITING PRIOR TO OR AT THE'riJBLIC HEARING. ORAL TESTIMONY Mr,r BE PRESENTED AT THE PUBLIC
HEARING. AT THE PUBLIC HEARING, THE HEARINGS OFFICER WILL RECEIVE A STAFF REPORT
PRESENTATION FROM THE CITY PLANNER, OPEN THE PUBLIC HEARING, AND INVITE BOTH ORAL AND
WRITTEN TESTIMONY. THE HEARINGS OFFICER MAY CONTINUE THE PUBLIC HEARING TO ANOTHER
MEETING TO OBTAIN ADDITIONAL INFORMATION OR CLOSE THE PUBLIC HEARING AND TAKE ACTION ON
THE APPLICATION.
IF A PERSON SUBMITS EVIDENCE IN SUPPORT TO THE APPLICATION LESS THAN SEVEN (7) DAYS PRIOR
TO THE PUBLIC HEARING, ANY PARTY IS ENTITLED TO REQUEST A CONTINUANCE OF THE HEARING. IF
THERE IS NO CONTINUANCE GRANTED AT THE HEARING, ANY PARTICIPANT IN THE HEARING MAY
REQUEST THAT THE RECORD REMAIN OPEN FOR AT LEAST SEVEN (7) DAYS AFTER THE HEARING. A
REQUEST THAT THE RECORD REMAIN OPEN CAN BE MADE ONLY AT THE FIRST EVIDENTIARY HEARING
(ORS 197.763(6).
INCLUDED IN THIS NOTICE IS A LIST OF APPROVAL CRITERIA APPLICABLE TO THE REQUEST FROM THE
TIGARD COMMUNITY DEVELOPMENT CODE AND THE TIGARD COMPREHENSIVE PLAN. APPROVAL OR
DISAPPROVAL OF THE REQUEST BY THE HEARINGS OFFICER WILL BE BASED UPON THESE CRITERIA AND
THESE CRITERIA ONLY. AT THE HEARING IT IS IMPORTANT THAT COMMENTS RELATING TO THE
REQUEST PERTAIN SPECIFICALLY TO THE APPLICABLE CRITERIA LISTED.
FAILURE TO RAISE AN ISSUE IN PERSON OR BY LETTER AT SOME POINT PRIOR TO THE CLOSE OF THE
HEARING ON THE REQUEST ACCOMPANIED BY STATEMENTS OR EVIDENCE SUFFICIENT TO ALLOW THE
HEARINGS AUTHORITY AN OPORTUNITY TO RESPOND TO THE ISSUE PRECLUDES AN APPEAL TO THE
LAND USE BOARD OF APPEALS BASED ON THAT ISSUE.
ALL DOCUMENTS AND APPLICABLE CRITERIA IN THE ABOVE-NOTED FILE ARE AVAILABLE FOR
INSPECTION AT NO COST OR COPIES CAN BE OBTAINED FOR TWENTY-FIVE CENTS (25c) PER PAGE, OR
THE CURRENT RATE CHARGED FOR COPIES AT THE TIME OF THE REQUEST. AT LEAST SEVEN (7) DAYS
PRIOR TO THE HEARING, A COPY OF THE STAFF REPORT WILL BE AVAILABLE FOR INSPECTION AT NO
COST, OR A COPY CAN BE OBTAINED FOR TWENTY-FIVE CENTS (25�) PER PAGE, OR THE CURRENT RATE
CHARGED FOR COPIES AT THE TIME OF THE REQUEST.
FOR FURTHER INFORMATION PLEASE CONTACT THE STAFF PLANNER MATHEW SCHEIDEGGER AT (503)
639-4171, TIGARD CITY HALL, 13125 SW HALL BOULEVARD, TIGARD, OREGON 97223, OR BY E-MAIL TO
matts@ci.tigard.or.us.
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� �� � � OF CHRIST ADDITION
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REQUEST FOR COMMENTS CITYOFTIOARD
RECEIVED PLANNING ��°"�"`u"Iry��e��"`en`
S�apingA BetterCommunity
DATE: October 24,2003
NOV 2 1 2003 ���- t�-
T0: Barqara Shields,long Range Planning Ma
�� �F TIGARD�� vL r 4
,; `-,-z--�.
FROM: Cit�of Tigard Planning Division `�
STAFF CONTACT: Mathew Scheidegger,Associate Planner[x24311
Phone: [5031639-4111/Fax: [5031684-7297
CONDITIONAL USE PERMIT[CUPI 2003-00009/DEVELOPMENT QDJUSTMENT[VAR2003-00092 8 93
➢ SOUTHWEST CNURCH OF CNRIST ADDITION�
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce the
minimum driveway setback from a coflector or arterial street intersection, and an Adjustment to reduce the
required bicycle parking spaces from 23 to 8. LOCATION: 9725 SW Durham Road; WCTM 2S111 CD,
Tax Lot 400. ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes witfi or without accessory
residential units, at a minimum lot size of 5,000 square feet, and duplexes, at a minimum lot size of 10,000
square feet. Mobile home parks and subdivisions are also permitted outright. Some civic and institutional
uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development
Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.780, 18.790,
18.795 and 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY:
NOVEMBER 7 2003. You may use the space provided be ow or attac a separate etter to return your
comments. ou are unable to res ond b the above date, please phone the staff contact noted above with
your comments an con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
_ We have reviewed the proposal and have no objections to it.
Please contact of our office.
Please refer to the enc ose e er.
_ Written comments provided below:
IName & Number of Person(s) Commenting: I
� v � �3_ �
DATE:/I,�I�/�� PLANS CHECK NO.
� ��
PROJECT TITLE
COUNTYWIDE
TRAFFIC IMPACT FEE
WORKSH E ET APPLICANT:
(FOR NON-SINGLE FAMILY USES) MAILINGADDRESS
CITY/ZIP/PHONE:
TAX MAP NO.:
SITES NO.ADDRESS:
LAND USE CATEGORY RATE PER TRIP
RESIDENTIAL $253.00
BUSINESS AND COMMERCIAL $ 64.00
OFFICE $ 233.00
INDUSTRIAL $244.00
INSTITUTIONAL $ 105.00
PAYMENT METHOD:
CASH/CHECK
CREDIT
BANCROFT(PROMISSORY NOTE)
INSTITUTIONAL ONLY:
DEFER TO OCCUPANCY LAND USE CATEGORY DES IPTION OF USE WEEKDAY AVG. WEEKEND AVG.TRIP RATE
n TRIP RATE
BAS�S: �'S �- � o�,e� 1 D qov �Q�Cc
� �
� ��I� � � .
CALCULATIONS:
�� �� rl. !V xs + ���.J�xa �O �� x !O' / X J��� O� � ! � � �� 1 , �O
�
/� .r„�� �r��� � /D� ��� � � PROJEC��IP GE�IE�TION
�f� 3
FEE� a .z.� . ��
FOR ACCO TING PURPOSES ONLY
ADDITIONAL NOTES:
no c,�.Qd�"s � ,
ROAD AMT. D ��-7, ^
� ��
TRANSIT AML: O� ,�
PREPARE�BY
.
MEMORANDUM
CITY OF TIGARD, OREGON
DATE: 11/20/03
TO: Matt Scheidegger, Associate Planner
FROM: Kim McMillan, Development Review Engine��}�►�
RE: CUP2003-00009 Southwest Church of Christ Addition
Access Manaqement (Section 18.705.030.H)
Section 18.705.030.H.1 states that an access report shall be submitted with
all new development proposals which verifies design of driveways and
streets are safe by meeting adequate stacking needs, sight distance and
deceleration standards as set by ODOT, Washington County, the City and
AAS HTO.
The applicant has indicated that vision clearance and sight distance standards
were met with previous land use decisions. Because the applicant is requesting
an adjustment to the driveway spacing standard the applicanYs engineer shall
provide post-construction sight distance certification.
Section 18.705.030.H.2 states that driveways shall not be permitted to be
placed in the influence area of collector or arterial street intersections.
Influence area of intersections is that area where queues of traffic
commonly form on approach to an intersection. The minimum driveway
setback from a collector or arterial street intersection shall be150 feet,
measured from the right-of-way line of the intersecting street to the throat
of the proposed driveway. The setback may be greater depending upon the
influence area, as determined from City Engineer review of a traffic impact
report submitted by the applicant's traffic engineer. In a case where a
project has less than 150 feet of street frontage, the applicant must explore
any option for shared access with the adjacent parcel. If shared access is
not possible or practical, the driveway shall be placed as far from the
intersection as possible.
The applicant has applied for an adjustment to this standard. Access from
Durham Road is not allowed; therefore access cannot be obtained from another
street. Relocatin�the existing driveway further to the north would increase
congestion on 98 because of the loss of separation between the two points of
access. The applicant has stated that since the original approval of the parking
lot access that a traffic signal has been installed at the intersection of 9gtn
Avenue and Durham Road. The signal has reduced the wait and therefore the
queuing of left turns onto Durham Road. The applicant is also proposing that the
ENGINEERING COMMENTS CUP2003-00009 SW Church of Christ Addition PAGE 1
driveway nearest the intersection be changed to a right turn only (for both
entering and exiting vehicles). The applicant has also pointed out that most
church traffic is generated on Sundays when other traffic is considerably lower.
Sunday morning is the peak time for traffic flowing into the parking lot and closing
one of the driveways would result in more congestion on 98'h Avenue and
Durham Road as cars wait to turn into the parking lot.
Staff concurs with the applicant and recommends approval of the adjustment.
Street And Utilitv Improvements Standards (Section 18.810):
Chapter 18.810 provides construction standards for the implementation of
public and private facilities and utilities such as streets, sewers, and
drainage. The applicable standards are addressed below:
Streets:
Improvements:
Section 18.810.030.A.1 states that streets within a development and streets
adjacent shall be improved in accordance with the TDC standards.
Section 18.810.030.A.2 states that any new street or additional street width
planned as a portion of an existing street shall be dedicated and improved
in accordance with the TDC.
Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires an
Arterial street to have a 104 foot right-of-way width and 72-foot paved
section. Other improvements required may include on-street parking,
sidewalks and bikeways, underground utilities, street lighting, storm
drainage, and street trees.
This site lies adjacent to SW Durham Road, which is classified as an Arterial on
the City of Tigard Transportation Plan Map. At present, there is approximately 45
feet of ROW from centerline, according to the most recent tax assessor's map.
The applicant should provide a 7 foot wide reserve ROW strip for future street
improvements. The applicant is not required to construct such street
improvements at this time. The applicant cannot build any structure within the
reserved ROW strip.
SW 98th Avenue is currently a Neighborhood Route and fully improved
Sanitary Sewers:
Sewers Required: Section 18.810.090.A requires that sanitary sewer be
installed to serve each new development and to connect developments to
ENGINEERING COMMENTS CUP2003-00009 SW Church of Christ Addition PAGE 2
existing mains in accordance with the provisions set forth in Design and
Construction Standards for Sanitary and SurFace Water Management (as
adopted by Clean Water Services in 1996 and including any future
revisions or amendments) and the adopted policies of the comprehensive
plan.
Over-sizing: Section 18.810.090.0 states that proposed sewer systems
shall include consideration of additional development within the area as
projected by the Comprehensive Plan.
The applicant has indicated that the existing sewer connection is adequate to
serve this addition.
Storm Drainage:
General Provisions: Section 18.810.100.A requires developers to make
adequate provisions for storm water and flood water runoff.
Accommodation of Upstream Drainage: Section 18.810.100.0 states that a
culvert or other drainage facility shall be large enough to accommodate
potential runoff from its entire upstream drainage area, whether inside or
outside the development. The City Engineer shall approve the necessary
size of the facility, based on the provisions of Design and Construction
Standards for Sanitary and Surface Water Management (as adopted by
Clean Water Services in 2000 and including any future revisions or
amendments).
There is no upstream drainage way impacting this development.
Effect on Downstream Drainage: Section 18.810.100.D states that where it
is anticipated by the City Engineer that the additional runoff resulting from
the development will overload an existing drainage facility, the Director and
Engineer shall withhold approval of the development until provisions have
been made for improvement of the potential condition or until provisions
have been made for storage of additional runoff caused by the
development in accordance with the Design and Construction Standards
for Sanitary and Surface Water Management (as adopted by Clean Water
Services in 2000 and including any future revisions or amendments).
In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek
and adopted the Fanno Creek Watershed Management Plan. Section V of that
plan includes a recommendation that local governments institute a stormwater
detention/effective impervious area reduction program resulting in no net
increase in storm peak flows up to the 25-year event. The City will require that
all new developments resulting in an increase of impervious surfaces provide
ENGINEERING COMMENTS CUP2003-00009 SW Church of Christ Addition PAGE 3
onsite detention facilities, unless the development is located adjacent to Fanno
Creek. For those developments adjacent to Fanno Creek, the storm water runoff
will be permitted to discharge without detention.
The applicanYs engineering plans indicate they will be providing on-site detention
for the new impervious area by retrofitting the existing pond.
Bikeways and Pedestrian Pathways:
Bikeway Extension: Section 18.810.110.A states that developments
adjoining proposed bikeways identified on the City's adopted
pedestrian/bikeway plan shall include provisions for the future extension of
such bikeways through the dedication of easements or right-of-way.
SW 98th Avenue is designated as a future bicycle facility.
Cost of Construction: Section 18.810.110.B states that development
permits issued for planned unit developments, conditional use permits,
subdivisions, and other developments which will principally benefit from
such bikeways shall be conditioned to include the cost or construction of
bikeway improvements.
The applicant shall pay for the striping costs of the bicycle lane.
The amount of the striping would be as follows:
• 369 feet of 8-inch white stripe, at $2.50/lf $922.50
• 10 Mono-directional reflective markers @ $4.00/ea $40.00
• 2 Bike lane legends @ $175/ea $350.00
• 2 Directional mini-arrows @ $100/ea $200.00
$1512.50
Minimum Width: Section 18.810.110.0 states that the minimum width for
bikeways within the roadway is five feet per bicycle travel lane. Minimum
width for two-way bikeways separated from the road is eight feet.
Utilities:
Section 18.810.120 states that all utility lines, but not limited to those
required for electric, communication, lighting and cable television services
and related facilities shall be placed underground, except for surface
mounted transformers, surface mounted connection boxes and meter
cabinets which may be placed above ground, temporary utility service
facilities during construction, high capacity electric lines operating at
50,000 volts or above, and:
ENGINEERING COMMENTS CUP2003-00009 SW Church of Christ Addition PAGE 4
• The developer shall make all necessary arrangements with the serving
utility to provide the underground services;
• The City reserves the right to approve location of all surFace mounted
facilities;
• All underground utilities, including sanitary sewers and storm drains
installed in streets by the developer, shall be constructed prior to the
surfacing of the streets; and
• Stubs for service connections shall be long enough to avoid disturbing
the street improvements when service connections are made.
Exception to Under-Grounding Requirement: Section 18.810.120.0 states
that a developer shall pay a fee in-lieu of under-grounding costs when the
development is proposed to take place on a street where existing utilities
which are not underground will serve the development and the approval
authority determines that the cost and technical difficulty of under-
grounding the utilities outweighs the benefit of under-grounding in
conjunction with the development. The determination shall be on a case-
by-case basis. The most common, but not the only, such situation is a
short frontage development for which under-grounding would result in the
placement of additional poles, rather than the removal of above-ground
utilities facilities. An applicant for a development which is served by
utilities which are not underground and which are located across a public
right-of-way from the applicant's property shall pay a fee in-lieu of under-
grounding.
There are existing overhead utility lines along the frontage of SW Durham Road
and SW 98th Avenue. The applicant has indicated that the fee-in-lieu of
undergrounding utilities was paid as part of CUP98-0005. Therefore, there is not
an additional fee-in-lieu required for this project.
ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND
UTILITY IMPROVEMENT STANDARDS:
Public Water Svstem:
City of Tigard provides the water service in this area. The applicant is planning
to tap the public water line in SW 98th Avenue to provide a fire service vault.
Storm Water Quality:
The City has agreed to enforce SurFace Water Management (SWM)
regulations established by Clean Water Services (CWS) Design and
Construction Standards (adopted by Resolution and Order No. 00-7) which
require the construction of on-site water quality facilities. The facilities
ENGINEERING COMMENTS CUP2003-00009 SW Church of Christ Addition PAGE 5
shall be designed to remove 65 percent of the phosphorus contained in 100
percent of the storm water runoff generated from newly created impervious
surfaces. In addition, a maintenance plan shall be submitted indicating the
frequency and method to be used in keeping the facility maintained
through the year.
Prior to issuance of building permit, the applicant shall submit plans and
calculations for a water quality facility that will meet the intent of the CWS Design
Standards. In addition, the applicant shall submit a maintenance plan for the
facility that must be reviewed and approved by the City prior to construction.
To ensure compliance with Clean Water Services design and construction
standards, the applicant shall employ the design engineer responsible for the
design and specifications of the private water quality facility to perform
construction and visual observation of the water quality facility for compliance
with the design and specifications. These inspections shall be made at
significant stages throughout the project and at completion of the construction.
Prior to final building inspection, the design engineer shall provide the City of
Tigard (Inspection Supervisor) with written confirmation that the water quality
facility is in compliance with the design and specifications.
The applicant has submitted stormwater calculations that indicate they will treat
the runoff from the new impervious surface area in the existing Extended Dry
Detention pond. The applicant's engineer is proposing to modify the orifice in the
existing flow control structure and regrade the pond to accommodate the
additional impervious surface runoff.
Recommendations:
THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO
ISSUANCE OF THE SITE PERMIT:
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642)
for review and approval:
. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit
is required for this project to cover the connection to the public water line
and any other work in the public right-of-way. Six (6) sets of detailed public
improvement plans shall be submitted for review to the Engineering
Department. NOTE: these plans are in addition to any drawings required by
the Building Division and should only include sheets relevant to public
improvements. Public Facility Improvement (PFI) permit plans shall conform
to City of Tigard Public Improvement Design Standards, which are available
at City Hall and the City's web page (www.ci.tiqard.or.us).
ENGINEERING COMMENTS CUP2003-00009 SW Church of Christ Addition PAGE 6
' • v
. The PFI permit plan submittal shall include the exact legal name, address
and telephone number of the individual or corporate entity who will be
designated as the "Permittee", and who will provide the financial assurance
for the public improvements. For example, specify if the entity is a
corporation, limited partnership, LLC, etc. Also specify the state within which
the entity is incorporated and provide the name of the corporate contact
person. Failure to provide accurate information to the Engineering
Department will delay processing of project documents.
. Prior to issuance of the Site Permit, the applicant shall pay $1512.50 to the
City for the striping of the bike lane along the frontage of SW 98th Avenue.
. The applicant shall provide an on-site water quality facility as required by
Clean Water Services Design and Construction Standards (adopted by
Resolution and Order No. 00-7). Final plans and calculations shall be
submitted to the Engineering Department (Kim McMillan)for review and
approval prior to issuance of the site permit. In addition, a proposed
maintenance plan shall be submitted along with the plans and calculations
for review and approval.
THE FOLLOWING CONDITIONS SHALL BE SATISFIED PRIOR TO A FINAL
BUILDING INSPECTION:
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642j
for review and approval:
. Prior to a final building inspection, the applicant shall complete any work in
the public right-of-way (or public easement)and obtain approval from the
Engineering Department.
.Additional right-of-way shall be reserved for the Public along the frontage of
SW Durham Road to increase the right-of-way to 52 feet from the centerline.
The description shall be tied to the existing right-of-way centerline. The
dedication document shall be on City forms. Instructions are available from
the Engineering Department.
ENGINEERING COMMENTS CUP2003-00009 SW Church of Christ Addition PAGE 7
DATE /I�1�//n� PIANS CHECK NO.
/ �C1 (/
PROJECT TIT�E
COUNTYWIDE
TRAFFIC IMPACT FEE
WO RKS H E ET APPLICANT
(FOR NON-SINGLE FAMILY USES) MAILINGADDRESS:
CITY21P1PHONE.
TAX MAP NO.:
SITES NO ADORESS
LAND USE CATEGORY RATE PER TRIP
RESIDENTIAL $ 253.00
BUSINESS AND COMMERCIAL $ 64.00
OFFICE $ 233.00
INDUSTRIAL $244.00
INSTITUTIONAL $ 105.00
PAYMENT METHOD:
CASH/CHECK
CREDIT
BANCROFT(PROMISSORY NOTE)
INSTITUTIONAL ONLY:
DEFER TO OCCUPANCY LAND USE CATEGORY DES IPTION OF USE WEEKDAY AVG. WEEKEND AVG.TRIP R,qTE
O TRIP RATE
BASIS: y C � �� O �( ID QD� �
C.�l /�n � v _ _ �
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CALCULATIONS:
�� F= ��.l� xs � ��.1�xa �0 .�5 X ���� X �vs, ov : �a , a3 �.G�
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/� .��'� �r��, � ID I O w� {� � PROJEC�}�IP GEI�IE�TION:
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FEE� � � .l , G�
FOR ACCO TING PURPOSES ONLY
ADDITIONAL NOTES:
�� �`" ROA AMT
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TRANSITAMT. O� ,�
PREPAREO BY
NOV-05 03 15:29 FROM�PROJPLANNIN� 5039622281 TO:�^�6847297 PAGE:01
, •. � �
REQUEST FOR COMMENTS �,ro�T,Q.Q6
C'omm�nity�DevcCupm�nt
ShupingA�etter('omiriunity
oAT� oc�oaer�a.zaea
Ta B����Idwl�. �Ilei Tra��lt oe�nlnu��ut Pnlect .�nn�r
FROM: Clq o1 TI�P_h_mle■�. �vl�lon
STAFF COIITAOT: M�ew Scae a �r Ils�cl�te�la��er A
Paan�: C50818$9�41?U F�x: [5DSl 6141Y9]
CONDITIONAI USE PERMIT[CUPI 2005-00009/DEYELOPMEIR ADIUSTINENT[VAIi2003-0009Z g 93
➢ SOUTNWES�CNURCN OF CHRIST ADDITION�
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existmg Southwest ch�rcfi of Christ. The praposed addition will house a new lobby and
� auditorium with a new covered entry. The applicant is also requestin� an Adjustment to reduce the
minimum driveway setback from a coflector or arEerial street intersection, and an Adjustment to reduce the
required bicycle parking spaces from 23 to 8. LOCA710N: 9725 SW Durham Road; WCTM 2S111CD.
Tax Lot 4�0. ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes with or without accessory
residential units, at a minimum lot size of 5,000 square feet, and duplexes, at a minimum lot size of 10,Q00 i
square feet. Mobile home parks and subdivisions are also permitted outright. Some civic and institutional
uses are also permitted conditionally. APPLICA9LE REVIEW CRITERIA: Communi� Development
Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 8.780, 18_790,
18.795 and 18.810. i
Attached are the Site Plan� Vicinity Map and Applicant's StatementlPlans for your review. From
information supplied by various,departments and agencies and from vther information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the ro sal in the near
future. If ou wish to comment on this application, y' �� � � '
(i�� � You may use the space provided be ow or a c a separa e e er o re urn your
commen s. You are unable to resoon�by the above date, please phone the staff contact noted above w�th
your cvmme�s and�rm your commen�s in wr��ing as soon as possible. lf you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97'223.
��� s � �� r , i� 'd,�1h'I; •��c;.
,'#?,4E�►SE C'H�'lG������,0'�": ����11.`I.�J�'h�l�'�M '�'�`!.�'�"�l�:R�l(;, � ���''I�,f';,;;�.
T We have reviewed the proposal and have na objections to it.
Please contact of our office.
Please �efer to the enc os e er.
� Written comments provided below:
l�� Ptl�� aF ����T/IE.T�S MM�� �E -t'D C.��#�C
�i�/G/�/17t���1�i�1�f" �PI4- � p�2�. `�'f2A'NS�� �TC}��'�t.E' �`�VO
'�= :�� 61��,-N �P�PO�-�`�1�.. �rD t����Z(�ft-�� �c� -�� '��Vc�-c7
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-��.��-� � � r.-r��..�2 �►2—� D�1 r�— � 2- 2Z�2_
Name & Number of Person(s) Commenting:
REQUEST FOR COMMENTS CITYOFTIOARD
Community�De�veCopment
ShapingA Better Community
DATE: October 24,2003
T0: lim Wolf,Tigard Police Department Crime Preuention O�icer
FROM: Citv of Tigard Plannin9�ivision
STAFF CONTACT: Maihew Scheidegger,Associate Planner[x243A
Phone: [5031639-4111/Fax: [5031684-1297
CONDITIONAL USE PERMIT[CUPI 2003-00009/DEYELOPMENT A�JUSTMENT[VAR2003-00092 8 93
➢ SOUTHWEST CHURCH OF CHRIST ADDITION�
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce the
minimum driveway setback from a collector or arterial street intersection, and an Adjustment to reduce the
required bicycle parking spaces from 23 to 8. LOCATION: 9725 SW Durham Road; WCTM 2S111 CD,
Tax Lot 400. ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes with or without accessory
residential units, at a minimum lot size of 5,000 square feet, and duplexes, at a minimum lot size of 10,000
square feet. Mobile home parks and subdivisions are also permitted outright. Some civic and institutional
uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Communit� Development
Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 8.780, 18.790,
18.795 and 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, UVE NEED YOUR COMMENTS BACK BY:
NOVEMBER 7 2003, You may use the space provided be ow or attac a separa e etter to return your
comments. ou are unable to res ond b the above date, please phone the staff contact noted above with
your comments an con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
' We have reviewed the proposal and have no objections to it.
Please contact of our office.
Please refer to the enc ose e er.
= Written comments provided below:
Name & Number of Person(s) Commenting: � ��� �, 2�� I
� -
�
REQUEST FOR COMMENT� CITYOFTI6ARD
Community�DeveCopment
S(apingA BetterCommunity
DATE: October 24,2003
T0: Matt Stine,Urban Forester/Pu61ic Works Annex
FROM: Cit�of Tigard Planning Diuision
STAFF CONTACT: Mathew Scheidegger,Aasociate Planner[x243T1
Phone: [5031639-4171/Fax: [5031684-7291
CONDITIONAL USE PERMIT[CUPI 2003-00009/DEVELOPMENT ADIUSTMENT[VAR2003-00092 8 93
➢ SOUTHWEST CHURCN OF CHRISTADDITIONQ
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce the
minimum driveway setback from a coflector or arterial street intersection, and an Adjustment to reduce the
required bicycle parking spaces from 23 to 8. LOCATION: 9725 SW Durham Road; WCTM 2S111CD,
Tax Lot 400. ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes with or without accessory
residential units, at a minimum lot size of 5,000 square feet, and duplexes, at a minimum lot size of 10,000
square feet. Mobile home parks and subdivisions are also permitted outright. Some civic and institutional
uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development
Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.780, 18.790,
18.795 and 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY:
NOVEMBER 7 2003. You may use the space provided be ow or attac a separate etter to return your
commen s. ou are unable to res ond b the above date, please phone the stafF contact noted above with
your commen s an con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
� We have reviewed the proposal and have no objections to it.
Please contact of our ofFice.
Please refer to the enc ose e er.
� Written comments provided below:
' D�D Ybt�y F�k��� ONt T�E ►h�f�i I�lfa>J /Tt � �E�ttitV��M�NrS PRO PE"R l y 7
a�R�Tw+� 5 i r� - mo aP�.� �+Eti cA-nr'r �►�-r �'N"� f�Uo �mRca r'I
ioM�W��� f7� �c-�� -d �A�v`E �E-b�� �"UL� �
Name & Number of Person(s) Commenting: � I/�. I
� REQUEST FOR COMMENT� CITYOFTIGARD
Cnmmunity�Devefopment
S(apircgA BetterCommunity
DATE: October 24,2003
T0: Dennis Koellermeier,Operations Mana9er/Water Departmeni
FROM: City of Tigard Planning Di�ision RECEIVED PLANNING
NOV 0 5 2003
STAFF CONTACT: Mathew Scheidegger,Associate Planner[x24311
Phone: [5031639-4171/fax: [5031684-129) C��( OF TIGARD
CONDITIONAL USE PERMIT[CUPI 2003-00009/DEVELOPMENT ADIUSTMENT[VAR2003-00092 8 93
➢ SOUTHWEST CNURCH OF CHRIST ADDITION Q
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce the
minimum driveway setback from a collector or arterial street intersection, and an Ad�ustment to reduce the
required bicycle parking spaces from 23 to 8. LOCATION: 9725 SW Durham Road; WCTM 2S111 CD,
Tax Lot 400. ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes with or without accessory
residential units, at a minimum lot size of 5,000 square feet, and duplexes, at a minimum lot size of 1 Q,000
square feet. Mobile home parks and subdivisions are also permitted outright. Some civic and institutional
uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development
Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.780, 18.790,
18.795 and 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's StatemenUPlans for your review. From
information supplied by various departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, WE NEED YOUR COMMENTS BACK BY:
NOVEMBER 7 2003. You may use the space provided be ow or attac a separate etter to return your
comments. ou are unable to res ond b the above date, please phone the staff contact noted above with
your commen s an con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
_ We have reviewed the proposal and have no objections to it. �
Please contact of our office.
— Please refer to the enc ose e er.
� Written comments provided below:
1) �1� �c�Q4D c..�. � � � a- r. a�
� �
T�I�L 4 I [�pWV�i7.c. �.kl�Y�ti(' l'lf�¢c�J �h G✓C�i�.t_ ? FI,C ywC., U.�.L'� . '
IName & Number of Person(s) Commenting:��l��/ a��
� � ` REQUEST FOR COMMENTS CITYOFTIGARD
Community�DeveCopment
S�aping A Better�'ommunity
UATE: October 24,2003
T0: PER ATTACHED
FROM: City of Tigard Planning Diuision
STAFF CONTACT: Mathew Scheidegger,Associate Planner[x24311
Phone: [5031639-41)1/Fax: [5031684-1291
CONDITIONAL USE PERMIT[CUPI 2003-00009/DEYELOPMENT ADIUSTMENT[VAR2003-00092 8 93
➢ SOUTHWEST CHURCH OF CNRIST ADDITIONQ
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce the
minimum driveway setback from a collector or arEerial street intersection, and an Adjustment to reduce the
required bicycle parking spaces from 23 to 8. LOCATION: 9725 SW Durham Road; WCTM 2S111CD,
Tax Lot 400. ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes witfi or without accessory
residential units, at a minimum lot size of 5,000 square feet, and duplexes, at a minimum lot size of 10,000
square feet. Mobile home parks and subdivisions are also permitted outright. Some civic and institutional
uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development
Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.780, 18.790,
18.795 and 18.810.
Attached are the Site Plan, Vicinity Map and Applicant's Statement/Plans for your review. From
information supplied by various departments and agencies and from other information available to our staff, a
report and recommendation will be prepared and a decision will be rendered on the proposal in the near
future. If you wish to comment on this application, WE NEED YOUR GCIMMENTS BACK BY:
NOVEMBER 7 2003. You may use the space provided be ow or attac a separate etter to return your
comments. ou are unable to res ond b the above date, please phone the staff contact noted above with
your commen s an con irm your comments in writing as soon as possible. If you have any questions,
contact the Tigard Planning Division, 13125 SW Hall Boulevard, Tigard, OR 97223.
PLEASE CHECK THE FOLLOWING ITEMS THAT APPLY:
_ We have reviewed the proposal and have no objections to it.
Please contact of our office.
Please refer to the enc ose e er.
= Written comments provided below:
IName 8� Number of Person(s) Commenting: I
CITY � TIGARD REQUEST FOR C01 FNTS
NOTIFICATION LIST FOR LAND USE & COMMUNITY DEVELOPMENT APPLICATIONS
FILE NOS.: C-v 2�o FILE NAME: C G� � r
CITIZEN INVOLVEMENT TEAMS
14-DAY PENDING APPLICATION NOTICE TO CIT AREA: ❑Central ❑East�South ❑West �Proposal Descrip.in Library CIT Book
�
CITY OFFICES
�NG RANGE PLANNING/Barbara Shields,Planning Mgr. OMMUNITY DVLPMNT.DEPTJPIanning-Engineering Techs. �LICE DEPTJJim Wolf,Crime Prevention Officer
✓BUILDING DIVISION/Gary Lampella,Building Official �NGINEERING DEPTJKim McMillan,�vlpmnt.Review Engineer JWATER DEPTJDennis Koellermeier,Public works Mgr.
CITY ADMINISTRATION/Cathy WheaUey,City Recorder PUBLIC WORKS/John Roy,Property Manager ✓PUBLIC WORKS/Matt Stine,Urban Forester
�/PLANNER-POST PROJECT SITE IF A PUBLIC HEARING ITEM-10 BUSINESS DAYS PRIOR TO THE PUBLIC HEARINGI
SPECIALDISTRICTS
TUAL.HILLS PARK 8 REC.DIST.i�� TUALATIN VALLEY FIRE&RESCUE� �TUALATIN VALLEY WATER DISTRICT+M _ CLEANWATER SERVICES+�
Planning Manager Fire Marshall Administrative O�ce Lee Walker/SWM Program
15707 SW Walker Road Washington County Fire District PO Box 745 155 N.First Avenue
Beaverton,OR 97006 (place in pick-up box) Beaverton,OR 97075 Hiilsboro,OR 97124
LOCAL AND STATE IURISDICTIONS
CITY OF BEAVERTON�IF CIN OF TUALATIN � OR.DEPT.OF FISH 8 WILDLIFE OR.DIV.OF STATE LANDS
_ Planning Manager Planning Manager 2501 SW First Avenue Jennifer Goodridge
Irish Bunnell,o�wv�n s�: 18880 SW Martinaui Avenue PO Box 59 775 Summer Street NE
PO Box 4755 Tualatin,OR 97062 Portland,OR 97207 Salem,OR 97301-1279
Beaverton,OR 97076
_ OR.PUB.UTILITIES COMM.
METRO-LAN�U5E 8 PLANNING � _OR.DEPT.OF GEO.8 MINERAL IND. 550 Capitol Street NE
_ CITY OF DURHAM � 600 NE Grand Avenue 800 NE Oregon Street,Suite 5 Salem,OR 97310-1380
City Manager Portland.OR 97232-2736 Portland,OR 97232
PO Box 23483 _ Bob Knight,DalaResourceCenter(ZCA) US ARMY CORPS.OF ENG.
Durham,OR 97281-3483 _ Paulette Allen,c�ownnMa�aueme�coom��o� OR.DEPT.OF LAND CONSERV.B DVLP Kathryn Harris
_ Mel Huie,c�c�coobw,�o.�cvazon� Le�ry F�BnCh�comp.P�a�nrr�bmen�sonry> Routing CENWP-OP-G
CITY OF KING CITY� _ Jennifer Budhabhatti,Reqbnal Planner(Wetlantls) 635 Capitol Street NE,Suite 150 PO Box 2946
City Manager _ C.D.Manager,GrowthManapemernServices Salem,OR 97301-2540 Portland,OR 97208-2946
1530a SW 116th Avenue
King City,OR 97224 WASHINGTON COUNTY�
OR.DEPT.OF ENERGY�POwe�tines�nreaJ _OR.DEPT OF AVIATION lMOnoPON rowanl Dept.of Land Use 8 Transp.
Bonneville Power Administration Tom Highland,Planninp 155 N.First Avenue
_CITY OF LAKE OSWEGO� Routing TTRC-Attn: Renae Ferrera 3040 25th Street,SE Suite 350,MS 13
Planning Director PO Box 3621 Salem,OR 97310 Hillsboro.OR 97124
PO Box 369 Portland,OR 97208-3621 Brent Curtis tcPn�
Lake Oswego,OR 97034 _Gregg Leion ccan�
_ OR.DEPT.OF ENVIRON.QUALITY(DEQ) ODOT,REGION 1 � Anne LaMountain pcauRe�
CITY OF PORTLAND cNan�ro�w�uros�a Pa�aw e�wo�wy��� _Marah Danielson,o�o�M R�caow�� Phil Healy c�cauRe�
Planning Bureau Director Regional Administrator _Car1 Toland, Right-of-Way Section cv�b�s� teve Conway cc�novs.�
1900 SW 4'"Avenue.Suite 4100 2020 SW Fourth Avenue,Suite 400 123 NW Flanders Sr.Cartographer ccP�vzc���.�s,.
Porttand,OR 97201 Portland,OR 97201-4987 Portland,OR 97209-4037 Jim Nims izcn�Ms�s
_Doria Mateja czcn�Ms u
WA.CO.CONSOLIDATED COMMUNIC.AGENCY(Y1ICCCA)"911"(MOnopoN Tow�is) _ODOT,REGION 1 -DISTRICT 2A�
Dave Austin Jane Estes,Permit Spetiali6t
PO Box 6375 5440 SW Westgate Drive,Suite 350
Beaverton,OR 97007-0375 Portland,OR 97221-2414
UTILITY PROYIDERS AND SPECIAL AGENCIES
PORTLAND WESTERN R/R,BURLINGTON N�RTHERN/SANTA FE R/R,OREGON ELECTRIC R/R(B�r�ington Northem�santa Fe R/R Predecessor)
Robert I.Melbo,President&General Manager
110 W. 10th Avenue
Albany,OR 97321
SOUTHERN PACIFIC TRANS.CO.R/R METRO AREA COMMUNICATIONS COMCAST CABLE CORP. �TRI-MET TRANSIT DVLPMT.
Clifford C.Cabe,Construction Engineer Debra Palmer�n��.�b�oMY� Randy Bice cs..r.w�«u..��.�, QfPiojeUisWrthin'/.MileofaTranskRoule)
5424 SE McLoughlin Boulevard Twin Oaks Technology Center 14200 SW Brigadoon Court Ben Baldwin,Project Planner
Portland,OR 97232 1815 NW 169th Place,S-6020 Beaverton,OR 97005 710 NE Holladay Street
�y Beaverton,OR 97006-4886 Portland,OR 97232
v�PORTLAND GENERAL ELECTRIC � NW NATURAL GAS COMPANY VERIZON X QWEST COMMUNICATIONS
Ken Gutierrez,Svc.Design Consultant Scott Palmer,Engineering Coord. Ken Perdue,Engineering Patty Stambaugh,Engineering
9480 SW Boeckman Road 220 NW Second Avenue PO Box 1100 8021 SW Capitol Hill Rd,Rm 110
Wilsonville,OR 97070 Portland,OR 97209-3991 Beaverton,OR 97075-1100 /�Portland,OR 97219
�ARDITUALATIN SCHOOL DIST.#23J_BEAVERTON SCHOOL DIST.#48 _COMCAST CABLE CORP. �!'COMCAST CABLE CORP.
arsha Butler,Administrative Offices Jan Youngquist,Demographics Alex Silantiev,S..M��,M..��,, Diana Carpenter c�ww�,w�,
6960 SW Sandburg Street 16550 SW Mer10 Road 9605 SW Nimbus Avenue,Bldg. 12 3500 5W Bond Street
Tigard,OR 97223-8039 Beaverton,OR 97006-5152 Beaverton,OR 97008 Portland,OR 97232
♦ INDICATES AUTOMATIC NOTIFICATION IN COMPLIANCE WITH INTERGOVERNMENTAL AGREEMENT IF WITHIN 500'OF THE SUBJECT PROPERTY FOR ANT/ALL
CITY PROJECTS(Project Planner Is Responsible For Indicating Parties To Notify�. h:�pattyVnaslers\Request For Comments Nolification Lisl.doc (UPOATED: 17-Ju1-03)
(Also update:'i:�curpinl5etupUabels�annexation_ulilities and franChises.doc'when updating this documenQ
, �
AFFIDAVIT OF POSTING NOTICE OF A LAND USE PROPOSAL
IMPORTANT NOTICE: THIS AFFIDAVIT MUST BE ACCOMPANIED BY A COPY OF THE NOTICE THAT WAS POSTED
ON THE SITE.
In the Matter of the Proposed Land Use Applications for:
Land Use File Nos.: CUP2003-00009NAR2003-00092NAR2003-00093
Land Use File Name: SOUTHWEST CHURCH OF CHRIST ADDITION
I, Mathew Scheidegger, Associate Planner for the City of Tigard, do affirm that I posted notice of the
land use proposal affecting the land located at (state the approximate location(s) IF no address(s)
and/or tax lot(s) currently registered) � �-�5 �<<- �
, and did personally post notice of the Public Hearing on the p posed land use application(s) by
means of weatherproof posting in the general vicinity of the affected territory, a copy of said notice
being hereto attached and by reference made a part hereof, on the �< � � �day of �,- �,�-- , 2003.
� , _
�� ,�' - ��x --
Signat r��of son ho PerFormed Posting
(In the presence of the Notary)
(THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETE/NOTARIZE)
STATE OF OREGON )
County of Washington ) ss.
Subscribed and sworn/affirmed before me on the � � t�day of D�~�bY-r , 2p G ��,
OFFICIAL SEAL
KRISTIE J PEERMAN
NOTARY PUBIJC-OREGON /�
COMMISSION N0.370962 ��.y,�.-,-�
MY COMMISSION EXPIRES JULY 28,2007 NOTARY PUBLI F OREGON
My Commission Expires: :� ��� ��, ��; 7
O
h:\login\patty\masters�affidavit of posting for applicant to post public hearing.doc
N �TICE OF PUBLIC HEARING �
The following will be considered by the Ti ard Hearin s Officer on Monda December 8 2003 at 7:00 PM at the
Tigard Civic Center - Town Hall, 1312 a v ., igar , Oregon. o pu ic ora an wri en es imony is
invited.
The public hearing on this matter will be conducted in accordance with the Tigard Municipal Code and the rules of
procedure adopted by the Council and available at City Hall or the rules of procedure set forth in Chapter 18.390.
Testimony may be submitted in writing prior to or at the public hearing or verbally at the public hearing only. Failure
to raise an issue in person or by letter at some point prior to.the close of the hearing accompanied by statements or
evidence sufficient to afford the decision-maker an opportunity to respond to the issue precludes appeal to the Land
Use Board of Appeal based on that issue. Failure to specify the criterion from the Community.Development Code or
Comprehensive Plan at which a comment is directed precludes an appeal based on that criterion.
A copy of the application _and all documents and evidence submitted by or on behalf of the applicant. and the
applicable criteria are available for inspection at no cost. A copy of the staff report will be made available for
inspection at no cost at least seven (7) days prior to the hearing, and copies for all items can also be provided at a
reasonable cost.
Further information may be obtained from the Planning Division staff contact: Mathew Scheide er at 13125
SW Hall Blvd., Tigard, Oregon 97223, by calling 503-63�J-4171 , or y emai o ma s ci. igar .or.us.
CONDITIONAL USE PERMIT (CUP) 2003-00009/
DEVELOPMENT ADJUSTMENT (VAR) 2003-00092 AND 2003-00093
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce the
minimum driveway setback from a collector or arterial street intersection, and an Adjustment to reduce the
required bicycle parking spaces from 23 to 8. LOCATION: 9725 SW Durham Road; WCTM 2S111CD,
Tax Lot 400. ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes with or without accessory
residential units, at a minimum lot size of 5,000 square feet, and duplexes, at a minimum lot size of 10,000
square feet. Mobile home parks and subdivisions are also permitted outright. Some civic and institutional
uses are also permitted conditionally. APPLICABLE REVIEW CRITERIA: Community Development Code
Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755, 18,765, 18.780, 18.790, 18.795
and 18.810.
120 DAYS = 2/18/2004 CITYOFTIOARD
DATE OF FILING: 12l??/2003 Community�Development
S�apingA�detter�'ommunity
CITY OF TIGARD
�Nas(zingtora County, Oregon
NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER
Case Numbers: CONDITIONAL USE PERMIT CUP 2003-00009
DEVELOPMENT ADJUSTMENT VAR 2003-00092
DEVELOPMENT ADJUSTMENT VAR 2003-00093
Case Name: SOUTHWEST CHURCH OF CHRIST ADDITION
Name of Owner: Southwest Church of Christ
Name of Applicant: Orville Grossarth
Address of Applicant: 23990 SW Mor an Lane Sherwood Ore on 97140
Address of Property: 9725 SW Durham Road Ti ard Ore on 97224
Tax Ma /Lot Nos.: Washin ton Co. Tax Assessor's Ma No. 2S111 CD, Tax Lot 400.
A FINAL ORDER IN(ORPORATING THE FACTS, FINDINGS AND fONClUSIONS APPROVING A REQUEST FOR A fONDITIONAL USE AND TWO DEVELOPMENT
AD US^I TMENTS•• THE (ITY Of TIGARD HEARINGS OFFICER HAS REVIEWED THE APPLIfANT'S PLANS, NARRATIYE, MATERIALS, COMMENTS OF REYIEWING AGENfIES,
THE PLANNING DIYISION'S STAFF REPORT AND RECOMMENDATIONS FOR THE APPLIfATION DESCRIBED IN FURTHER DETAII IN THE STAFF REPORT. THE
HEARINGS OFFIfER HELD A PUBLIf HEARING ON DECEMBER 8, 2003 TO REfEIVE TESTIMONY REGARDING THIS APPLI(ATION. THIS DEfISION HAS BEEN
BASED ON THE FARS, FINDINGS AND LONLLUSIONS fONTAINED WITHIN THIS FINAL ORDER.
Request: ➢ The applicant is requesting Conditional Use approval to construct a 10,900 square foot addition to
the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce
the minimum driveway setback from a collector or arterial street intersection, and an Adjustment to
reduce the required bicycle parking spaces from 23 to 8. At the close of the record, the
Hearings Officer conditionally approved all applications subject to the conditions of
approval within this final order.
Zone: R-7: Medium-Density Residential District. A�plicable Review Criteria: Community
Development Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755,
18,765, 18.780, 18.790, 18.795 and 18.810.
Action: ➢ ❑ Approval as Requested � Approval with Canditions ❑ Denial
Notice: Notice was published in the newspaper and mailed to:
� Owners of Record Within the Required Distance � Affected Government Agencies
� Area Citizen Involvement Team � The Applicants and Owners
The adopted findings of fact and decision can be obtained from the Planning Division/Community
Development Department at the City of Tigard City Hall.
Final Decision:
THIS DECISION IS FINAL ON AND BECOMES
EFFECTIVE ON UNLESS AN APPEAL IS FILED.
Appeal:
The decision of the Review Authority is final for purposes of appeal on the date that it is mailed. Any party with
standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section
18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with
the required fee shall be filed with the Director within ten (10) business days of the date the notice of the
decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard
City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223.
THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON
Questions: If you have any questions, please call the City of Tigard Planning Division at (503) 639-4171.
Orville Grossarth CUP2003-00009NAR2003-00092 & 93
23990 SW Morgan Lane SOUTHWEST CHURCH OF GOD ADDITION
Sherwood, OR 97140
Lane Brown
8026 SE 21St Avenue
Portland, OR 97202
Southwest Church of Christ
9725 SW Durham Road
Tigard, OR 97224
Southwest Church of Christ
9725 SW Durham Road
Tigard, OR 97223
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(503)6394171
�� 7 .LO http:Dwww.ci.tgard.a.us
�ommunity Development Plot date:Aug 25,2003;C:MagicIMAGIC03.APR
2S 7110C-06600 2S 111 CD-09600
ADAMS LEE ANN TRUSTEE BOSTWICK PHILIP D/LAURIE A
15685 SW 116TH AVE#189 9890 5W KIMBERLY DR
KING CITY,OR 97224 TIGARD,OR 97224
2S111 CD-06200 2S111 CD-05800
ALEXANDER DAVID R AND KARA D BOWMAN CORA H
9837 SW KIMBERLY DR 9600 SW BRENTWOOD PLACE
TIGARD,OR 97224 TIGARD,OR 97224
2S 114BA-02200 2S 111 DC-06700
ALEXANDER STEPHEN J& BRICE DEAN C RUTH B
DEBRA C TRUST 9460 SW BRENTWOOD PL
9830 SW SERENA WAY TIGARD,OR 97224
TIGARD,OR 97224
2S 111 CD-04100 2S 111 CD-09700
ARCHIBALD BESSIE W TR CAIRY MICHAEL UELEANOR M
PO BOX 146 9870 SW KIMBERLY DR
DUNDEE,OR 97115 TIGARD,OR 97224
2S 1148A-06300 2S 711 DC-06800
ARENDELL LEONARD E& CHANDLEE GENE S&
SHIRLEY M MARILYN A
9825 SW SERENA WAY 9450 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
25111 CD-09900 25111 CD-09100
ATWOOD SHERRI L COMBS MICHAEL G AND CYNTHIA A
9840 SW KIMBERLY DR 15890 SW SERENA CT
TIGARD,OR 97224 TIGARD,OR 97224
251146A-0O600 114BA-134
BATES DOUGLAS K&TAMMY J CO REEK HOMEOWNERS ASSOC
9905 SW SERENA WAY
TIGARD,OR 97224
2S 111 CD-08700 114BA-174
BIELEFELD ROBERT AND C REEK HOMEOWNERS ASSOC
LESLIE A
15930 SW SERENA CT
TIGARD,OR 97224
2S 111 CD-04300 1146A-16900
BIRNEY MAUD M TRUSTEE CO R EEK OWNERS OF
9520 SW BRENTWOOD PL LOT -
TIGARD,OR 97224
2S 117 CD-03300 2S 111 CD-06800
BLUMENFELD ROBERT C& CRANE GUY R&DONNA K
KATHRYN K 9885 SW KIMBERLY DR
9625 SW BRENTWOOD PL TIGARD,OR 97224
TIGARD,OR 97224
2S1148A-15300 2S111CD-00600
CURTIS WILMA D AND F DEAN FRISON ELIZABETH
TRUSTEES 15905 SW 98TH AVE
15440 SW ALDERBROOK DR TIGARD,OR 97224
TIGARD,OR 97224
25114BA-16600 2S1146A-00700
DARBY GERALD L&JACQUELYN C GODDARD CAROL D
9720 SW DURHAM RD 9915 SW SERENA WAY
TIGARD,OR 97224 TIGARD,OR 97224
2S114BA-15500 2S111CD-07000
DAVIS JOHN SCOTT 8�DOREEN KAY GODDARD JAMES A AND
16095 SW COOPER CREEK DR JANET B
TIGARD,OR 97224 15790 SW SERENA CT
TIGARD,OR 97223
2S 111 CD-10500 2S 111 CD-O5500
DIRKSEN CRAIG E&JACKIE GRAHAM JOHN M&LUCILLE H TRS
15775 SW 98TH AVE 9570 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-06400 2S111 DC-06000
DORSETT ERNEST L I MARLENE GREEN RICHARD T&DOROTHY G
9841 SW KIMBERLY DR 9475 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-OFi700 2S 114 BA-00400
DUFFY GARY H AND ERAINA J GREENE LINDA SUZANNE
9855 SW KIMBERLY 9885 SW SERENA WAY
TIGARD,OR 97223 TIGARD,OR 97224
2S111CD-04700 2S111CD-10700
DUNLAP GERALD M&REBA L HANSEN ROBERT M
15980 SW BRENTWOOD CT 15802 SW 98TH AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 DC-04900 2S 111 CD-03500
DUNLAP WILLIAM J&MARIAN HARDY JEANNE L
15657 SW SUMMERFIELD LN 9605 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S114BA-15400 251146A-15200
FOLK JAMES D&CATHLEEN A HAYS GEROGE C JR&GLENDA T
16085 SW COPPER CREEK DR 16060 SW COOPER CREEK DR
TIGARD,OR 97224 TIGARD,OR 97224
2S 171 CD-09500 2S 111 CD-06500
FORBES ROGER M 8 PATRICIA A HOLMAN PAUL D&RHONDA G
9894 SW KIMBERLY DR 9843 SW KIMBERLY DR
TIGARD,OR 97224 TIGARD,OR 97224
2S114BA-06000 2S114A8-12700
HOTCHKISS JEFFREY E KORNBERG DOLORES E
13475 SW 115TH ST 9465 SW MARTHA ST
TIGARD,OR 97223 TIGARD,OR 97223
2S 111 CD-06300 2S 111 CD-10600
ISRAEL WAYNE S/THERESA A KROUTH DENNIS A
9839 SW KIMBERLY DR 15795 SW 98TH AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S111CD-01800 2S111CD-10200
IVERSON MAURICE S KUIPERS MARY E
15625 SW SUMMERFIELD LN 9820 SW KIMBERLY DR
TIGARD,OR 97224 TIGAR�,OR 97224
2S 111 CD-03700 2S 111 CD-04400
JIROCH CATHRYN M KYES STEPHEN G
9575 SW BRENTWOOD PL 9530 SW BRENTWOOD PL
TIGARD,OR 97223 TIGARD,OR 97224
2S 111 CD-07200 2S 111 CD-05300
JOHNSON ROGER L 8�DONNA A LANGE ARTHUR K&
15760 SW SERENA CT LYNN JEAN M
TIGARD,OR 97224 15955 SW BRENTWOOD CT
TIGARD,OR 97224
2S 111 CD-02900 2S 111 CD-06900
JOHNSON VERN D/NADINE L TRS LEATHERWOOD SUSAN B
15620 SW 98TH AVE 9895 SW KIMBERLY DR
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-04000 2S 111 CD-10100
KNIGHT BETTY M LEISTRA RONALD M&ALDINE
9545 SW BRENTWOOD PL 9815 SW KIMBERLY
TIGARD,OR 97224 TIGARD,OR 97223
2S111DC-06200 2S1146A-15700
KOENIG REVOCABLE TRUST �EONHARDT CHRISTY D&FRED W
BY JUANITA KOENIG& 16175 SW COPPER CREEK DR
KAKROLYN NEUPERT TRS TIGARD,OR 97224
9495 SW BRENTWOOD PL
TIGARD,OR 97224
2S 111 CD-05600 2S 111 CD-03800
KOEPKE WARREN C&WINNIE LINK JOHN M
9580 SW BRENTWOOD PL 9565 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S114BA-16700 25114BA-06600
KOLBU KEITH D&KATHLEEN S MALONE PATRICIA M&
9750 SW DURHAM RD MCDONALD MARY JANE
TIGARD,OR 97224 9775 SW COOK CT
TIGARD,OR 97224
2S 117 CD-08800 2S 111 DC-05000
MANZANO PHILIP A AND GERALDINE NELSON GARY&
15920 SW SERENA CT SANDRA M
TIGARD,OR 97224 15671 SUMMERFIELD LN
TIGARD,OR 97224
2S111CD-10000 2S1146A-02100
MCCOY JAMES L 8 IRENE N TRS NELSON KRISTINE J
9825 SW KIMBERLY DR 9860 SW SERENA WAY
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-04500 2S 111 CD-04900
MCDOUGALL JAMES R&MONICA M NUTTER JUDITH A&
9540 SW BRENTWOOD PLACE QUINN DORIS G
TIGARD,OR 97224 15995 SW BRENTWOOD CT
TIGARD,OR 97224
2S111CD-04200 2S114BA-0O500
MCKEAN ROBERT C&LORA M OCHS JOHN J/DONNA D
9510 SW BRENTWOOD PLACE 9895 SW SERENA
TIGARD,OR 97224 TIGARD,OR 97224
2S111CD-04800 2S114BA-06100
MILES PAUL M&PERLA V PANTER COLBY J&JOANNA R
15990 SW BRENTWOOD CT 9845 SW SERENA WAY
TIGARD,OR 97224 TIGARD,OR 97224
25111CD-09200 2S111CD-06000
MILLER ROBERT A&LINDA C PARCELL JOHN T&JOLENE C
15880 SW SERENA WAY CT 9620 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S 114BA-05900 2S 7 7 7 CD-10400
MODELL LESLIE D&KRISTI C PELZNER KAY PAULINE
9830 SW DURHAM RD 15755 5W 98TH AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-06100 2S 111 CD-05900
MOORE BRIAN J/DONNA L PERRINE CAROLINE W TR
9835 SW KIMBERLY DRIVE 9610 SW BRENTWOOD PLACE
TIGARD,OR 97224 TIGARD,OR 97224
2S114BA-14800 2S111CD-05700
MORRIS EDDIE M&LESTA J PETERS ALICE E
16100 SW COPPER CREEK DR 9590 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-05200 25111 CD-01700
NELSON BARBARA J PETERSEN MELVIN C
15965 SW BRENTWOOD CT 15641 SW SUMMERFIELD LN
TIGARD,OR 97223 TIGARD,OR 97224
2S111CD-04600 2S1146A-06800
PETERSON GLENN L&KATHERINE E ROSTAMIZADEH AHMAD AND
15970 SW BRENTWOOD CT BROWN MABEL M
TIGARD,OR 97224 9760 SW COOK CT
TIGARD,OR 97224
2S 111 DC-06400 2S 111 CD-09300
PETERSON W ILLIAM D 8 VERNA K TR RUZICKA DIANE L
9515 SW BRENTWOOD PL 9900 SW KIMBERLY DR
TIGARD,OR 97224 TIGARD,OR 97223
2S 111 C D-09800 2S 1148A-15100
PETRINA JACK M&FRANCES M SANOCKI MARK S
9860 SW KIMBERLY DR 16070 5W COPPER CREEK DR
TIGARD,OR 97224 TIGARD,OR 97224
14BA-00200 2S 111 CD-03400
PIC NG NO 2 SAVAGE ARDETH M
OW F ALL LOTS 9615 SW BRENTWOOD PL
0 TIGARD,OR 97224
2S 111 CD-07100 25111 DC-06100
PIERCE HAROLD D&MARILYN K SCHULTZ ELAINE M
PO BOX 2316 9485 SW BRENTWOOD PL
LAKE OSWEGO,OR 97035 TIGARD,OR 97224
2S 111 CD-03900 2S 111 CD-02800
REED KATHERINE E TR SCHUMACKER BONNIE J TRUSTEE
BY KATHERINE E REED TR 15610 SW 98TH AVE
9555 SW BRENTWOOD PL TIGARD,OR 97224
TIGARD,OR 97224
2S 111 CD-06600 2S 111 CD-05100
REED MICHAEL T SEITZINGER PEGGY E
9847 SW KIMBERLY DR 15975 SW BRENTWOOD CT
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 C D-09400 2S 114BA-06400
RENSKLEV ELLEN M SHELTON WILLIAM N JR ANp
9898 5W KIMBERLY DR HERMELINDA B
TIGARD,OR 97224 9815 SW COOK COURT
TIGARD,OR 97224
2S 111 CD-09000 2S 111 CD-03200
RICHARDSON LYNNE L& SINNARD GERALDINE
RICHARDSON JEAN E 9635 SW BRENTWOOD PL
15900 SW SERENA CT TIGARD,OR 97224
TIGARD,OR 97224
2S 111 C D-05�00 2S 1148A-15800
RIEDER T H&M FRANCINE SIRIANNI DEBRA LEE
15985 SW BRENTWOOD CT 16185 SW COOPER CREEK DR
TIGARO,OR 97224 TIGARD,OR 97224
2S714BA-D6500 2S114BA-06700
SMITH EDWARD D AND SHIRLEY THOMAS LOWELL H AND ILA M
9785 SW COOK COURT 9765 SW COOK CT
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-00500 2S 111 CD-0D300
SOLIS GUSTAVO&CAROL TIGARD CHURCH OF GOD
9835 SW DURHAM RD 15670 SW 98TH AVENUE
TIGARD,OR 97224 TIGARD,OR 97223
2S 111 CD-00400 2S 111 CD-02000
SOUTHWEST CHURCH OF TILLMAN JOHN&BONNIE J
CHRIST 15597 SW SUMMERFIELD LN
9725 SW DURHAM ROAD TIGARD,OR 97224
TIGARD,OR 97223
2s��aeA-�sooa 2S111CD-03100
STEVENS JEAN L TODD MARIAN F
6287 EVERGREEN DR MAYOR MAURI
WEST LINN,OR 97068 9645 SW BRENTWOOD PL
TIGARD,OR 97224
2S 111 CD-03000 2S 111 CD-08900
STOUT BARBARA L CO-TRUSTEE& TOWLE JANET C
DOOLING CAROL S CO-TRUSTEE 15910 SW SERENA CT
15630 SW 98TH TIGARD,OR 97224
TIGARD,OR 97224
2S111DC-06300 2S114AB-00700
SULLIVAN ROBERT D AND TUALATIN OREGON CONGREGATION
KATHERINE J OF JEHOVAH'S WITNESSES INC
9505 SW BRENTWOOD PLACE 15390 SW 82ND PLACE
TIGARD,OR 97224 TIGARD,OR 97224
111 CD-010 2S 111 CD-03600
S IELD NO 4 ULWELLING JOHN J&KATHLEEN M
OW R ALL LOTS PO BOX 230781
•p TIGARD,OR 97281
S 111 CD-026 2S 111 DC-06500
S E ELD NO 7 WATKINS PARKER D JR
OW F ALL LOTS 9480 SW BRENTWOOD PL
TIGARD,OR 97224
S 171 DC-152 2S 111 CD-10300
S ME IELD NO 7 WEGENER BRIAN AND
OW F ALL LOTS KAREN BULLARD
9830 SW KIMBERLY
TIGARD,OR 97223
2S 111 C D-05400 2S 111 CD-01900
TAYLOR JAMES B& WILEY RICHARD H&LOIS W TRUSTE
E JUANITA TRUSTEES 15613 SW SUMMERFIELD LN
15945 SW BRENTWOOD CT PORTLAND,OR 97224
TIGARD,OR 97224
251148A-00300
WILSON NATHANIEL D
9875 SW SERENA WAY
TIGARD,OR 97224
2S114BA-06200
WONG ROGER R 8
HUFFORD-WONG TAMARA J
9835 SW SERENA WAY
TIGARD.OR 97224
2S1146A-15600
ZINCK GEORGE M&
LINDA S
16165 SW COPPER CREEK
TIGARD,OR 97224
251148A-14900
ZUBER JOHN DONALD&
LINDA P
16090 SW COPPER CREEK DR
TIGARD,OR 97224
Jack Biethan
11023 SW Summerfield Drive, #4
Tigard, OR 97224
Kristen Miller
8940 SW Edgewood Street
Tigard, OR 97223
Paul Owen
10335 SW Highland Drive
Tigard, OR 97224
Tim Esau
PO Box 230695
Tigard, OR 97281
Nathan and Ann Murdock
PO Box 231265
Tigard, OR 97281
Ross Sundberg
16382 SW 104th Avenue
Tigard, OR 97224
Brian Wegener
9830 SW Kimberly Drive
Tigard, OR 97224
J. Dyar
10430 SW Century Oak Drive
Tigard, OR 97224
Rex Caffall
13205 SW Village Glenn
Tigard, OR 97223
Josh Thomas
10395 SW Bonanza
Tigard, OR 97224
CITY OF TIGARD - SOUTH CIT SUBCOMMITfEE (pg. I of I) (i:\curpinlsetup\labels\CIT South.doc) UPDATED: June 18, 2003
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,rTY OF TIGARD �-���- �- ��� � ��«��
P tca� vP wt-t�N �.tq.K.t? c�cP�{ I3 c�S�+�c�
COMMUN(TY DEYELOPMENT DEPARTMENT � r►.���vt�w �Gtv�-� �u�,
PLANNING DIVISION �-�9 ,�.�,��� cmroFn�ARo
I 3 I 25 SW HALL BOULEYARD �'ommuttiLy�Devefoptnent
TIGARD, OREGON 97223 �+0 8(zZ S�,�A���o,�„�m�,
PHONE: 503-639-4171 f1U(: 503-684-7297 (Attn: Patty/Planningj �C��C S E� � P 1 F s or� s�e�tJ
° Q 0 ° 00 00 ° ° 0 ° ° � 0 ° ! [��sj �
Property owner information is valid for 3 months from the date of your request
INDICATE ALL PROJECT MAP & TAX LOT NUMBERS (i.e. 1S134A6, Tax�ot o0100) OR THE
ADDRESSES FOR ALL PROJECT PARCELS BELOW:
W G T t-�l 2 S l t l G b , ��' �400
`�-'t 2 5 S W �O c�f2-H r�N-� C�-�
t SET i�C2- �s� �r� T'�-t�s w�n � L�tJC.� 2 S�TS �t�- s•��+^, •T T�'°4 i. w/
P�C�-vn tT APC�• CSFL " L4NV��.cP� u�w��TTt1'L- ���$ `� � i
INDICATE WHETHER YOU ARE REQUESTING 1, 2 OR 3 SETS �F �B�LS: 3
(NOTE: A minimum of 2 sets of labe(s will be provided (unless only holding a neighborhood meeting at this time) to p a on `
your 2 sets of envelopes that applicants are required to submit at the time of applica�ion submittal. If a neighborhood
meeting is required and you have not yet held that mee6ng, you can request 3 sets provided your land use application will be
submitted and deemed complete by the Planning Division within 3 months from this req�est.) C���� �"�`� � '�� "�'�^�� �
Iv y (�. ►c�-1-k-S-l
NAME OF CONTACT PERSON: L��� T�c�awN PHONE: 5'�'�'�4�' �°� �^''�'��' yP"�5�
This request may be mailed, faxed or hand delivered to the City of Tigard. Please allow a
2-day minimum for processing reques�s. Upon completion of your request, the contact person will be
called to pick up their request that will be placed in Will Calf by their last name, at the Community
Development Reception Desk. .
The cost of processing your request must be paid at the time of pick up, as exact cost can not be
pre-determined.
PLEASE NOTE: FOR REASONS OF ACCURACY, ONLY ORIGINAL MAILING LABELS PROVIDED
BY TNE CITY VS. RE-TYPED MAILING LABELS WILL BE ACCEPTED.
Cost Description:
$11 to generate the mailing list, plus$2 per sheet for printing the list onto labels(20 addresses per sheet).
Then, multi I the cost to rint one set of labels b the number of sets uested.
EXAMPLE COST FOR THIS REQUEST
4 sheets of labels x$2lsheet= 8.00 x 2 sets = $16.00 �sheet(s}of labels x$2lsheet= x�sets= �
2 sheets of labels x$2lsheet for CIT area x 2 sets=$ 4.00 �sheet(s)of labels x$2lsheet for CIT area=�x�sets=
GENERATE LIST =$11.Q0 ,\ / GENERAT£LIST =
TOTAL =$31.00 ����`` TOTAL -��
t
AFFIDAVIT OF MAILING CITYOFTIGARD
Community I�evelaprnent
S(rapingA rdetter�ommunity
I, �Pat�icia G. Gu being first duly sworn/affirm, on oath depose and say that I am a Saniv�'Admircistratiwe SpeciaCst for
the City of7`�ar�asFiington County, Oregon and that I served the following:
{Cneck Appropriate Box(s)Below}
� NOTICE OF PUBLIC HEARINC FOR: �i CUP2003-00009/YAR2003-00092/YAR2003-00093 - SOUTHWEST [HURCH Of CHRIST ADDITION
(File No.Mame Reference)
HEARING BODY: HEARING DATE:
City of Tigard Planning Director
Tigard Hearings Officer (12/8/2003)
Tigard Planning Commission
Tigard City Council
A copy of the said notice being hereto attached, marked Exhlblt"A",and by reference made a part hereof, was mailed to
each named person(s) at the address(s) shown on the attached list(s), marked El(hlblt"B",and by reference made a part
hereof, on Nouember 17,2003, and deposited in the United States Mail on No�ember 17,2003, postage prepaid.
_ - l��
(Person re�,ared Notic
57,,��E O�F�C'j091�
C�ournty_of� uegtore sa.
o�?�g
Subscribed and sworn/affir ed before me on the � v day of C�� ��k-'!� , 2003.
�:
-"9 OFFICIAL SEAL
� J BENGTSON
•' NOTqRY PUBLIC•OREGON
`MY COMMISSION EKP RES qp86 .�_ ys �
7,[JO7 � � �
,
My Commission E�ires: �����
EXHIBIT A
NOTICE TO MORTGAGEE, LIENHOLDER,VENDOR OR SELLER:
THE TIGARD DEVELOPMENT CODE REQUIRES THAT IF YOU RECEIVE THIS NOTICE,
IT SHALL BE PROMPTLY FORWARDED TO THE PURCHASER.
CITY OF TIGARD
Community�Dez-eCopmel�t
CITY OF TIGARD .���`������`"`,��°,"„`�„'��,�
PUBLIC HEARING NOTICE
NOTICE IS HEREBY GIVEN THAT THE TIGARD HEARINGS OFFICER, AT A MEETING ON MONDAY
DECEMBER 8, 2003 AT 7:00 PM, IN THE TOWN HALL OF THE TIGARD CIVIC CENTER AT 13125 SW
HALL BOULEVARD, TIGARD, OREGON 97223 WILL CONSIDER THE FOLLOWING APPLICATION:
FILE NOS.: CONDITIONAL USE PERMIT (CUP) 2003-00009
DEVELOPMENT ADJUSTMENT (VAR) 2003-00092
DEVELOPMENT ADJUSTMENT (VAR) 2003-00093
FILE TITLE: SOUTHWEST CHURCH OF CHRIST ADDITION
APPLICANT: Orville Grossarth OWNER: Southwest Church of Christ
23990 SW Morgan Lane 9725 SW Durham Road
Sherwood, OR 97140 Tigard, OR 97224
APPLICANT'S Lane Brown
REP.: 8026 SE 21St Avenue
Portland, OR 97202
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square
foot addition to the existing Southwest church of Christ. The proposed addition
will house a new lobby and auditorium with a new covered entry. The applicant is
also requesting an Adjustment to reduce the minimum driveway setback from a
collector or arterial street intersection, and an Adjustment to reduce the required
bicycle parking spaces from 23 to 8.
LOCATION: 9725 SW Durham Road; WCTM 2S111 CD, Tax Lot 400.
ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes with
or without accessory residential units, at a minimum lot size of 5,000 square feet,
and duplexes, at a minimum lot size of 10,000 square feet. Mobile home parks
and subdivisions are also permitted outright. Some civic and institutional uses
are also permitted conditionally.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705,
18.725, 18.745, 18.755, 18,765, 18.780, 18.790, 18.795 and 18.810.
THE PUBLIC HEARING ON THIS MATTER WILL BE CONDUCTED IN ACCORDANCE WITH THE RULES OF
CHAPTER 18.390 OF THE COMMUNITY DEVELOPMENT CODE AND RULES OF PROCEDURES ADOPTED BY
THE TIGARD CITY COUNCIL AND AVAILABLE AT CITY HALL.
ASSISTIVE LISTENING DEVICES ARE AVAILABLE FOR PERSONS WITH IMPAIRED HEARING. THE CITY WILL
ALSO ENDEAVOR TO ARRANGE FOR QUALIFIED SIGN LANGUAGE INTERPRETERS AND QUALIFIED
BILINGUAL INTERPRETERS UPON REQUEST. PLEASE CALL (503) 639�171, EXT. 2438 (VOICE) OR (503)
684-2772 (TDD - TELECOMMUNICATIONS DEVICES FOR THE DEAF) NO LESS THAN ONE WEEK PRIOR TO
THE HEARING TO MAKE ARRANGEMENTS.
� ANYONE WISHING TO PRESEI� lRITTEN TESTIMONY ON THIS PR )SED ACTION MAY DO SO IN
WRITING PRIOR TO OR AT THE F�dLIC HEARING. ORAL TESTIMONY Mh� BE PRESENTED AT THE PUBLIC
HEARING. AT THE PUBLIC HEARING, THE HEARINGS OFFICER WILL RECEIVE A STAFF REPORT
PRESENTATION FROM THE CITY PLANNER, OPEN THE PUBLIC HEARING, AND INVITE BOTH ORAL AND
WRITTEN TESTIMONY. THE HEARINGS OFFICER MAY CONTINUE THE PUBLIC HEARING TO ANOTHER
MEETING TO OBTAIN ADDITIONAL INFORMATION OR CLOSE THE PUBLIC HEARING AND TAKE ACTION ON
THE APPLICATION.
IF A PERSON SUBMITS EVIDENCE IN SUPPORT TO THE APPLICATION LESS THAN SEVEN (7) DAYS PRIOR
TO THE PUBLIC HEARING, ANY PARTY IS ENTITLED TO REQUEST A CONTINUANCE OF THE HEARING. IF
THERE IS NO CONTINUANCE GRANTED AT THE HEARING, ANY PARTICIPANT IN THE HEARING MAY
REQUEST THAT THE RECORD REMAIN OPEN FOR AT LEAST SEVEN (7) DAYS AFTER THE HEARING. A
REQUEST THAT THE RECORD REMAIN OPEN CAN BE MADE ONLY AT THE FIRST EVIDENTIARY HEARING
(ORS 197.763(6).
INCLUDED IN THIS NOTICE IS A LIST OF APPROVAL CRITERIA APPLICABLE TO THE REQUEST FROM THE
TIGARD COMMUNITY DEVELOPMENT CODE AND THE TIGARD COMPREHENSIVE PLAN. APPROVAL OR
DISAPPROVAL OF THE REQUEST BY THE HEARINGS OFFICER WILL BE BASED UPON THESE CRITERIA AND
THESE CRITERIA ONLY. AT THE HEARING IT IS IMPORTANT THAT COMMENTS RELATING TO THE
REQUEST PERTAIN SPECIFICALLY TO THE APPLICABLE CRITERIA LISTED.
FAILURE TO RAISE AN ISSUE IN PERSON OR BY LETTER AT SOME POINT PRIOR TO THE CLOSE OF THE
HEARING ON THE REQUEST ACCOMPANIED BY STATEMENTS OR EVIDENCE SUFFICIENT TO ALLOW THE
HEARINGS AUTHORITY AN OPORTUNITY TO RESPOND TO THE ISSUE PRECLUDES AN APPEAL TO THE
LAND USE BOARD OF APPEALS BASED ON THAT ISSUE.
ALL DOCUMENTS AND APPLICABLE CRITERIA IN THE ABOVE-NOTED FILE ARE AVAILABLE FOR
INSPECTION AT NO COST OR COPIES CAN BE OBTAINED FOR TWENTY-FIVE CENTS (25C) PER PAGE, OR
THE CURRENT RATE CHARGED FOR COPIES AT THE TIME OF THE REQUEST. AT LEAST SEVEN (7) DAYS
PRIOR TO THE HEARING, A COPY OF THE STAFF REPORT WILL BE AVAILABLE FOR INSPECTION AT NO
COST, OR A COPY CAN BE OBTAINED FOR TWENTY-FIVE CENTS (25t) PER PAGE, OR THE CURRENT RATE
CHARGED FOR COPIES AT THE TIME OF THE REQUEST.
FOR FURTHER INFORMATION PLEASE CONTACT THE STAFF PLANNER MATHEW SCHEIDEGGER AT (503)
639-4171, TIGARD CITY HALL, 13125 SW HALL BOULEVARD, TIGARD, OREGON 97223, OR BY E-MAIL TO
matts@ci.tigard.or.us.
r-,-i �' �
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ZS,,,o�6600 25,,,�0-0960o EXHIBIT�
ADAMS LEE ANN TRUSTEE BOSTWICK PHILIP D/LAURIE A
15685 SW 116TH AVE ti189 9890 SW KIMBERLY DR
KING CITY,OR 97224 TIGARD,OR 97224
2S 711 CD-06200 2S 111 CD-05800
ALEXANDER DAVID R AND KARA D BOWMAN CORA H
9837 SW KIMBERLY DR 9600 SW BRENTWOOD PLACE
TIGARD,OR 97224 TIGARD,OR 97224
2S 114BA-02200 2S 111 DC-06700
ALEXANDER STEPHEN J& BRICE DEAN C RUTH B
DEBRA C TRUST 946a SW BRENTWOOD PL
9830 SW SERENA WAY TIGARD,OR 97224
TIGARD,OR 97224
2S 111 CD-04100 2S 111 CD-09700
ARCHIBALD BESSIE W TR CAIRY MICHAEL UELEANOR M
PO BOX 146 9870 SW KIMBERLY DR
DUNDEE,OR 97115 TIGARD,OR 97224
2S 1148A-06300 2S 111 DC-06800
ARENDELL LEONARD E 8 CHANDLEE GENE S&
SHIRLEY M MARILYN A
9825 SW SERENA WAY 9450 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-09900 2S 111 CD-09100
ATWOOD SHERRI L COMBS MICHAEL G AND CYNTHIA A
9840 SW KIMBERLY DR 15890 SW SERENA CT
TIGARD, OR 97224 TIGARD,OR 97224
25114BA-00600 t146A-134
BATES DOUGLAS K&TAMMY J CO REEK HOMEOWNERS ASSOC
9905 SW SERENA WAY
TIGARD,OR 97224
2S111CD-08700 1t48A-174
BIELEFELD ROBERT AND C REEK HOMEOWNERS ASSOC
LESLIE A
15930 SW SERENA CT
TIGARD,OR 97224
2S 111 CD-04300 1�4 BA-16900
BIRNEY MAUD M TRUSTEE CO R EEK OWNERS OF
9520 SW BRENTWOOD PL LOT
TIGARD,OR 97224
2S 111 CD-03300 25111 CD-O6800
BLUMENFELD ROBERT C 8 CRANE GUY R&DONNA K
KATHRYN K 9885 SW KIMBERLY DR
9625 SW BREtJTWOOD PL TIGARD,OR 97224
TIGARD,OR 97224
2S 114BA-7 5300 2S 111 C D-00600
CURTIS WILMA D AND F DEAN FRISON ELIZABETH
TRUSTEES 15905 SW 98TH AVE
15440 SW ALDERBROOK DR TIGARD,OR 97224
TIGARD,OR 97224
2S 114BA-16600 2S 114 BA-00700
DARBY GERALD L&JACQUELYN C GODDARD CAROL D
9720 SW DURHAM RD 9915 SW SERENA WAY
TIGARD,OR 97224 TIGARD,OR 97224
2S 114 BA-15500 2S 111 CD-07000
DAVIS JOHN SCOTT&DOREEN KAY GODDARD JAMES A AND
16095 SW COOPER CREEK DR JANET B
TIGARD,OR 97224 15790 SW SERENA CT
TiGARD,OR 97223
2S 111 CD-10500 2S 111 CD-05500
DIRKSEN CRAIG E&JACKIE GRAHAM JOHN M&LUCILLE H TRS
15775 SW 98TH AVE 9570 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S 1 t 1 CD-06400 2S111 DGO6000
DORSETT ERNEST L I MARLENE GREEN RICHARD T 8 DOROTHY G
9841 SW KIMBERLY DR 9475 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S111CD-06700 2S1148A-00400
DUFFY GARY H AND ERAINA J GREENE LINDA SUZANNE
9855 SW KIMBERLY 9885 SW SERENA WAY
TIGARD,OR 97223 TIGARD,OR 97224
2S 117 CD-04700 2S 111 CD-10700
DUNLAP GERALD M&REBA L HANSEN ROBERT M
15980 SW BRENTWOOD CT 15802 SW 98TH AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 DC-04900 2S 111 CD-03500
DUNLAP WILLIAM J 8 MARIAN HARDY JEANNE L
15657 SW SUMMERFIELD LN 9605 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S1146A-15400 251146A-15200
FOLK JAMES D&CATHLEEN A HAYS GEROGE C JR 8 GLENDA T
16085 SW COPPER CREEK DR 16060 SW COOPER CREEK DR
TIGARD,OR 97224 TIGARD,OR 97224
2S 117 CD-09500 2S 171 CD-06500
FORBES ROGER M 8 PATRICIA A HOLMAN PAUL D&RHONDA G
9894 SW KIMBERLY DR 9843 SW KIMBERLY DR
TIGARD,OR 97224 TIGARD,OR 97224
2S1146A-O6000 2S114AB-12700
HOTCHKISS JEFFREY E KORNBERG DOLORES E
13475 SW 115TH ST 9465 SW MARTHA 5T
TIGARD,OR 97223 TIGARD,OR 97223
2S 111 CD-06300 2S 111 CD-10600
ISRAEL WAYNE S/THERESA A KROUTH DENNIS A
9839 SW KIMBERLY DR 15795 SW 98TH AVE
TIGARD.OR 97224 TIGARD,OR 97224
2S 111 CD-01800 2S 111 CD-10200
IVERSON MAURICE S KUIPERS MARY E
15625 SW SUMMERFIELD LN 9820 SW KIMBERLY DR
TIGARD,�R 97224 TIGARD,OR 97224
25111 CD-03700 25111 CD-04400
JIROCH CATHRYN M KYES STEPHEN G
9575 SW BRENTWOOD PL 9530 SW BRENTWOOD PL
TIGARD,OR 97223 TIGARD,OR 97224
2S 117 CD-07200 2S 111 CD-05300
JOHNSON ROGER L&DONNA A LANGE ARTHUR K 8
15760 SW SERENA CT LYNN JEAN M
TIGARD.OR 97224 15955 SW BRENTWOOD CT
TIGARD,OR 97224
2S 111 CD-02900 2S 111 CD-06900
JOHNSON VERN D/NADINE L TRS LEATHERWOOD SUSAN B
15620 SW 98TH AVE 9895 5W KIMBERLY DR
TIGARD,OR 97224 .TIGARD,OR 97224
2S111CD-04000 2S111CD-10100
KNIGHT BETTY M LEISTRA RONALD M&ALDINE
9545 SW BRENTWOOD PL 9815 SW KIMBERLY
TIGARD,OR 97224 TIGARD,OR 97223
2S 111 DC-06200 2S114BA-15700
KOENIG REVOCABLE TRUST LEONHARDT CHRISTY D&FRED W
BY JUANITA KOENIG& 16175 SW COPPER CREEK DR
KAKROLYN NEUPERT TRS TIGARD,OR 97224
9495 SW BRENTWOOD PL
TIGARD,OR 97224
25111 CD-05600 2S 111 CD-03800
KOEPKE WARREN C 8 WINNIE LINK JOHN M
9580 SW BRENTWOOD PL 9565 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
251148A-16700 2S1146A-06600
KOLBU KEITH D&KATHLEEN S MALONE PATRICIA M&
9750 SW DURHAM RD MCDONALD MARY JANE
TIGARD,OR 97224 9775 SW COOK CT
TIGARD,OR 97224
2S 111 CD-0S800 2S 111 DG05000
MANZANO PHILIP A AND GERALDINE NELSON GARY 8
15920 SW SERENA CT SANDRA M
TIGARD,OR 97224 15671 SUMMERFIELD LN
TIGARD,OR 97224
2S111CD-10000 2S114BA-02700
MCCOY JAMES L& IRENE N TRS NELSON KRISTINE J
9825 5W KIMBERLY DR 9860 SW SERENA WAY
TIGARD,OR 97224 TIGARD,OR 97224
2S111CD-04500 25111CD-04900
MCDOUGALL JAMES R&MONICA M NUTTER JUDITH A&
9540 SW BRENTWOOD PLACE QUINN DORIS G
TIGARD,OR 97224 15995 SW BRENTWOOD CT
TIGARD,OR 97224
2S 111 CD-04200 2S 114BA-00500
MCKEAN ROBERT C 8 LORA M OCHS JOHN J/DONNA D
9510 5W BRENTWOOD PLACE 9895 SW SERENA
TIGARD.OR 97224 TIGARD,OR 97224
2S 111 CD-04800 2S 1146A-06100
MILES PAUL M&PERLA V PANTER COLBY J&JOANNA R
15990 SW BRENTWOOD CT 9845 SW SERENA WAY
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-09200 2S 111 CD-06000
MILLER ROBERT A&LINDA C PARCELL JOHN T 8 JOLENE C
15880 SW SERENA WAY CT 9620 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S114BA-05900 25111CD-10400
MODELL LESLIE D 8 KRISTI C PEIZNER KAY PAULINE
9830 SW DURHAM RD 15755 SW 98TH AVE
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-061 DO 2S 111 CD-05900
MOORE BRIAN J/DONNA L PERRINE CAROLINE W TR
9835 SW KIMBERLY DRIVE 9610 SW BRENTWOOD PLACE
TIGARD,OR 97224 TIGARD,OR 97224
2S 114 BA-14800 2S 111 CD-05700
MORRIS EDDIE M 8 LESTA J PETERS ALICE E
16100 SW COPPER CREEK DR 9590 SW BRENTWOOD PL
TIGARD,OR 97224 TIGARD,OR 97224
2S 111 CD-05200 2S 111 CD-01700
NEL50N BARBARA J PETERSEN MELVIN C
15965 SW BRENTWOOD CT 15641 SW SUMMERFIELD LN
TIGARD,OR 97223 TIGARD,OR 97224
2S111CD-04600 2S114BA-06800
PETERSON GLENN L&KATHERINE E ROSTAMIZADEH AHMAD AND
15970 SW BRENTWOOD CT BROWN MABEL M
TIGARD,OR 97224 9760 SW COOK CT
TIGARD,OR 97224
2S 111 DC-06400 2S 111 CD-09300
PETERSON W ILLIAM D 8 VERNA K TR RUZICKA DIANE L
9515 SW BRENTWOOD PL 9900 SW KIMBERLY OR
TIGARD,OR 97224 TIGARD,OR 97223
2S111 CD-09800 2S114BA-15100
PETRINA JACK M&FRANCES M SANOCKI MARK S
9860 SW KIMBERLY DR 16070 SW COPPER CREEK DR
TIGARD,OR 97224 TIGARD,OR 97224
14 BA-00200 2S 111 CD-03400
PIC NG NO 2 SAVAGE ARDETH M
OW F ALL LOTS 9615 SW BRENTWOOD PL
TIGARD,OR 97224
2S 111 CD-07100 2S 111 DC-06100
PIERCE HAROLD D 8 MARILYN K SCHULTZ ELAINE M
PO BOX 2316 9485 SW BRENTWOOD PL
LAKE OSWEGO,OR 97035 TIGARD,OR 97224
25117 CD-03900 2S 111 CD-02800
REED KATHERINE E TR SCHUMACKER BONNIE J TRUSTEE
BY KATHERINE E REED TR 15610 SW 98TH AVE
9555 SW BRENTWOOD PL TIGARD,OR 97224
TIGARD,OR 97224
2S 111 CO-06600 2S 111 CD-05100
REED MICHAEL T SEITZINGER PEGGY E
9847 SW KIMBERLY DR 15975 SW BRENTWOOD CT
TIGARD,OR 97224 TIGARD,OR 97224
2S11 tCD-09400 2S114BA-06400
RENSKLEV ELLEN M SHELTON WILLIAM N JR AND
9898 SW KIMBERLY DR HERMELINDA B
TIGARD,OR 97224 9815 SW COOK COURT
TIGARD,OR 97224
2S111 CD-09000 25111 CD-03200
RICHARDSON LYNNE L 8 SINNARD GERALDINE
RICHARDSON JEAN E 9635 SW BRENTWOOD PL
15900 SW SERENA CT TIGARD,OR 97224
TIGARD,OR 97224
2S 111 CD-05000 2S 114BA-15800
RIEDER T H&M FRANCINE SIRIANNI DEBRA L.EE
15985 SW BRENTWOOD CT 16185 5W COOPER CREEK DR
TIGARD,OR 97224 TIGARD,OR 97224
2S1148A-06500 2S114BA-06700
SMITH EDWARD D AND SHIRLEY THOMAS LOWELL H AND ILA M
9785 SW COOK COURT 9765 SW COOK CT
TIGARD,OR 97224 TIGARD,OR 97224
2S111 CD-00500 2S111 CD-00300
SOLlS GUSTAVO 8 CAROL TIGARD CHURCH OF GOD
9835 SW DURHAM RD 15670 SW 98TH AVENUE
TIGARD,OR 97224 TIGARD,OR 97223
2S111 CD-00400 25171 CD-02000
SOUTHWEST CHURCH OF TILLMAN JOHN&BONNIE J
CHRIST 15597 SW SUMMERFIELD LN
9725 SW DURHAM ROAD TIGARD,OR 97224
TIGARD,OR 97223
251146A-15D00 2S111CD-03100
STEVENS JEAN L TODD MARIAN F
6287 EVERGREEN DR MAYOR MAURI
WEST LINN,OR 97068 9645 SW BRENTWOOD PL
TIGARD,OR 97224
2S 111 CD-03000 2S 111 CD-08900
STOUT BARBARA L CO-TRUSTEE 8 TOWLE JANET C
DOOLING CAROL S CO-TRUSTEE 15910 SW SERENA CT
15630 SW 98TH TIGARD,OR 97224
TIGARD,OR 97224
25111 DC-06300 2S114AB-00700
SULLIVAN ROBERT D AND TUALATIN OREGON CONGREGATION
KATHERINE J OF JEHOVAH'S WITNESSES INC
9505 SW BRENTWOOD PLACE 15390 SW 82ND PLACE
TIGARD,OR 97224 TIGARD,OR 97224
111 CD-010 2S111 CD-03600
S IELD NO 4 ULWELLING JOHN J&KATHLEEN M
OW R ALL LOTS PO BOX 230781
•p TIGARD,OR 97281
S 111 CD-026 2S 171 DC-06500
S E ELD NO 7 WATKINS PARKER D JR
OW F ALL LOTS 9480 5W BRENTWOOD PL
TIGARD,OR 97224
2S111 DC-152 25111 CD-10300
M IELD NO 7 WEGENER BRIAN AND
OW F ALL LOTS KAREN BULLARD
9830 SW KIMBERLY
TIGARD,OR 97223
2St 11 CD-05400 25111 CD-01900
TAYLOR JAMES B 8 WILEY RICHARD H 8 LOIS W TRUSTE
E JUANITA TRUSTEES 15613 SW SUMMERFIELD LN
15945 SW BRENTWOOD CT PORTLAND,OR 97224
TIGARD,OR 97224
2S1146A-00300
WILSON NATHANIEL D
9875 SW SERENA WAY
TIGARD,OR 97224
2S114BAA6200
WONG ROGER R&
HUFFORD-WONG TAMARA J
9835 SW SERENA WAY
TIGARD,OR 97224
2S774BA-15600
ZINCK GEORGE M 8
LINDA S
16165 SW COPPER CREEK
TIGARD,OR 97224
2St146A-14900
ZUBER JOHN DONALD&
LINDA P
16090 SW COPPER CREEK DR
TIGARD,OR 97224
ORVILLE GROSSARTH
23g9O $W MORGAN LANE
SHERWOOD. OR 97140
LANE BROWN
gOZ6 SE ZIST AVENUE
PORTLAND� OR 97202
Jack Biethan
11023 SW Summerfield Drive, #4
Tigard, OR 97224
Kristen Miller
8940 SW Edgewood Street
Tigard, OR 97223
Paul Owen
10335 SW Highland Drive
Tigard, OR 97224
Tim Esau
PO Box 230695
Tigard, OR 97281
Nathan and Ann Murdock
PO Box 231265 �
Tigard, OR 97281
Ross Sundberg
16382 SW 104th Avenue .
Tigard, OR 97224
Brian Wegener
9830 SW Kimberly Drive
Tigard, OR 97224
J. Dyar
10430 SW Century Oak Drive
Tigard, OR 97224
Rex Caffall
13205 SW Village Glenn
Tigard, OR 97223
Josh Thomas
10395 SW Bonanza
Tigard, OR 97224
CITY OF TIGARD - SOUTH CIT SUBCOMMITfEE (pg. I -0( I) (i:lcurpinlsetupllabelslClT South.doc) UPDATED: June 18, 2003
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Z W ClTY OF TIGARD PLANNING QIVISIC�N a�'
AFFIDAVIT OF MAILIHG CITYOFTIGARD
(ouu��untty�Ut�e(.�prntr�t
SfiapingA BetterCommunity
I, rnat�icia G. Lu � being first duly sworn/affirm, on oath depose and say that I am a SeniorAdminrstrative SpecraGst for
the City of7'�gar�as(cinBtonCounry, Oregonand that I served the following:
{Check Appmpnate Boz(s)Below}
� NOTICE OF FINAL ORDER FOR:� CUP2003•00009/VAR2003-00092/VAR2003-00093 — SOUTHWEST CHURCH OF CHRIST ADDITION
� AMENDED NOTICE (File No.Mame Reference)
HEARING BODY: HEARING DATE:
❑ City of Tigard Planning Director
� Tigard Hearings Officer (12/8/2003)
p Tigard Planning Commission
❑ Tigard City Council
A copy of the said notice being hereto attached, marked Exhlblt"A", and by reference made a part hereof, was mailed to
each named person(s) at the address(s) shown on the attached list(s), marked Exhlblt"B",and by reference made a part
hereof, on December 16,2003,and deposited in the United States Mail on December 16,2003, postage prepaid.
. �
(Person that ared tice)
S7,�1?E O�F O�E�ON
CC�j'o�? 'atf jrngton ss
�
Subscribed and sworn/affir ed before me on the��� day of , 20 .
'• OFFICIA�SEAI.
� J BENOTSON
�. a
�7 NOTARY PUBUGOREGON
COMMISSION N0.368086 ��� �
MY COMMISSION EXPIRES APR.27,2007
My Commission Expires:
, . EX; 31T�
I 20 DAYS = 21I 8/2004 CITY OF TIGARD
DATE OF FILING: 12/16/2003 Commwuty�u�vtloprnent
ShapingA�etter Community
CITY OF TIGARD
`WasFiington County, Oregon
NOTICE OF FINAL ORDER BY THE HEARINGS OFFICER
Case Numbers: CONDITIONAL USE PERMIT CUP 2003-00009
DEVELOPMENT ADJUSTMENT VAR 2003-00092
DEVELOPMENT ADJUSTMENT VAR 2003-00093
Case Name: SOUTHWEST CHURCH OF CHRIST ADDITION
Name of Owner: Southwest Church of Christ
Name of Applicant: Orville Grossarth
Address of Applicant: 23990 SW Mor an Lane Sherwood Ore on 97140
Address of Property: 9725 SW Durham Road Ti ard Ore on 97224
Tax Ma /Lot Nos.: Washin ton Co. Tax Assessor's Ma No. 2S111CD, Tax Lot 400.
A FINAL ORDER INfORPORATING THE FACTS, FINDINGS AND CONCLUSIONS APPROVING A REQUEST fOR A fONDITIONAL USE AND TWO DEVELOPMENT
AO US^I TMENTS• THE CITY OF TIGARD HEARINGS OFFICER NAS REYIEWED THE APPLICANT'S PLANS, NARRATIYE, MATERIALS, LOMMENTS OF REVIEWING AGEN[IES,
TNE PLANNING DIVISION'S STAFF REPORT AND RECOMMENDATIONS FOR THE APPLICATION DESCRIBED IN FURTHER DETAII IN THE STAFF REPORT. THE
HEARINGS OFfICER HELD A PUBLIC HEARING ON DECEMBER 8. 2003 TO RECEIVE TESTIMONV REGARDING THIS APPII(ATION. THIS DEfISION HAS BEEN
BASED ON THE FAQS, fINDINGS AND CONflUSIONS fONTAINED WITHIN THIS FINAL ORDER.
Request: ➢ The applicant is requesting Conditional Use approval to construct a 10,900 square foot addition to
the existing Southwest church of Christ. The proposed addition will house a new lobby and
auditorium with a new covered entry. The applicant is also requesting an Adjustment to reduce
the minimum driveway setback from a collector or arterial street intersection, and an Adjustment to
reduce the required bicycle parking spaces from 23 to 8. At the close of the record, the
Hearings Officer approved all applications, subject to the conditions of approval within this
final order.
Zone: R-7: Medium-Density Residential District. Applicable Review Criteria: Community
Development Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705, 18.725, 18.745, 18.755,
18,765, 18.780, 18.790, 18.795 and 18.810.
Action: ➢ ❑ Approval as Requested 0 Approval with Conditions ❑ Denial
Notice: Notice was published in the newspaper and mailed to:
� Owners of Record Within the Required Distance � Affected Government Agencies
0 Area Citizen Involvement Team � The Applicants and Owners
The adopted findings of fact and decision can be obtained from the Planning Division/Community
Development Department at the City of Tigard City Hall.
Final Decision:
THIS DECISION IS FINAL ON DECEMBER 16, 2003 AND BECOMES
EFFECTIVE ON JANUARY 1, 2004 UNLESS AN APPEAL IS FILED.
Appeal:
The decision of the Review Authority is final for purposes of appeal on the date that it is mailed. Any party with
standing as provided in Section 18.390.040.G.1. may appeal this decision in accordance with Section
18.390.040.G.2. of the Tigard Community Development Code which provides that a written appeal together with
the required fee shall be filed with the Director within ten (10) business days of the date the notice of the
decision was mailed. The appeal fee schedule and forms are available from the Planning Division of Tigard
City Hall, 13125 SW Hall Boulevard, Tigard, Oregon 97223.
THE DEADLINE FOR FILING AN APPEAL IS 5:00 PM ON DECEMBER 31, 2003.
Questions: If you have any questions, please call the City of Tigard Planning Division at (503) 639-4171.
BEFORE THE LAND USE HEARINGS OFFICER
FOR THE CITY OF TIGARD, OREGON
Regarding an application by the Southwest Church of ) F I N A L O R D E R
Christ for a conditional use permit for a 10,900-square ) CUP 2003-0009 and
foot addition to an existing church at 9725 SW Durham) VAR 2003-0092 & 2003-0093
Road in the R-7 zone in the City of Tigard, Oregon ) (Southwest Church of Christ)
A. FINDINGS AND CONCLUSIONS
1. Orville Grossarth filed the application for the Southwest Church of Christ (the
"applicant"). He requests approval of a conditional use permit to construct a 10,900-
square foot lobby and auditorium as an addition to the existing Southwest Church of
Christ at 9725 SW Durham Road; also known as tax lot 400, WCTM 2S111CD (the
"site"). The applicant also requests approval of an adjustment to reduce the minimum
driveway setback from a collector or arterial intersection and an adjustment to reduce the
number of required bicycle parking spaces from 23 to 8. The Staff Report to the Hearings
Officer dated December 1, 2003 (the"Staff Report") contains a history of City review and
development on the site, which the hearings officer incorporates as his own.
2. Tigard Hearings Officer Larry Epstein(the"hearings officer") held a duly
noticed public hearing on December 8, 2003 to receive and consider public testimony in
this matter. The record includes a witness list, materials in the casefile as of the close of
the hearing, and an audio record of the hearing. At the beginning of the hearing, the
hearings officer made the declaration required by ORS 197.763. The hearings officer
disclaimed any ex parte contacts, bias or conflicts of interest. The following is a
summary by the hearings officer of selected relevant testimony offered at the hearing.
a. City planner Matt Scheidegger summarized the proposed development,
the applicable approval standards, the Staff Report and recommended conditions of
approval.
b. City planning manager Dick Bewersdorff clarified the"reservation
area" required as a condition of approval along the site's Durham Road frontage.
c. Architect Lane Brown testified for the applicant. He accepted the
findings and conditions of approval in the Staff Report without objections. He also
waived the applicant's right to submit a closing written argument after the public hearing.
d. At the end of the hearing, the hearings officer closed the public record
and announced his intention to approve the application subject to recommended
conditions.
3. City staff recommended that the hearings officer approve the appiication based
on findings and conclusions and subject to conditions of approval recommended in the
Staff Report. The applicant accepted the conditions. No one disputed the findings in the
Staff Report. The hearings officer agrees with those findings, conclusions and conditions,
and adopts the affirmative findings in the Staff Report as support for this Final Order.
4. Based on the findings and discussion provided or incorporated in this final
order, the hearings officer concludes that the applicant sustained the burden of proof that
the proposed conditional use permit and variances do or will comply with the applicable
criteria of the Community Development Code, provided development that occurs after
this decision complies with applicable local, state, and federal laws and with conditions
of approval warranteci to ensure such compliance occurs in fact. Therefore those
applications should be approved subject to such conditions.
B. ORDER
In recognition of the findings and conclusions contained herein, and incorporating
the Staff Report and public testimony and exhibits received in this matter, the hearings
officer hereby approves CUP 2003-00009, VAR 2003-00092 and VAR 2003-00093
(Southwest Church of Christ), subject to the conditions of approval in the Staff Report.
DATED this 16th day of December, 2003.
� �
La Ep ein, sq., AICP
' y of Tigard Land Use Hearings Officer
CUP 2003-00009, VAR 2003-00092 and VAR 1003-00093Hearings O�cer Final Order
(Southwest Church ojChrist) Page 2
Agenda Item: 2.1
Hearin Date: December 8 2003
STAFF REPORT TO THE
HEARINGS OFFICER CITYOfTIGARD
Community�Dec�efi�pment
FOR THE CITY OF TIGARD, OREGON 5������'B�tterCommunity
120 DAYS = 2/18/2004
SECTION I. APPLICATION SUMMARY
FILE NAME: SOUTHWEST CHURCH OF CHRIST ADDITION
CASE NOS: Conditional Use Permit (CUP) CUP2003-00009
Ad�ustment AR VAR2003-00092
Ad�ustment �VAR� VAR2003-00093
APPLICANT: Orville Grossarth OWNER: Southwest Church of Christ
23990 SW Morgan Lane 9725 SW Durham Road
Sherwood, OR 97140 Tigard, OR 97224
APPLICANT'S Lane Brown
REP.: 8026 SE 21St Avenue
Portland, OR 97202
PROPOSAL: The applicant is requesting Conditional Use approval to construct a
10,900 square foot addition to the existing Southwest Church of Christ.
The proposed addition will house a new lobby and auditorium with a new
covered entry. The applicant is also requesting an Adjustment to reduce
the minimum driveway setback from a collector or arterial street
intersection, and an Adjustment to reduce the required bicycle parking
spaces from 23 to 8.
LOCATION: 9725 SW Durham Road; WCTM 2S111 CD, Tax Lot 400.
COMPREHENSIVE
PLAN and
ZONING
DESIGNATION: R-7: Medium-Density Residential District. The R-7 zoning district is
designed to accommodate attached single-family, homes, detached
singfe-family homes with or without accessory residential units, at a
minimum lot size of 5,000 square feet, and duplexes, at a minimum lot
size of 10,000 square feet. Mobile home parks and subdivisions are
also permitted outright. Some civic and institutional uses are also
permi�ted conditionalry.
APPLICABLE
REVIEW
CRITERIA: Communi�y Development Code Chapters 18.330, 18.360, 18.370, 18.390,
18.510, 1$.705, 18.725, 18.745, 18.755, 18.765, 18.780, 18.790, 18.795,
and 18.810.
SECTION II. STAFF RECOMMENDATION
Staff recommends that the Hearings Officer find that the proposed Conditional Use Permit,
Access, and Bicycle Parking Adjustment will not adversely affect the health, safety and
welfare of the City and meets the Approval Standards as outlined in this report. Therefore,
Staff recommends APPROVAL, subject to the following recommended Conditions of
ApprovaL
SW CHURCH OF CHRIST ADDITION PAGE 1 OF 22 CUP2003-00009\VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
CONDITIONS OF APPROVAL
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO (SSUANCE OF THE SITE AND/OR BUILDING PERMITS:
u mit to t e anning epartment at ew c ei egger, 7 , ext. 7 or
review and approval:
1. Prior to site work, the applicant shall submit a detailed lighting plan, that shows no
projection off-site and complies with crime prevention requirements of the Tigard
Development Code (TDC) Section 18.360.090(10).
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review
and approval:
2. Prior to issuance of a site permit, a Public Facility Improvement (PFI) permit is required
for this project to cover the connection to the public water line and any other work m the
public right-of-way. Six (6) sets of detailed public improvement plans shall be submitted
for review to the Engineering Department. NOTE: these plans are in addition to any
drawings required by the Buildin Division and shalt only include sheets rervant to
public improvements. Public Faci ity Improvement (PFI) permit plans shall conform to
City of Tigard Public Improvement besign Standards, which are available at City Hall
and the City's web page (www.ci.tigard.or.us).
3. The PFI permit plan submittal shall include the exact legal name, address and telephone
number of the individual or corporate entity w�will be designated as the "Permittee",
and who will provide the financial assurance for the public improvements. For examPle,
specify if the entity is a corporation, limited partnershiP, LLC, etc. Also specify the state
within which the entity is, incorporated and provide the name of the corporate contact
person. Failure to provide accurate information to the Engineering Department will
delay processing of project documents.
4. Prior to issuance of the Site Permit, the applicant sf�all pay $1,512.50 to the City for the
striping of the bike lane along the frontage of SW 98 Avenue.
5. The applicant shall provide an on-site water quality facility as required by Clean Water
Services Design and Construction Standards (adopted by Resolution and Order No.
00-7). Final plans and calculations shall be submitted to the Engineering Department
(Kim McMillan) for review and apProval Prior to issuance of the site permit. In addition, a
proposed maintenance plan shall be submitted along with the plans and calculations for
review and approval.
THE FOLLOWING CONDITIONS SHALL BE SATISFIED
PRIOR TO A FINAL BUILDING INSPECTION:
u mit to the P anning Department athew c eidegger, 639-4171, ext. 2 37 for
review and approval.
6. Restrict the southern access drive to right-in, right-out only.
Submit to the Engineering Department (Kim McMillan, 639-4171, ext. 2642) for review
and approval:
7. Prior to a final building inspection, the applicant shall complete any work in the public
right-of-way (or public easement) and obtain approval from the Engineering Department.
SW CHURCH OF CHRIST ADDITION PAGE 2 OF 22 CUP2003-000091VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
8. Additional right-of-way (ROW) shall be reserved for the Public along the frontage of SW
Durham Road to mcrease the right-of-way to 52 feet from the centerline. The
description shall be tied to the existing right-of-way centerline. The reservation
document shall be on City forms. Instructions are available from the Engineering
Department. Setbacks will be based on the boundary of the reservation strip, and no
structures are allowed within the right-of-way reserve strip.
FAILURE TU SATISFY THE CONDITIONS t?F APPROVAL WITHIN 1$ MONTHS OF THE
EFFECTIVE DATE QF THE HEARINGS OFFICER'S DECISION SHALL RENDER THE
HEARINGS OFFICER'S DECISION VOID.
SECTI�N III. BACKGROUND INFORMATION
Site Histo :
n , t e City approved the site development plans for the church (SDR18-76). In 1978,
the City denied a conditional use request for weekday use of the church building as a day
school (CU 21-78) apparently due to traffic concerns and location next to an adult only
community Conditional Use approval was ranted in 1987 for a 1,800 square foot
expansion for the SW Church of Christ (CU 87-0�). No other development applications were
found to have been filed with the City of Tigard.
Site Information and Pro osal Descri tion:
e app icant is requesting on itiona Use approval to construct a 10,900 square foot
addition to the existing Soufhwest Church of Christ. The proposed addition will house a new
lobby and auditorium with a new covered entry. The applicant is also requestin an
Adjustment to reduce the minimum driveway setback from a collector or arferial s�reet
intersection, and an Adjustment to reduce the required bicycle parking spaces from 23 to 8.
SECTI�N IV. DECISION MAKING PROCEDURES. PERMITS AND USE
Use Classification: Section 18.130.020
is s e se a egories.
The applicant is proposing to amend the existing conditional use permit to allow for
construction of a new addition to the existing SW Church of Christ. Churches are permitted by
Conditional Use in all zones. AdJ'ustments to access and parking requirements of this nature
are administrative reviews (Type fl). When applications are reviewed concurrently, the highest
review authority considers them. In this case, the application is subject to a public hearing
before the City of Tigard Hearings Officer.
Summa Land Use Permits: Chapter 18.310
e ines e ec�s�on-ma ing type to which the land-use application is assigned.
The proposed amendment to the existing Conditional Use permit is a Type III-HO decision.
The proposed access and parking adjusfinents are a Type II Administrative review.
SECTION V. NEIGHBORHOOD COMMENTS
The Tigard Community Development Code requires that property owners within 500
feet of the subject site be notified of the proposal, and be given an opportunit� for
written comments andlor oral testimony prior to a decision being made. In addition,
the applicant is reyuired to post the site with notice of the �ublic hearing. Staff has
verified that the site is posted. Staff has received letters from several surrounding
property owners. The comments that are not speciFcally addressed in this section
have been addressed elsewhere in this report. The items are as follows:
SW CHURCH OF CHRIST ADDITION PAGE 3 OF 22 CUP2003-00009\VAR2003-00092�VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
No comments were received.
SECTION VI. SUMMARY OF APPLICABLE CRITERIA
A summary of,the applicable criteria in this case, in the Chapter order in which they are
addressed in this report are as follows:
A. S ecific Conditional Use Criteria
enera pprova n ena
Additional Conditions of Approval)
B. A licable Develo ment Code Standards
on i iona ses
18.360 Site Development Review)
18.370 ariances and Adjustments)
18.510 Residential Zoning)
18.705 Access, Egress & Circulation)
18.725 Environmental PerFormance Standards)
18.745 Landscaping and Screening)
18.755 Mixed Solid Waste & Recycfable Storage)
18.765 Off-Street Parking and Loading Requirements)
18.790 Tree Removal)
18.795 isual Clearance)
C. Additional Site Development Review Approval Standards
D. Street and Utility Improvement Standards (18.8101
E. �c� u v — -
SECTION VII. APPLICABLE REVIEW CRITERIA AND FINDINGS
A. SPECIFIC CONDITIONAL USE APPROVAL CRITERIA
Section 18.330.010.A states that the purpose of this chapter is to provide standards
and procedures under which a conditional use may be permitted, enlarged or altered if
the site is appropriate and if other appropriate conditions of approval can be met.
There are certain uses which due to the nature of the impacts on surrounding land
uses and public facilities require a case-by-case review and analysis.
Section 18.330.020.A states that a request for approval for a new conditional use shall
be processed as a Type I11-HO procedure, as regulated by Chapter 18.390.050, using
approval criteria contained �n Section 18.330.030A and subject to other requirements
in Chapter 18.330.
General A roval Criteria for a Conditional Use: Section 18.330.030:
e site size an imensions provi e a equa e area or e nee s of the proposed use;
The existing site size is 3.0 acres. After the proposed expansion, the site will have 70 percent
site coverage, which is below the maximum allowed (80 percent).
The characteristics of the site are suitable for the proposed use considering size, shape,
location, topography, and natural features;
There are no apparent natural features on this site, and the size, sha pe, and location are not
extraordinary. The site is relatively flat. As discussed in this report, the site appears suitable
for the proposed development. There are several large trees slated to be removed for the
proposed addition. Tree removal is addressed under Chapter 18.790 (Tree Removal).
SW CHURCH OF CHRIST ADDITION PAGE 4 OF 22 CUP2003-000091VAR2003-00092�VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
All required public facilities have adequate capacity to serve the proposal; and
According to the comments received, all public facilities including streets, storm and sanitary
sewers, and water have adequate capacity to serve the site as discussed in detail elsewhere m
this report.
The applicable requirements of the zoning district are met except as modified by this
chapter.
The following table provides the dimensional standards in the R-7 zone, the additional
dimensional requirements for religious facilities are specified in the Conditional Use Standards
of Section 18.330.050.B.9 and the dimensions proposed forthis development.
STANDARD R-7 CONDITIONAL USE PROPOSED
REQUIREMENT
Minimum Lot Size 5,000 sq.ft. 20,000 sq.ft 133,400 sq.ft
Minimum Lot Width 50 ft. SAME AS R-7 285 ft
Minimum Setbacks
Front yard 15 ft 25 ft 173 ft
Side facing street on corner 8 through lots 10 ft 20 ft 79 ft
Side yard 5 ft 20 it 14 ft
Rear yard 15 ft 20 ft 210 ft
Maximum Height 35 ft. SAME AS R-7 35 ft
Maximum Site Covera e 2 80•/. SAME AS R-7 70%[2)
Minimum Landscape Re uirement 20•/. SAME AS R-7 30%
[2j InGudes all buildings and impervious surfaces.
As identified in the table above, the a�plicant's plans show that the dimensional standards for
the proposed expansion meet the onditional Use standards except for the pre-existing
internal side yard setback, which is 14 feet from the east property line: Staff researched the
property and found an original staff report for the church, which mentioned that the setback
on the east property line appeared to close along with other issues. A denial was
recommended by Staff; however, the Tigard Review Board approved the request with the
current setbacks in June of 1976. The proposed addition is not increasing the east side yard
setback; therefore, the pre-existing non-conformity is not being increased.
The supplementary requirements set forth in other chapters of this Code including but
not limited to Chapter 18.780, Signs, and Chapter 18.360, Site Development Review, if
applicable, are met or can be conditioned to be satisfied.
The applicable review criteria in this case include the followinq chapters of the Communi�
Development Code: 18.330, Conditional Use; 18.360, Site Uevelopment Review; 18.37U,
Variances and Adjustments; 18.390, Decision Making Procedures• 18.510, Residential Zoning
Districts; 18.705 Access, Egress and Circulation• 18.725, �nvironmental Performance
Standards; 18.7�5 Landscap ing and Screening; 18.�'55, Mixed Solid Waste and Recyclables
Stora e; 18.765, dff-Street Parking; 18.790, Tree Removal� 18.795, Visual Clearance Areas�
and �8.810, Street and Utility Improvement Standards. 'The development standards and
requirements of these chapters are addressed further in this report.
The proposal contains no elements related to the provisions of the following chapters: 18.600,
Community Plan Area Standards; 18.710, Accessory Residential Units; 18.715, Density
Computations; 18.720, Design Compatibility Standards; 18.730, Exceptions to Development
Standard; 18.740, Historic Overlay; 'f 8.742, Home Occupations; 18.750, Manufactured/Mobile
Home Regulations; 18.760, Nonconforming Situations; 18.775, Sensitive Lands; 18.780,
Temporary Uses; and 18.798, Wireless Communications Facilities. These chapters are,
therefore, found to be inapplicable as approval standards.
The use will comply with the applicable policies of the Comprehensive Plan.
SW CHURCH OF CHRIST ADDITION PAGE 5 OF 22 CUP2003-00009\VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
The Comprehensive Plan is implemented by the Community Development Code. Compliance
with Comprehensive Plan policies are, therefore, assured by satisfaction of the applicable
development standards of the development code as addressed within this report.
FINDING: Based on the analysis above, the General Approval Criteria for a Conditional Use
have been satisfied.
Additional Conditions of A roval for Conditional Use.
ec ion . . s a es a e earings u ori may impose conditions on the
approval of a conditional use, which are found necessary to ensure the use is
compatible with other uses in the vicinity, and that the impac} of the propased use on
the surrounding uses and public facilities is minimized. These conditions may
include, but are not limited to the following:
Limiting the hours, days, place and/or manner of operation;
The maJ'ority of activities within the expansion of the Church will occur on Sundays. A search
of the City s code enforcement records shows no complaints against the existing church
operations. Accordin to the aPPlicant, there are currently four worship sessions every
Sunday, at 8:00 AM, �:30 AM, 11:00 AM and 6:00 PM. Week day activities include free
pre-school programs for two hours in the morning and afternoon each Tuesday and
Thursday. The pre-school program is limited to 32 children for each session. The current
operatin� times were approved under Conditional Use Permit (CUP) 98-0005. There are no
plans to increase capacity or days of operation for the pre-school. Therefore, Staff does not
find any justification to impose conditions limiting the hours, days, and/or manner of
operation.
Requiring design features, which minimize environmental impacts such as noise,
vibration, air pollution, glare, odor and/or dust;
Hazards that are inherent during construction will be held to the same standards as other
construction within the City of Tigard as regulated by the Tigard Municipal Code (TMC).
Glare will be addressed in fhe discussion of lighting later in this report. All of these items will
be subject to code enforcement review if the applicant exceeds the allowed levels.
Requiring additional setback areas, lot area, and/or lot depth or width;
The buffer requirements are discussed further in this report under Chapter 18.745
Landscaping and Screening.
Limiting the building height, size or lot coverage, and/or location on the site;
Based on the plans submitted, the applicant has designed and placed the addition such that
it meets the underlymg zone requirements, as well as, the additional requirements imposed
on conditional uses.
Designating the size, number, location and/or design of vehicle access points;
The subject site has two existin� access points on SW 98�' Avenue. No new access points
are associated with this application. Therefore, this standard does not apply.
Requiring street right-of-way to be dedicated and street(s) to be improved;
Street dedications are addressed later in this report (Chapter 18.810 Street and Utility
Improvement Standards).
Requiring landscaping, screening, drainage andlor surfacing of parking and loading
areas;
SW CHURCH OF CHRIST ADDITION PAGE 6 OF 22 CUP2003-000091VAR2003-000921VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
The eastem property line is densely landscaped with a combination of existing trees vertical
shrubbery and a four to six foot hedge, which screens the church from abutfing residential
properties. The parking lot is pre-existing with a total of 182 parking stalls. According to the
parking lot landscaping requirements of Chapter 18.745, parking lots will be constructed with
one parking lot tree for every seven spaces. Based on the current standard, the subject site
would be required to plant a minimum of 26 parking lot trees. The parking lot has a total of
ten parking lot trees within landscaped islands; however, because the parking area is
pre-existing non-conforming and it is not being increased, no additional p��king lot trees shall
be conditioned. Street trees exist on both frontages �SW Durham and 98 Ave.). Additional
landscaping will be planted around the proposed addition. Therefore, Staff does not find any
justificafion to impose conditions requiring additional landscaping.
Limiting the number, size, location, height and/or lighting of signs;
No new signs are proposed with this application.
Limiting or setting standards for the location and/or intensity of outdoor lighting;
Lighting is an issue that will be discussed when addressing crime prevention later in this
report under (C.)Additional Site Development review Approval Criteria.
Re4uiring berms, screening or landscaping and the establishment of standards for
their installation and maintenance;
Staff will address additional screening and landscaping later in this report under Chapter
18.745 Landscaping and Screening.
Requiring and designating the size, height, location and/or materials for fences;
The applicant has not proposed fences with this application.
Requiring the protection and preservation of existing trees, soils, vegetation,
watercourses, habitat areas and/or drainage areas;
The proposed addition will require the removal of eight large Oak and Plum trees which are
over 12 inches in diameter. No work is being done near areas of trees to remain. Therefore,
no tree protection has been proposed.
Requiring the dedication of sufficient open land area for a greenway adjoining and
within the floodplain when land form alterations and development are allowed w�thin
the 100-year floodplain; and
This development is not adjacent to the 100-year floodplain; therefore, a condition is not
necessary.
Requiring the construction of a pedestrian/bicycle pathway within the floodplain in
accordance with the adopted pedestrian/bicycle pathway plan.
This development is not adjacent to the 100-year floodplain; therefore, a condition is not
necessary.
FINDING: Based on the analysis above, the Additional Conditions of approval standards
have been satisfied.
B. APPLICABLE DEVELOPMENT CODE STANDARDS
Site Development Review — Chapter 18.360:
The Site Development Review approval standards require that a development proposal be
found to be consistent with the various standards of the Community Development Code. The
proposal's consistency with these Code Chapters is reviewed in the following sections.
SW CHURCH OF CHRIST ADDITtON PAGE 7 OF 22 CUP2003-000091VAR2003-00092\VAR2003-00093
1?J08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Variances and Ad'ustments — Cha ter 18.370:
ec ion . . . pecia �us men s, states that the Director shall approve or
deny a request for an adjustment to the access and egress standards contained in
Chapter 18.705 of the Tigard Development Code based on the following criteria:
The applicant is requesting an adjustment to allow reduction of the requirement for minimum
driveway setbacks from a collector or arterial street intersection in order to continue using the
existing access to the site. Even though the access is pre-existing non-conforming, the
access, e ress and circulation standards are not referred to Chapter 18.760 (Nonconforming
Situations�. Therefore, an adjustment is required.
Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the
influence area of collector or arterial street mtersections. The minimum driveway setback
from a collector or arterial street intersection shall be 150 feet measured from the
right-of-way line to the throat of the proposed drive. SW Durham Road is classified as an
arterial in the Tigard Transportation System Plan. The proposed addition to the church does
not create a need for addifional parking or additional access points to the site. The existing
south drive fror� the parking area is currently located 111 feet from the intersection of SW
Durham and 98 Avenue.
It is possible to share access.
The subject site has two access points that have approximately 24 feet of pavement width.
The existing parking area has a total of 183 parking stalls. According to 18.705 Access
E�ress, and Circulation, a parking area with 'f00-plus parking stalls is required to have a
mmimum of two access drives that are 30 feet in width with 24 feet of pavement or one
access drive that is 50 feet in width with 40 feet of pavement. Therefore, if the site was to be
limited to share the furthest access point to the north, the site would be in violation of the
minimum access width of 50 feet with 40 feet of pavement. If the applicant were to increase
the width of the north entrance, existing trees would need to be removed. Therefore, sharing
access is not recommended.
There are no alternative access points on the street in question or from another street;
The original approval of the church in June of 1976 req�ired the applicant to change the
proposed access point from SW Durham Road to SW 98 Ave. The only alternative would
be closing both access points to the site and constructing one large access point that was a
minimum of 150 feet from SW Durham. If the applicant was to create one larg e access
point, existing trees would be need to be removed and the parking lot layout would have to
be reconfigured which would result in the loss of existing parking stalls.
The access separation requirements cannot be met;
The requested adjustment is to the spacing requirement of an access point to the influence
area of a collector. The above standard refers to separation between access points.
Therefore, this standard does not apply.
The request is the minimum adjustment required to provide adequate access;
Currently, access to the subject site is adequate. The impacts of relocating the existing
access in question, loss of mature trees and the reconfiguring of the parking area, would be
greater than allowing the site to use the existing access points. Therefore, the requested
adjustment is the mmimum needed.
The approved access or access approved with conditions will result in a safe access;
Since the original approval of th� existing parking lot access, a traffic control signal was
installed at the intersection of �8 Ave. and Durham Road, providing a left turn rane and
vehicle activated signal from 98 Ave. This has greatly decreased the wait to turn left onto
SW Durham Road and has reduced the left turn que as a result.
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12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
The applicant is proposing a revision of the current south two way drive to restrict existing
vehicles to turn right only, onto SW 98th Ave. This will reduce the interface of cars exiting the
site with those in fhe que at the signal light.
Coupled with the fac�that the church generated traffic is confined primarily to Sundays, when
the fraffic on SW 98 is normally the lightest, the applicant feels that the use of the existing
drive will continue to provide a safe access to and from the site.
The visual clearance requirements of Chapter 18.795 will be met.
Visual clearance will continue to be met under this proposal.
FINDING: Based on the applicant's narrative and that the access points are pre-existing, it
is Staff's recommendation that the variance to the access location standard be
approved with the condition that the access be confined to a ri�ht turn only for
both entering and exiting vehicles. If the applicant was required to close he
access and create a new access that meets the spacing requirements of the
access management section of Chapter 18.705, the impacts would require the
removal of established trees and cause the layout of the associated parking lot
and proposed addition to change substantially.
CONDITION:Restrict the southern access drive to right-in, right-out only.
Section 18.370.020.C.7.(e) — Reduction in rec�uired bicycle parking,,states that the
director may approve a reduction of required bicycle parking per Section 18.765.050.E
by means of Type II procedure, as governed b Section 18.390.040, if the ap�licant can
demonstrate that the proposed use by its na�ure would be reasonably anticipated to
generate a lesser need for bicycle parking.
Table 18.765.2, Bicycle Parking Requirement, states a requirement of 1.0 parking space for
every 20 seats in the main assembly area for Religious Institutions.
The auditorium addition for this project will be the main assembly area, with 460 seats at the
basis of 1 seat per 15 square feet of floor area. This would require 23 bicycle spaces. The
requested adjustment is to reduce the required 23 bicycle parking stalls to eight spaces.
There are currently no bike racks and no use of bicycles to access the church for worship
services has been observed by church Staff.
By nature, those attendin worship services in the auditorium are dressed more formally than
is conducive to the use o� bicycle transportation. The eight bicycle spaces proposed would
Provide for youth group meetings, which typically take place m classrooms. It is the feeling of
the applicant that this age group, meeting at times when more casual attire is appropriate,
would be most likely users of bicycles for transportation to the church and that the proposed
eight spaces would be adequate to meet that need.
FINDING: Based on the analysis above, Staff agrees that transportation to and from the
subject site by bicycle is not conducive to the nature of the use. Therefore, Staff
supports approval of the proposed adjustment.
Residential Zonin Districts — Cha ter 18.510:
e resi en ia zoning is ric eve oPmen s andards are discussed previously in this report
under the Conditional Use standards. It should be noted that Religious Institutions are
permitted conditionally in all residential zones.
Access E ress and Circulation -Cha ter 18.705:
u ic tree ccess:
All vehicular access and egress as required in Sections 18.705.030(H and
18.705.030(I) shall connect directly with a public or private street approved by t e city
for public use and shall be maintained at the required standards on a continuous
basis;
SW CHURCH OF CHRIST ADDITION PAGE 9 OF 22 CUP200�00009\VAR2003-000921VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
The subject site has pre-existing access points that connect to SW 98�h Ave. for public use.
Therefore, this standard has been satisfied.
Walkways:
On-site pedestrian walkways shall comply with the following standards: Walkways
shall extend from the ground floor entrances or from the �round floor landing of stairs,
ramps, or elevators of all commercial, institutional, and industrial uses1 to the streets
which provide the required access and e ress. Walkways shall provide convenient
connections between buildings in mul�i-building commercial, institutional, and
industrial complexes. Unless impractical, walkways shall be constructed between
new and existing developments and neighboring developments;
The site plan shows a pre-existin walkway that connects the church to SW 98�' Ave.
Therefore, this criterion has been sa�isfied.
Wherever required walkways cross vehicle access driveways or parking lots, such
crossings shall be designed and located for pedestrian safety. Required walkways
shall be physically separated from motor vehicle traffic and parking by either a
minimum 6-inch vertical separation (curbed) or a minimum 3-foot horizontal
separation, except that pedestrian crossings of traffic aisles are permitted for
distances no greater than 36 feet if appropriate landscaping, pavement markings, or
contrasting pavement materials are used. Walkways shall be a minimum of four feet in
width, excfusive of vehicle overhangs and obstructions such as mailboxes, benches,
bicycle racks, and sign posts, and shall be in compliance with ADA standards; and
The pre-existing walkway crosses the associated parking area for a distance of 26 feet,
which is less than the maximum 36 feet allowed by the above standard.
Required walkwaxs shall be paved with hard surfaced materials such as concrete,
asphalt, stone brick, etc. Walkways may be required to be lighted andlor signed as
needed for sa�ety purposes. Soft-surfaced public use pathways may be provided only
if such pathways are provided in addition to required pathways.
The applicant has proposed a concrete walkway in front of the proposed addition which
connecfs with the walkway that crosses the asphalt parking area. Therefore, this standard is
met.
Access Manaqement (Section 18.705.030.H)
�ec�ion . . . . s a es a an access report shall be submitted with all new
development proposals which verifies design of driveways and streets are safe by
meeting adequate stacking needs, sight distance and deceleration standards as set by
ODOT, Washington County, the City and AASHTO.
The applicant has indicated that vision clearance and sight distance standards were met with
previous land use decisions. Because there is no change to existing accessways, no post
construction sight-distance certification will be required.
Section 18.705.030.H.2 states that driveways shall not be permitted to be placed in the
influence area of collector or arterial street intersections. Influence area of
intersections is that area where queues of traffic commonly form on approach to an
intersection. The minimum driveway setback from a collector or arterial street
intersection shall be 150 feet, measured from the right-of-way line of the intersecting
street to the throat of the proposed driveway. The setback may be greater depending
upon the influence area, as determined from City Engineer review of a traffic impact
report submitted by the applicant's traffic engineer. In a case where a project has less
than 150 feet of street frontage, the applicant must explore any option for shared
access with the adjacent parcel. If shared access is not Possible or practical, the
driveway shall be placed as far from the intersection as possible.
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The applicant has applied for an adjustment to this standard. Access from Durham Road is
not allowed; therefore access cannot be obtained from another st4eet. Relocating the
existing driveway further to the north would increase congestion on 98 because of the loss
of separation between the two points of access. The applicant has stated that since the
original approval �f the parking lot access, that a traffic signal has been installed at the
intersection of 98 Avenue and Durham Road. The signal has reduced the wait and
therefore the queuing of left turns onto Durham Road. The applicant is also proposing that
the driveway nearest the intersection be changed to a right turn only (for both entering and
exiting vehicles). The applicant has also pointed out that most church {raffic is generated on
Sundays when other traffic is considerably lower. Sunday morning is the peak time for traffic
flowin� into the parking lot and closing one of the driveways would result in more congestion
on 98 Avenue and Durham Road as cars wait to turn into the parking lot.
Staff concurs with the applicant and recommends approval of the adjustment.
Minimum Access Requirements for Commercial and Industrial Use:
Section 18.705.030.1 provides the minimum access requirements for commercial and
industrial uses: �able 18.705.3 indicates that the required access width for
developments with less than 99 parking spaces is one 30-foot-wide access with a 24-
foot pavement width.
The subject site has a total of 183 parking stalls with two existing access drives with 24 feet of
pavement, which is the minimum access required.
FINDING: Based on the analysis above, the Access Egress and Circulation Standards have
been satisfied.
Environmental Performance Standards— Cha ter 18.725:
equires t at e era an s a e environmen a aws, ru es and regulations be applied to
development within the City of Tigard. Section 18.725.030 Performance Standards
regulates: Noise, visible emissions, vibration and odors.
Noise. For the purposes of noise regulation, the provisions of Sections 7.41.130
t r��Fi 7.40.210 of the Tigard Municipal Code shall apply.
Visible Emissions. Within the Commercial zoning districts and the Industrial Park (I-P}
zoning is ric , ere shall be no use, operation or activity which results in a stack or
other point- source emission, other than an emission from space heating, or the
emission of pure uncombined water (steam) which is visible from a roPerty line.
Department of Environmental Quality (DEQ) rules for visible emissions (3�0-21-0'15 and
340-28-070) apply.
Vibration. No vibration other than that caused by highway vehicles, trains and aircraft is
pe�e�c in any given zoning district, which is discernible without instruments at the
property line of the use concerned.
Odors. The emissions of odorous gases or other matter in such quantities as to be
rea�c i'1—y detectable at any point beyond the property line of the use creating the odors is
prohibited. DEQ rules for odors (340-028-090) apply.
Glare and heat. No direct or sky reflected glare, whether from floodlights or from high
empera ure processes such as combustion or weldin�, which is visible at the lot line
shall be permitted, and; 1) there shall be no emission or transmission of heat or
heated air which is discernible at the lot line of the source; and 2) these regulations
shall not apply to signs or floodli�hts in parking areas or construction equipment at
the time of construction or excavat�on work otherwise permitted by this title.
Insects and rodents. All materials including wastes shall be stored and all grounds
s a e main aine in a manner which will not attract or aid the propagation of insects
or rodents or c�eate a health hazard.
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FINDING: Based on the information provided by the applicant, the expanded use of the
property will conform to the above requirements. If for some reason the above
standards were in question, and it was subsequently found that the use was out
of compliance with any of the above standards, the property owner would be
subject to code enforcement, court review, and possible fines until they were
brought back into compliance.
Landsca in and Screenin — Cha ter 18.745:
ree rees: ec ion . . s a es a all development pro ects fronting on a
public street shall be required to plant street trees in accor�ance with Section
18.745.040.0 Section 18.745.040.0 requires that street trees be spaced between 20
and 40 feet apart depending on the size classification of the tree at maturity (small,
medium or large).
Street trees were planted as part of previous site development permits. No street trees are to
be removed as part of this project and no additional street trees are proposed.
Land Use Buffering and Screening:
Buffering and Screening is required between different txpes of land uses. It is the intent
of these standards to provide for privacy and protection and reduce or eliminate the
adverse impacts of visual or noise pollution that a development site may impose on
adjacent properties.
The church property is located within a residential zone; however, the site is only bordered by
residential homes on the east side which is presently screened. The south side of the pr�perty
is bordered by SW Durham Road. The west side of the property is bordered by SW 98 Ave.
and the north property line is bordered by a parking Iot associated with the nei�hborin Tigard
Church of God. The proposed addition will project to the west only and will not impact�he east
property line.
Screening S ecial Provisions:
Section 18.74�.050.E requires the screening of parking and loading areas. Landscaped
parking areas shall include special design features, wfiich effectively screen the parking
lot areas from view. Planting materials to be installed should achieve a relative balance
between low lying and vertical shrubbery and trees. Trees shall be planted in
landscaped islands in all parking areas, and shall be equally distributed on the basis of
one (1) tree for each seven (7) parking spaces in order to provide a canopy effect. The
minimum dimension on the landscape islands shall be three (3) feet wide and the
landscaping shall be protected from vehicular damage by some form of wheel guard or
curb.
The parking area is screened by existing landscaping. The parking lot does not comply with
the requirement to have one tree for every seven parking spaces; however, because the
parking lot is not being modified the non-conforming aspect of the parking lot is not being
increased; no additionar parking lot landscaping is required.
FINDING: Based on the analysis above, the Landscaping and Screening standards have
been satisfied.
Mixed Solid Waste and Rec clables Stora e — Cha ter 18.755:
ap er . requires a new cons ruc ion incorpora es functional and adequate
space for on-site storage and efficient collection of mixed solid waste and source
separated Recyclables prior to pick-up and removal by haulers.
The applicant must choose one (1) of the following four (4) methods to demonstrate
compliance: Minimum Standard Waste Assessment, Comprehensive Recyclin� Plan,
or Franchised Hauler Review anc� Sign-Off. The applicant will have to submit evidence
or a plan, which indicates compliance with this section. Re ardless of which method
chosen, the a�plicant will have to submit a written sign-off�rom the franchise hauler
regarding the acility location and compatibility.
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The applicant has indicated that there will be no change to the existing 10-foot by 12-foot
extenor storage area that is used for the site.
Location Standards.
To encourage its use, the storage area for source-separated recyclable shall be co-
located with the storage area for residual mixed solid waste; fndoor and outdoor
storage areas shall comply with Uniform Building and Fire Code requirements;
Storage area space reyuirements can be satisfied with a single location or multiple
locations, and can combine both interior and exterior locations; Exterior storage areas
can be located within interior side yard or rear yard areas. Exterior storage areas shall
not be located within a required front yard setback or in a yard adjacent to a public or
private street; Exterior storage areas shall be located in central and visible focations
on a site to enhance securify for users; Exterior storage areas can be located in a
parking area, if the proposed use provides at least the minimum number of parking
spaces required for the use after deducting the area used for storage. Storage areas
5hall be appropriately screened according to the provisions in 18.755.050 C, design
standards; The storage area shall be access�ble for collection vehicles and located so
that the storage area will not obstruct pedestrian or vehicle traffic movement on the
site or on pubfic streets adjacent to the site.
No change in the location of the previously approved storage facility is proposed. Therefore,
this standard is met.
Design Standards.
The dimensions of the storage area shall accommodate containers consistent with
current methods of local collection; Storage containers shall meet Uniform Fire Code
standards and be made and covered with waterproof materials or situated in a covered
area; Exterior storage areas shall be enclosed by a sight-obscuring fence wall, or
hedge at least six �eet in height. Gate openings which allow access to users and
haufers shall be provided. Gate openings for haulers shall be a minimum of 10 feet
wide and shall be capable of being secured in a closed and open position; Storage
area(s) and containers shall be clearly labeled to indicate the type of materials
accepted.
No change in the existing storage facility is proposed with this application.
FINDING: Because no change to the existing waste facility is proposed, the Mixed Solid
Waste and Recyclable Storage standards have been met.
Off-Street Parkinq and Loadinq (18.765):
Disabled-Accessible Parking:
All parking areas shall be provided with the required number of parking spaces for
disabled persons as specified by the State of Oregon Uniform Building Code and
federal standards. Such parking spaces shall be sized, signed and marked as
required by these regulations.
According to, the Oregon Uniform Building Code, a parking facility accommodating 151-200
spaces requires six �CDA accessible spaces. The existing parkmg area has a total of 182
parking stalls. The applicant has indicated that there will be a totaf of six ADA parking stalls
througf�out the site. This criterion is satisfied.
Access Drives:
With regard to access to public streets from off-street parking: access drives from the
street to off-street parking or loading areas shall be designed and constructed to
facilitate the flow of traffic and provide maximum safety for pedestrian and vehicular
traffic on the site; the number and size of access drives shall be in accordance with
the requirements of Chapter, 18.705, Access, Egress and Circulation; access drives
shall be clearly and permanently marked and defined through use of rails, fences,
walls or other barriers or markers on frontage not occupied by service drives; access
drives shall have a minimum vision clearance in accordance with Chapter 18.795,
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12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Visuai Clearance; access drives shall be improved with an asphalt or concrete
surface; and excluding single-family and duplex residences, except as provided by
Subsection 18.810.030.P, groups of two or more parking spaces shall be served by a
service drive so that no backing movements or other maneuvering within a street or
other public right-of-way will be required.
The aPplicant is proposing to utilize the two existin accesses which have 24 feet of paving.
The TDC requires finro, 30-foot accesses with twen�y-four feet of pavement. Therefore, this
criterion is satisfied.
Loading/unloading driveways:
A driveway designed for continuous forward flow of passenger vehicles for the
purpose of loading and unloading passengers shall be located on the site of any
school or other meeting place which is designed to accommodate more than 25
people at one time.
The applicant did not specifically address this criterion; however, review of the site plan
indicates that this criterion is easily satisfied by the directional arrows indicating the flow of
passenger vehicles. Therefore, this criterion is satisfied.
Parking Lot Striping:
Except for single-family and duplex residences, any area intended to be used to meet
the off-street parking requirements as contained in this Chapter shall have all parking
spaces clearlx marked; and all interior drives and access aisles shall be clearly
marked and signed to show direction of flow and maintain vehicular and pedestrian
safety.
No changes to the parking area are proposed with this application. Therefore, this standard
does not apply.
Space and Aisle Dimensions:
Table 18.765.1. outlines the minimum dimensions for angled parking.
The parking area is pre-existing. According, to the site plan, the dimensional requirements
meet the mmimum dimensional requirements as outlined in Table 18.765.1 for 90 degree
and angled parking.
Minimum Bicycle Parking Requirements:
The total number of required bicycle parking spaces for each use is specified in Table
18.765.2 in Section 18.765.070.H.
The TDC requires one (1) parking space for every 20 seats in the main assembly area. The
applicant has indicated that the main sanctuary wifl have 460 seats. Therefore, the applicant is
required to provide 23 spaces for bicycles. However, the applicant has requested an
ad1ustment to reduce the number of stalls from 23 to eight. Therefore, this criterion has been
satisfied.
Minimum Off-Street Parking:
Section 18.765.070.H states that the minimum and maximum parking shall be as
required in Table 18.765.2.
As a result of a code amendment by the Tiqard City Council in March, 2002, religious
institutions must provide one (1) parking space for every three (3) seats in the main assembly
area. With sea�inq for 460 in the main sanctuary, the church is re�uired to provide a
minimum of 154 off-street arking spaces.. The existing parking lot wil have 182 parking
stalls after the expansion. �herefore, this criterion has been satisfed.
Off-street loading requirements:
Off-street loading spaces: Commercial, industrial and institutional buildings or
structures to be Guilt or altered which receive and distribute material or merchandise
by truck shall provide and maintain off-street loading and maneuvering space as
follows:
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12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
1. A minimum of one loading space is required for buildings with 10,000 gross
square feet or more;
2. A minimum of two loading spaces for buildings with 40,000 gross square feet or
more.
Off-street loadin� dimensions:
1. Each load�ng berth shall be approved by the City Engineer as to design and
location;
2. Each loading space shall have sufficient area for turning and maneuvering of
vehicles on the site. At a minimum, the maneuvering length shall not be less than
twice the overall length of the longest vehicle using the facility site; .
3. Entrances and exits for the loading areas shall be provided at locations approved
by the City Engineer in accordance with Chapter 18.710;
4. Screening for off-street loading facilities is required and shall be the same as
screening for parking lots in accordance with Chapter 18.745.
The proposed expansion will be over 10,000 square feet in size, however, it is unlikely that the
church will be receiving and distributing materials or merchandise by truck on a regular basis.
Therefore, this standard does not apply.
FINDING: Based on the analysis above, the Off-Street Parking and Loading requirements
have been met.
Tree Removal — Cha ter 18.790
ection . requires at a tree plan for the planting, removal and protection of
trees prepared by a certified arborist be provided for a conditional use application.
The tree plan shall include identification of all existing trees, Identification of a
program to save existing trees or mitigate tree removal over 12 inches in caliper,
identification of which trees are proposed to be removed, and a protection pro ram
defining standards and methods that will be used by the applicant to protect �rees
during and after construction.
The applicant has provided a tree plan prepared by a certified arborist that states there are a
total of 34 trees on the site that are in excess of 12-inches in diameter. Eight of the trees
over 12-inches are proposed for removal, leaving 26.
FINDING: The applicant has proposed to retain 76.5 percent of trees over twelve inches
on site requiring no mitigation. Therefore, the Tree Removal Standards have
been satisfied.
Visual Clearance Areas — Cha ter 18.795:
ection . . . s a es a t e provisions of this chapter shall apply to all
development including the construction of new structures, the remodeling of existing
structures and to a change of use which increases the on-site parking or loading
requirements or which changes the access requirements.
Section 18.795.030.B. states that a clear vision area shall contain no vehicle, hedge, •
planting, fence, wall structure or temporary or permanent obstruction except for an
occasional utility pole or tree), exceeding three feet in height, measure from the top
of the curb, or where no curb exists, from the street center line grade, except that
trees exceeding this height may be located in this area, provided all branches below
eight feet are removed.
There are no proposed structures inside of the vision clearance area, and the applicant has
stated in the narrative, that no obstructions will be placed in the visual clearance areas. This
standard is satisfied.
C. ADDITIONAL SITE DEVELOPMENT REVIEW APPROVAL CRITERIA
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17J08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Section 18.360.090(A)(2) through 18.360.090(A)(15) provides additional Site DeveloQment
Review approval standards not necessarily covered by the provisions of the previously
listed sections. These additional standards are addressed immediately below with the
following exceptions:
The proposal contains no elements related to the provisions of the following and are, therefore,
found to be inapplicable as approval standards:
18.360.090.3 (Exterior Elevations);); 18.360.090.5 (Privacy and Noise: Multi-family or Group
Living Uses); 18.360.090.6 (Private Outdoor Areas: Multi-family Use); 18.360.090.7 (Shared
Outdoor Recreation Areas: Multi-family Use}; 18.360.090.8 (100-year floodplain) and
18.360.090.9 (Demarcation of Spaces).
The following sections were discussed previously in this decision and, therefore, will not be
addressed in this section:
18.360.090.13 (Parking); 18.360.090.12 (Landscaping); 18.360.090.13 (Drainage); and
18.360.090.14 (Provision for the Disabled); 18.360.090 15 (Provisions of the underlying zone).
Com liance with all of the a licable re uirements of this title includin Cha ter 18.810
tree an ti i an ar s:
As discussed in this report, all applicable sections have been addressed and where the
proposal is deficient, staff has recommended conditions to ensure compliance.
Relationship to the Natural and Physical Environment:
Buildings shall be: located to preserve existing treesr topography and natural
drainage where possible based u�on existing site conditions; located in areas not
subject to ground slumping or sliding; located to provide adequate distance between
ad'oining buildings for adequate light, air circula�ion, and fire-fighting; and oriented
wi�h consideration for sun and wind. Trees shall be preserved to the extent possible.
Replacement of trees is subject to the requirements of Chapter 18.790, Tree Removal.
The applicant has proposed to retain 76.5% of the trees on site that are over 12 inches in
diameter. There are no extraordinary physical or natural restraints that would dictate the
placement of the expansion. No buildings or structures are proposed that will hinder air
circulation, or prevent fire-fighting apparatus from performing their jobs. The proposed
structure does not exceed the allowed height. This criterion has been met.
Buffering, screening, and compatibility befinreen adjoining uses:
Bufferin� shall be provided between different types of fand uses and decreased noise
levels, air pollution, visual barrier, on site screening of service areas, storage areas,
Parking lots, and mechanical devices on roof tops shall be considered in defermining
the intensity of the buffer or screen.
Buffering .and screenin� has been addressed previously in this report Chapter 18.745
Landscaping and Screenmg), and has been conditioned such that it will meet t is criterion.
Crime Prevention and Safety:
. Windows shall be located so that areas vulnerable to crime can be surveyed by
the occupants;
. Interior laundry and service areas shall be located in a way that they can be
observed by others;
. Mail boxes shall be located in lighted areas having vehicular or pedestrian
traffic;
. The exterior lighting levels shall be selected and the angles shall be oriented
towards areas vulnerable to crime; and
. Li�h�t fixtures shall be provided in areas having heavy pedestrian or vehicular
tra�fic and in potentially dan gerous areas suc�i as parking lots, stairs, ramps
and abrupt grade changes. Fixtures shall be placed at a height so that light
patterns overlap at a height of seven feet, which is sufficienf to illuminate a
person.
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12/08I2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
The City of Ti�ard Police Department has reviewed this project and has not indicated concem
or objection with the proposal. However, to ensure that the plan addresses crime prevention
concems, the applicant needs to provide a detailed lighting plan to the Tigard Police
Department and the Tigard Planning Department. The crime prevention standards have not
been fully met.
Public Transit:
Provisions within the plan shall be included for providing for transit if the development
proposal is adjacent to existing or proposed transit route; the requirements for transit
facilities shall be based on: the location of other transit facilities in the area; and the
size and type of the proposal. The following facilities may be required after City and
Tri-Met review: bus stop shelters; turnouts for buses; and connecting paths to the
shelters.
SW Durham and SW 98th Ave. are not considered transit routes. Tri-Met did however,
comment on the proposed development which can be found below in the Agency Comments
section.
FINDING: Based on the analysis above, the applicant has not satisfied the Site Development
Review standards. Therefore, if the applicant satisfies the following condition of
approval, the Site Development Review standards will be met.
CONDITION: Prior to site work, the applicant shall submit a detailed lighting plan that shows no
projection off site and complies with crime prevention requirements of the TDC
Section 18.360.090 (10).
D. STREET AND UTILITY IMPROVEMENTS STANDARDS - CHAPTER 18.810
Street and Utility Improvements Standards (Section 18.810):
ap er . proviaes cons ruc ion s an ar s or e implementation of public and
private facilities and utilities such as streets, sewers, and drainage. The applicable
standards are addressed below:
Streets:
Improvements:
Section 18.810.030.A.1 states that streets within a development and streets adjacent
shall be improved in accordance with the TDC standards.
Section 18.810.030.A.2 states that any new street or additional street width planned as
TDCrtion of an existing street shall be dedicated and improved in accordance with the
Minimum Rights-of-Way and Street Widths: Section 18.810.030.E requires an Arterial
street to have a 104 foot ri�ht-of-way width and 72-foot paved section. Other
improvements required may include on-street parking, sidewalks and bikeways,
underground utilities, street lighting, storm drainage, and street trees.
This site lies adjacent to SW Durham Road, which is classified as an Arterial on the City of
Tigard Transportation Plan Map, which requires 52 feet from centerline. At present, there is
approximately 45 feet of ROW from centerline, according to the most recent tax assessor's
map. The applicant shall provide a 7 foot wide reserve ROW strip for future street
improvements. The applicant, is, not required to construct such street improvements at this
time. The required reserve strip is for the future expansion of SW Durham Road to five lanes
(table 8-11 Tigard Transportation Systems Plan). The applicant cannot build any structure
within the reserved ROW strip.
SW 98th Avenue is currently a Neighborhood Route and fully improved.
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Sanitary Sewers:
Sewers Required: Section 18.810.090.A requires that sanitary sewer be installed to
serve each new development and to connect developments to existing mains in
accordance with the provisions set forth in Design and Construction Standards for
Sanitary and Surface Water Management (as adopted by Clean Water Services in 1996
and including any future revisions or amendments) and the adopted policies of the
comprehensive plan.
Over-sizin�: Section 18.810.090.0 states that proposed sewer systems shall include
consideration of additional development within the area as projected by the
Comprehensive Plan.
The applicant has indicated that the existing sewer connection is adequate to.serve this
addition. The applicant's proposal was sent fo the Tigard Water Department, which had no
comment on the existing sewer. Therefore, this criterion has been satisfied.
Storm Drainage:
General Provisions: Section 18.810.100.A requires developers to make adequate
provisions for storm water and flood water runoff.
Accommodation of Upstream Drainage: Section 18.810.100.0 states that a culvert or
other drainage facility shall be large enough to accommodate potential runoff from its
entire upstream drainage area, wfiether inside or outside the development. The City
Engineer shall approve the necessary size of the facility, based on the provisions of
Design and Construction Standards for Sanitary and Surface Water Management (as
adopted by Clean Water Services in 2000 and including any future revisions or
amendments).
There is no upstream drainage way impacting this development.
Effect on Downstream Drainage: Section 18.810.100.D states that where it is
anticipated by the City Engineer that the additional runoff resulting from the
development will overload an ex�sting drainage facility, the Director and Engineer shall
withhold approval of the development until provisions have been made for
improvement of the potential condition or until provisions have been made for storage
of additional runoff caused by the development in accordance with the Design and
Construction Standards for Sanitary and Surface Water Management (as adopted by
Clean Water Services in 2000 and including any future revisions or amendments).
In 1997, Clean Water Services (CWS) completed a basin study of Fanno Creek and adopted
the Fanno Creek Watershed Management Plan. Section V of that plan includes a
recommendation that local governmenfs institute a stormwater detention/effective impervious
area reduction program resulting in no net increase in storm peak flows up to the 25-year �
event. The City wifl require that all new developments resulting in an increase of impervious
surfaces provide onsite detention facilities, unless the development is located adjacent to
Fanno Creek. For those developments adjacent to Fanno Creek, the storm water runoff will
be permitted to discharge without detention.
The applicant's engineering plans indicate they will be providing on-site detention for the new
impervious area by retrofitting the existing pond.
Bikeways and Pedestrian Pathways:
Bikeway Extension: Section 18.810.110.A states that develoQments adjoining
proposed bikeways identified on the City's adopted pedestrian/bikeway plan shall
incfude provisions for the future extension of such bikeways through the dedication of
easements or right-of-way.
SW 98�' Avenue is c��signated as a future bicycle facility on the Tigard Transportation
Systems Plan. SW 98 is fully improved with enough nght-of-way for required bikeways.
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12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Cost of Construction: Section 18.810.110.B states that development permits issued
for planned unit developments, conditional use permits, subdivisions, and other
developrr�ents which will principally benefit from such bikeways shall be conditioned
to include the cost or construction of bikeway improvements.
The applicant shall pay for the striping costs of the bicycle lane on SW 98�' Avenue.
The amount of the striping would be as follows:
. 369 feet of 8-inch white stripe, at $2.50/lf $ 922.50
. 10 Mono-directional reflective markers @ $4.00/ea $ 40.00
. 2 Bike lane legends @ $175/ea 350.00
. 2 Directional mini-arrows 100/ea 200.00
, •
Minimum Width: Section 18.810.110.0 states that the minimum width for bikeways
within the roadway is five feet per bicycle travel lane. Minimum width for two-way
bikeways separated from the road is eight feet.
Utilities:
Section 18.810.120 states that all utility lines, but not limited to those required for
electric, communication, lighting and cable television services and related facilities
shall be placed underground, except for surface mounted transformers, surFace
mounted connection boxes and meter cabinets which max be placed above �round,
temporary utility service facilities during construction, high capacity electr�c lines
operating at 50,600 volts or above, and:
. The developer shall make all necessary arrangements with the serving utility to
provide the underg round services;
. The City reserves the right to approve location of all surface mounted facilities;
. All underground utilities, including sanitary sewers and storm drains installed in
streets by the developer, shall be cons�ructed prior to the surfacing of the
streets; and
. Stubs for service connections shall be long enough to avoid disturbing the
street improvements when service connections are made.
Exception to Under-Grounding Requirement: Section 18.810.120.0 states that a
developer shall pay a fee in-lieu of under-grounding costs when the development is
proposed to take place on a street where existing utilities which are not underground
will serve the development and the approval authority determines that the cost and
technical difficulty of_under-grounding the utilities outwei�hs the benefit of under-
grounding in con unction with the development. The determination shall be on a case-
by-case basis. T�e most common, but not the only, such situation is a short frontage
development for which under-grounding would result in the placement of additional
poles, rather than the removal of above-ground utilities facilifies. An applicant for a
development which is served by utilities which are not underground and which are
located across a public right-of-way from the applicant's property shall pay a fee in-
lieu of under-grounding.
There are existing overhead utility lines along the frontage of SW Durham Road and SW 98�'
Avenue. Our records show that the fee-in-lieu of undergrounding utilities was paid as part of
CUP98-0005. Therefore, there is not an additional fee-in-lieu required for this project.
ADDITIONAL CITY AND/OR AGENCY CONCERNS WITH STREET AND UTILITY
SW CHURCH OF CHRIST ADDITION PAGE 19 OF 22 CUP2003-00009WAR2003-00092�VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
Public Water S stem:
iyo igar provi es the�water service in this area. The applicant is planning to tap the
public wafer line in SW 98 Avenue to provide a fire service vault. Tualatin Vafley fire and
Rescue has reviewed the proposal and has not indicated that the fire service vault will be
inadequate. Therefore, this standard has been satisfied.
Storm Water Quali :
e i as agreed to enforce Surface Water Management (SWM) re ulations
establis ed by Clean Water Services (CWS) Design and Construction S�andards
(adopted by Resolution and Order No. 00-7) which require the construction of on-site
water quality facilities. The facilities shall be designed to remove 65 percent of the
phosphorus contained in 100 percent of the storm water runoff generated from newly
created im pervious surfaces. In addition, a maintenance plan shall be submitted
indicating fhe frequency and method to be used in keeping the facility maintained
through the year.
Prior to issuance of building permit, the applicant shall submit plans and calculations for a
water quality facility that wilf ineet the intent of the CWS Design Standards. In addition, the
applicant shall submit a maintenance plan for the facility that must be reviewed and approved
by the City prior to construction.
To ensure compliance with Clean Water Services design and construction standards, the
applicant shall employ the design engineer responsible for the design and specifications of
the private water quality facility to perform construction and visual observation of the water
quality facility for comp(iance with the design and specifications. These inspections shall be
made at significant sta es throughout the project and at completion of the construction. Prior
to final buiiding inspec�ion, the design en�meer shall provide the City of Tigard (Inspection
Supervisor) with wntten confirmation that he water quality facility is in compliance with the
design and specifications.
The applicant has submitted stormwater calculations that indicate they will treat the runoff
from the new impervious surface area in the existing Extended Dry Detention pond. The
applicant's engineer is proposing to modify the orifice in the existing flow control stn.�cture
and re-grade the pond to accommodate the additional impervious surtace runoff.
E. IMPACT STUDY:
ection . . . .e states that the applicant.shall provide an impact study to
quantify the effect of development on pubfic facilities and services. For each public
facility system and type of impact, the study shall propose improvements necessary to
meet City standards, and to minimize the impact of the development on the public at
large, public facilities systems, and affected private property users.
In situations where the Community Development Code requires the dedication of real
propertX interests, the applicant sfiall either specifically concur with a requirement for
public right-of-way dedication, or provide evidence that supports that the real pro erty
dedication is not roughly proportional to the projected impacts of the developmen�
The applicant has submitted an impact study addressing the required elements above.
ROUGH PROPORTIONALITY ANALYSIS
Section 18.360.090 states, "The Director shall make a finding with respect to each of
the following criteria when approving, approving with conditions or denying an
application:"
Section 18.390.040 states that the applicant shall provide an impact study to quantify
the effect of develoPment on public facilities and services. For each public facility
sXstem and type of impact, the study shall propose improvements necessary to meet
City standard, and to minimize the impact of the development on the public at large,
public facilities systems, and affected private property users.
SW CHURCH OF CHRIST ADDITION PAGE 20 OF 22 CUP2003-00009�VAR2003-00092\VAR2003-00093
12/OSf2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
, In situations where the Community Development Code requires the dedication of real
propertx interests, the applicant shall either specifically concur with a requirement for
public right-of-way dedication, or provide evidence thaf suppo�ts that the real �roperty
dedication is not roughly proporfional to the projected impacts of the devefopment.
Section 18.390.040 states that when a condition of approval requires the transfer to the
public of an interest in real property, the approval aufhority shall adopt findings which
support the conclusion that the interest in real property {o be transferred is roughly
proportional to the impact the proposed development wi(1 have on the public.
The applicant has provided an impact study addressing the project's impacts on public
systems. The Washington County Traffic Impact Fee (TIF) is a mitigation measure that is
required at the time of development. Based on a transportation impact study prepared by
Mr. David Larson for the A-Boy Expansion/Dolan II/Resolution 95-61, TIF's are expected to
recapture 32 percent of the traffic impact of new development on the collector and arterial
Street system. The applicant will be required to pay TIF's of approximately $12,234.00
based on the use proposed.
Based on the estimate that total TIF fees cover 32 percent of the impact on major street
improvements citywide, a fee that would cover 100 percent of this pro ects traffic impact is
$38,231.25 ($12,234 divided by .32). The difference between the �F paid, and the full
impact, is considered the unmitigated impact on the street system. The unmitigated impact
of this project on the transportation system is $25,997. The cost of the improvements is
expected to be $1,512.50 for bicycle lane striping. Thus, it meets the roughly proportionality
test.
SECTION VIII. OTHER STAFF COMMENTS
City of Tigard Urban Forester has reviewed the application and has provided the following
comments:
. Beautiful site, too bad they can't put the auditorium somewhere else and save the trees.
City of Tigard Water Department has reviewed the application and has provided the
following comments:
. Fire line to building will come from existing hydrant and extend to the south side of the
building.
SECTION IX. AGENCY COMMENTS
Tualatin Valley Fire and Rescue has reviewed this application and has provided the
following comments:
�� Access roads shall be within 150 feet of all portions of the exterior wall of the first story of
the building as measured by.an approved route around the exterior of the building. An
approved turnaround is required if the remaining distance to an approved intersecting
roadway, as measured along the fire apparatus access road, is greater than 150 feef.
(UFC Sec. 902.2.1)
Although the current proposal does not meet this criteria, the Fire District will
approve the submitted access plan based on the fact the building.will be
provided with a complete automatic fire sprinkler system meeting the
requirements of NFPA 13 and will also be provided with a complete automatic
and manual fire alarm system meeting the requirements of NFPA 72.
2� When buildings are completely protected with an approved automatic fire sprinkler
system, the requirements for fire apparatus access may be modified as approved by the
Chief. (UFC Sec. 902.2.1 Exception 1)
SW CHURCH OF CHR�ST ADDITION PAGE 21 OF 22 CUP2003-00009\VAR2003-00092\VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
3� Fire apparatus access roads shall have an unobstructed width of not (ess than 20 feet (15
feet for one or two dwelling units and out buildings), and an unobstructed vertical
clearance of not less than 13 feet 6 inches. (UFC Sec. 902.2.2.1)
a� Fire apparatus access roads shall be of an all-weather surface that is easily
distinguishable from the surrounding area and is capable of supporting not less than
12,500 pounds point load (wheel load) and 50,000 pounds. live load (gross vehicle
weight). You may need to provide, documentation from a registered engineer that the
design will be capable of sup orting such loading. Documentation from a registered
engineer that the finished cons�ruction is in accordance with the,approved lans or the
requirements of the Fire Code may be requested. (Design critena on back�(UFC Sec.
902.2.2)
5� The inside turning radius and outside turning radius shall be not less than 25 feet and 45
feet respectively, measured from the same center point. (UFC Sec. 902.2.2.3) — (See
diagrams on back
s� Where required, �re ap aratus access roadway curbs shall be painted yellow and marked
"NO PARKING FIRE �NE" at each 25 feet. Lettering shall have a stroke of not less than
one inch wide by six inches high. Lettering shall be white on red or black on yellow
back�round. (UFC Sec. 901.4.5.2)
F►re lane stripin� and "No Parking"signs will be specified upon receipt of final
site and c�rculat�on plans.
�� No portion of the exterior of a commercial building shall be located more than 250 feet
from a fire hydrant when measured in an approved manner around the outside of the
building and along an approved fire apparatus access roadway. Any hydrants that are left
over from the minimum number of hydrant calculations may be full filled by a ydrants that
are up to 500 feet from any point of the building. The fire Prevention Ordinance has
further requirements that need to be used for acceptance and placement of fire hydrants.
(UFC Sec. 903.4.2.1)
No additional fire hydrants will be required.
s� Fire hydrant locations shall be identified by the installation of reflective markers. The
markers sha1T be blue. They shall be located adjacent and to the side of the centerline of
the access road way that tF�e fire hydrant is located on. In case that there is no center
line, then assume a centerline, and place the reflectors accordingly. (UFC Sec. 901.4.3)
s> A fire hydrant shall be located within 70 feet of a fire department connection (FDC). Fire
hydrants and FDC's shall be located on the same side of the fire apparatus access
roadway. (UFC Sec. 903.4.2.5� FDC locations shall be approved by tfie Chief. (1996
Oregon Structural Specialty Co e, Sec. 904.1.1)
�o� Approved fire apparatus access roadways and fire fighting water suPplies shall be
mstalled and operational prior to any other construction on the site or subdivision. (UFC
Sec. 8704)
��� A Knox Box for building access is rec�uired for this building. Please contact the Fire
Marshal's Office for an order form and instructions regarding installation and placement.
(UFC Sec. 902.4)
Tri-Met has reviewed this application and has provided the following comments:
The purpose of Tri-Mets comments are to encourage development patterns that are transit,
bicycle and pedestrian supportive to mitigate for the reduction in secure bike parking. The 8
spaces provided should be as attractive as possible. Covered bike parking should be
required. The church might also consider allowing storage of bikes indoors.
�` December 1, 2003
PREPA E . athe eidegger DATE
Associate Planner
December 1, 2003
APP OVED B : Richar Bewers DATE
Planning Mana
SW CHURCH OF CHRIST ADDITION PAGE 22 OF 22 CUP2003-000091VAR2003-000921VAR2003-00093
12/08/2003 PUBLIC HEARING STAFF REPORT TO THE HEARINGS OFFICER
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I' � (503)639-4171
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. � ,� EXHIBIT�
Orville Grossarth CUP2003-00009NAR2003-00092 & 93
23990 SW Morgan Lane SOUTHWEST CHURCH OF GOD ADDITION
Sherwood, OR 97140
Lane Brown
8026 SE 21St Avenue
Portland, OR 97202
Southwest Church of Christ
9725 SW Durham Road
Tigard, OR 97224
Southwest Church of Christ
9725 SW Durham Road
Tigard, OR 97223
1 .
' ~ + ' PRE,APP.HE1D BY:
� CITY OF TIGARD PLANNING DIVISION '
13125 SW HALL 60ULEVARD TIGARD, OR 97223-8189
503.639.4171/503.684.7297
CITY OF TIGARD
OREGON LAND USE PERMIT APPLICATION
File# Other Case # 03�
Date q By �-� Receipt# City � Urb ❑ Date Complete�
TYPE OF PERMIT YOU ARE APPLYING FOR
�AdjustmenWariance (I or II) ❑ Minor Land Partition (II) ❑ Zone Change (III)
❑ Comprehensive Plan Amendment (IV) ❑ Planned Development (III) ❑ Zone Change Annexation (IV)
�Conditional Use (III) ❑ Sensitive Lands Review (I, II or III) ❑ Zone Ordinance Amendment (IV)
❑ Historic Overlay(II or III) �� )
❑ Home Occupation {II) ❑ Subdivision (II or III)
ress i avai a e
q—1�'LS 5 ti/�( 1�V�1-t"l 1A W� (2�
2 S 1 1 I G 10 � 't"1_ o0 400
�33, 4-0o s� T2-1
0�2.v �l�l_E �f�5S14RTH
'23 9.9,0 5 w Mo n.c�r°r+v l_�4 i•.�E S H E f�wcz��D , 02 �1't l qro
5�3-cc�'Z.S--10�,9 �7�'3� coZ.s ---Io�``�
La w�E t-'�t�.0� , f�c��--c �-�-�.c,-r �3- 2�8 - 10 8�
ac is i more an one
��T H w E 5 T Gi�-t vC�•1-� oF �'�-1 R l S'T
q"l2r'7 `J W I�ur11-1U3Vv1 (�20►40 �IC�R-+fL� , OR �l`I22�}-
�3 - Co 2 0 - o'L z t �°3~ 9� - 3�2"�
"When the owner and the applicant are different people, the applicant must be �purchaser of record or a lessee in
possession with written authorization from the owner or an agent of the owner. The ners must sign this appiication in the
s ace rovided on the back of this form or submit a written authorization with this a lication.
ease e spea ic
OiJ OF /qV101 ORl v N CO
TO E T NG� G RG F' C4LlT
APPLICATIONS WILL NOT BE ACCEPTED WITHOUT ALL OF THE REQUIRED SUBMITTAL ELEMENTS AS
DESCRIBED IN THE "BASIC SUBMITTAL REQUIREMENTS" INFORMATION SHEET.
• ' �
THE APPLICANT SHALL CERTIFY THAT:
♦ If the application is granted, the applicant shall exercise the rights granted in accordance with the
terms and subject to all the conditions and limitations of the approval.
♦ All the above statements and the statements in the plot plan, attachments, and exhibits
transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based
on this application, map be revoked if it is found that any such statements are false.
♦ The applicant has read the entire contents of the application, including the policies and criteria,
and understands the requirements for approving or denying the application(s).
SIGNATURES OF EACH OWNER OF THE SUBJECT PROPERTY ARE REQUIRED.
� r
" � 9
ner's Signature Dat
Owner's Signature Date
Owner's Signature Date
Owner's Signature Date
Owner's Signature Date
Applicant/Agent/Representative's Signature Date
Applicant/Agent/Representative's Signature Date
�
A Christ-focused family committed to:
� � Living for God,
_ � """ Loving each other
SOUTHWEST and Lighting the world!
Church of Christ
September 14, 2003
To: Orville D. Crrossarth
From: Corporation Officers of the Southwest Church of Christ
Subject: Delegation of Authority
EfFective September 14, 2003, the corporation officers of the Southwest Church of Christ
delegate the following authority to Orville D. Grossarth. This authority applies to the
planned construction and remodeling on the church property at 9725 SW Durham Road,
Tigard, Oregon and extends until completion of the planned work in the spring of 2005.
l. You may sign applications and make payments for necessary permits.
2. You may sign routine documents as the construction and remodeling project
proceeds. Examples of such routine documents are change work orders, routine periodic
inspections, and monthly reports to the lending company.
name
�it�..L �S ��
corporate title
�'/�� ��
date
�
9725 SW Durham R.oad • Tigard, OR 97224 • (503) 620-0221 • Fax (503) 968-3023
E-mail: office@swest.org • www.swest.org
CITY Of TIOARD
('oinmturity�L7rz�e(opnrent
S(taping,��13etter�'ontuiunity
LAND USE PROPOSAL DESCRIPTION
120 DAYS = 2/18/2004
FILE NOS.: CONDITIONAL USE PERMIT (CUP) 2003-00009
DEVELOPMENT ADJUSTMENT (VAR) 2003-00092
DEVELOPMENT ADJUSTMENT (VAR) 2003-00093
FILE TITLE: SOUTHWEST CHURCH OF CHRIST ADDITION
APPLICANT: Orville Grossarth OWNER: Southwest Church of Christ
23990 SW Morgan Lane 9725 SW Durham Road
Sherwood, OR 97140 Tigard, OR 97224
APPLICANT'S Lane Brown
REP.: 8026 SE 21S'Avenue
Portland, OR 97202
REQUEST: The applicant is requesting Conditional Use approval to construct a 10,900 square foot
addition to the existing Southwest church of Christ. The proposed addition will house a
new lobby and auditorium with a new covered entry. The applicant is also requesting
an Adjustment to reduce the minimum driveway setback from a collector or arterial
street intersection, and an Adjustment to reduce the required bicycle parking spaces
from23to8.
LOCATION: 9725 SW Durham Road; WCTM 2S111 CD, Tax Lot 400.
ZONE: R-7: Medium-Density Residential District. The R-7 zoning district is designed to
accommodate attached single-family homes, detached single-family homes with or
without accessory residential units, at a minimum lot size of 5,000 square feet, and
duplexes, at a minimum lot size of 10,000 square feet. Mobile home parks and
subdivisions are also permitted outright. Some civic and institutional uses are also
permitted conditionally.
APPLICABLE
REVIEW
CRITERIA: Community Development Code Chapters 18.330, 18.370, 18.390, 18.510, 18.705,
18.725, 18.745, 18.755, 18,765, 18.780, 18.790, 18.795 and 18.810. �
CIT AREA: South
DECISION MAKING BODY BELOW: ❑ TYPE I ❑ TYPE II � TYPE III ❑ TYPE IV
DATE COMMENTS WERE SENT: OCTOBER 24, 2003 DATE COMMENTS ARE DUE:NOVEMBER 7, 2003
�HEARINGS OFFICER (MON.) DATE OF HEARING: DECEMBER 8, 2003 TIME: 7:00 PM
❑PLANNING COMMISSION (MON.) DATE OF HEARING: TIME: 7:00 PM
❑CITY COUNCIL (TUES.) DATE OF HEARING: TIME: 7:30 P�I
❑STAFF DECISION (TENTATIVE) DATE OF DECISION:
COMPONENTS RELATED TO THE PROJECT AVAILABLE FOR VIEWING IN THE PLANNING DIVISION �
� VICINITY MAP � UTILITY PLANS � LANDSCAPE PLAN
� SITE PLAN ❑ NATURAL RESOURCE � IMPACT STUDY
� NARRATIVE ASSESSMENT RPT. � STORM H20 ANALYSIS
STAFF CONTACT: Mathew Scheideqqer, Associate Planner (503) 639-4171, extension 2437
. architect • lanner
8026 SE 21 st Avenue Portland, Oregon 97202 Phone (503) 248-1088
September 20, 2003
Mathew Scheidegger
Associate Planner
City of Tigard
13125 SW Hall Blvd.
Tigard, Oregon 97223
SUBJECT: Southwest Church of Christ Conditional Use Permit
CUP 2003-00009 Land Use File
Dear Mathew:
Attached please find the following:
19 sets Conditional Use Permit submittal material . Please note
that you have the only signed application form so it is nat
included in any of these sets .
9 copies Storm Water Calculations, per your request
Please let me know if there is anything further that you require.
Sincerely,
�
W. Lane Brown A. I .A.
Architect/Planner
Architecture • Zoning & Land Use • Facilities Planning
October 15, 2003 CITY OF TIGARD
OREGON
Lane Brown
8026 SE 21 S�Avenue
Portland, OR 97202
RE: Notice of Incomplete Submittal-CUP2003-00009 (Church of Christ)
Dear Mr. Brown:
The City received your request for a Conditional Use Permit (CUP) approval for the
expansion of the Church of Christ. Based on a preliminary review of your application
materials, Staff has determined that your submittal is incomplete for the purposes of
continuing with your review. The following items are required before Staff can consider
your application complete and begin the review.
1. Provide 19 sets of submittal material.
Once the required information has been submitted, Staff will deem the application
complete and begin the review process. If you have any questions about the
information contained in this letter, please feel free to contact me at (503) 639-4171,
extension 2437.
Sincerely, �
�� ��
Ma hew Scheidegger
Associate Planner
i:\curpf nUn athewlcu plcup2403-00009.acc.doc.dot
c: CUP2003-00009 Land Use file
13125 SW Hall Blvd., Tigard, OR 97223 (503)639-4171 TDD(503)684-2772
.
--r-,----•
October 23, 2003 CITY OF TIGARD
� OREGON
Lane Brown
8026 SE 21 S�Avenue
Portland, OR 97202
RE: Notice of Complete Submittal-CUP2003-00009 (Church of Christ)
Dear Mr. Brown:
The City has reviewed your submittal material and finds that your application is
complete as of October 21. 2003. Staff will now review your application for a
Conditional Use permit. A hearing has been tentatively scheduled before the Hearings
Officer on Monday December 8, 2003.
I am available to answer questions and otherwise assist you as may be required at 503-
639-4171, extension 2437. Office hours are from 8:00 a.m. to 5:00 p.m. Monday
through Friday. If I am not available, please leave your name and phone number so
that I can call you as soon as possible.
Sincerely,
������ �-
��
Mathew Scheidegger
Associate Planne�
i:kurpinVna�ewlcup�cup2003-00009.acc.acc.doc.dot
c: CUP2003-00009 Land Use file
13125 SW Hall Blvd., Tigard, OR 97223(503)639-4171 TDD(503)684-2772
�
PPO)QCt:� '�tn��__�/_���f,�
LAN 1 �USE APP �_C�'ION Date:_ ��-,f o3
COMPLETENESS REVIEW �OMPLETE ❑ INCOMPLETE
STANDARD INFORMATION:
G� Deed/Title/Praof 0(Ownership ��leighborhood Mtg. Affidavits, Minutes, list Of Attendees �� Impact Study (18.390)
�' USA Service Provider letter ❑ fonstruction fost Estimate ❑ # Seu Of Application Materials/Plans
�re-Application Con(erence Notes �. Envelopes With Postage (Yerify Count)
PROJECT TATISTICS:
�Building Footprint Size ��% Of Landscaping On Site 0� % Of Building Impervious Surface On Site
�Lot Square Footage
PLANS DIMENSIONED:
��uilding Faotprint [L� Parking Space Dimensions(Indude Accessible&Bike Parking) �ruck Loading Space Where Applicable
�J` Building Height � Access Approach And Aisle G� Yisual flearance Triangle Shown
�DDITIONAL PLANS:
[� Vicinity Map ❑ Architectural Plan (�Tree Inventory
❑ Existing�onditions Plan �_ Landscape Plan
(�" Site Plan ❑ lighting Plan
TREE PLAN/MITIGATION PLAN:
❑ �
❑ � .
ADDITIONAL REPORTS: (list any special reparts)
a - �
❑ �
a o
RESPQ[��E TO APPUCABLE CODE SECTIONS:
❑ 18330�c�e�o�u�� ❑ 18.620�r�a i��o��s�e�) ❑ I B.1GS(OH-Strett Puking/lo�ding kquiremenn)
❑ 18340(DiRCrors hurpreauo�) ❑ 18.630(wuhiogm�sq��kr�i�li�re� ❑ 18.115(knsi6ve l�nes kriew)
❑ 18.350(Pl�naed Uerewpmenq ❑ I 8.705(Access/Egess/Grcuuoon) ❑ 18.180�igns)
❑ 18.360�s+u o�,��c�w� ❑ I 8.110(Accessory kudmu�unics) ❑ I 8.785 R��u�v��„���
❑ 18.310 n��/ad��:a�o�) ❑ I 8.1 I 5�nsiq Compunuans) ❑ I 8.790 R�k��
� I$.3HO(laning M�p/fut Amendmenn) ❑ I H.72O(Duign Canpib6ifry Sonduds) ❑ I 8.795�r���a�«��►
❑ �$.3$S(Miscel�neous Permi�j ❑ I S.12S(Environment�l Perfammce St�nduds) ❑ 18.791�w�a��wrca�w�►o,n�r o�a�)
� I S.39O(Deasion Making Racdures/Impxt Smdy) ❑ I B.�3O(Excepoons To Devebpment Snnduds� ❑ I 8.798�wuckss Cam�uniauon F�aGOes)
❑ I 8.4 I O p.o�G�e Adjusmuoa) ❑ I 8.740�u�a��� ❑ I H.H I O(Strect&Utiliry Improrement Snnduds)
� I HAZO(l.u�d Pu6cons) ❑ I S.I4I(Home Ocap�oon Permia)
❑ I 8.430(T�bei+ris�ons� ❑ I 8.745(l�dsaping 8 Saeening Shnduds)
� I A.S I O(Aesiden4�l Ioning Disoicu) ❑ �8.�5�(Mmuficwnd/Flohil Hame Ikgu�eons)
� I H.SZU(Comnera�l Ioning Districts� ❑ I 8.755�n�=�e s��a wuo�ng foonge)
❑ I H.$3O(Indusoi�l Ioning Dis�ica) ❑ I B.16O(NonconforrrYng Siw�ooas)
ADDITIONAL ITEMS:
1:lcurpinlmasters�revisedVand use application completeness review.dot REVISED: 17-Jan-01
PUBLIC: FACILITY PLAN Project: �cJP2003-00009
COMPLETENESS CHECKLIST Dafe: 10/02/03
GRADING
� Existing and proposed contours shown. Shown for stormwater pond- OK
❑ Are there grading impacts on adjacent parcels? NO
❑ Adjacent parcel grades shown. NA
❑ Geotech study submitted? NA
STREETISSUES
� Right-of-way clearly shown. 52 feef from centerline required as
dedication or shown as future dedication.
� Centerline of street(s) clearly shown.
� Street name(s) shown.
� Existing/proposed curb or edge of pavement shown.
❑ Street profiles shown. NA
❑ Future Street Plan: Must show street profiles, topo NA
on adjacent parcel(s), etc.
❑ Traffic Impact and/or Access Report NA
❑ Street grades compliant? NA
� StreeUROW widths dimensioned and appropriate? Dedication of ROW along Durham Road
shown. See note above.
❑ Private Streets? Less than 6 lots and width NA
appropriate?
❑ Other:
SANITARY SEWER ISSUES
� Existing/proposed lines shown.
❑ Stubs to adjacent parcels required/shown? NA
WATER ISSUES
❑ Existing/proposed lines w/sizes noted? Show fire line size on PFI submittal
� Existing/proposed fire hydrants shown?
❑ Proposed meter location and size shown? NA
❑ Proposed fire protection system shown? NA
STORM DRAINAGE AND WATER QUALITY ISSUES
� Existing/proposed lines shown?
� Preliminary sizing calcs for water quality/detention
provided?
� Water quality/detention facility shown on plans?
� Area for facility match requirements from calcs?
� Facility shown outside any wetland buffer?
❑ Storm stubs to adjacent parcels required/shown? NA
The submitt I is hereby deemed � COMPLETE ❑ INCOMPLETE
By� Date: 10/01/03
REVISED: 10/01/03
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K/vOW ALL MEN 8Y THESE PRESENTS,TMf.......J�• W, Clegg snd Hasel R. C1eRg, '
�- husDend nnd w1fe�
h�r�in fr�i�p!1 p.y�oL/oL th�cnn�id�ratbn herotn�ltrr�tnred,fo/rnnror pnid Ay .
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'" neeiQne,thnl cr�rnin r�n1 proMrty,wirh Ihe t�nemenh,herodiromrnt� �nd nppurlenene�s fhrr�unto belon/in/ or np-
* pertnrnin/,.iruernl in rhr Gwnly of Na�hlAgt0I1 end Statr a!Or�Ron,d��eribrYf nR la!low�,ro•w�►; � �
; .:"� B�4laainq at tbe int�rsection of the liorth liae o! 8. M. '
� � � Dnrhav Road (County Road No. 429) and th� SA�t lia� o! • �
�' i ,; , Lot 20� RLD8RSit00K F7►IW, Na�rinqton Couaty, Oreqoni theaca ;
��� ; . Dlcrth alonq the Eaat lins of •aid Lot 20, 459.73 leet to �
' en 1tQ11 pips at th� Southea�t corner o! that tract de�erib�d '
w la deed to Tiqard Chnrch of Ood in Book 659, paqe 196, e�id '
, , � ` Connty Eilm Racordst thsn n waat alonq ths South lin� o! f
said Churcb tract, 305.1 lest to an iron p3pe on tha Eait . �
� lin� o! 8. K. 98th 1►venus (COnnty ltoad Na. 2048)t thenes ' I
, aouth along tha 8ast iine ot aaid S. w. 98th 1►�enn� 459 �..
� � feet, �ora or less� �to a point on the liorth line ot.aaid '' �
t ' • � S. N. Duzhsv Roadt tbenc� East alooq tha Horth liA� ot ssid�
' ' B.�N. Dnrha■ Road �OS. feet, a�p re or less to th� Lrns
y poiat of boqinninq;+ub,ec� to: RlghLs .t�c � _ _Y,_ __
' �.p,,�lic !n and to nny portion of tne herrin described premi�es lying vithla the boundarie■ �
r. of roeds or hlghvnya. I��V�[! Il/W1�KIfNT,CONI�NV1 qu.m�p+nvrni�rori
Tu Hn�•e nnd ro Huld rhe rnme unto fhe rdd ernrt�tr�nd�ranre'F hein,�uccr�wn Rnd�ni/n�lorrve►. {
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And �nrd qrnn�rrr J�er�by eovenanfa fo end w!!h reld Rranfn nnd/►an�ee'�lxin, �uccerwn and�rsitnr,�hnf '
Rrnnror n/nwfu!!�•�i�rd in Ire�implr�/the ebove�ranMd pr�miwn,(rce Irom a!!�ncumbrencr� eXClpt aT1y
�` � '� � liens or encumorance� �uffered by graatee subsequeat Lo Merch 13� 197�.
"`} '�' Aleo eub,�ect ta: Stetutory parers end assessment� of Unified 6ewarage Agency.
- arrd th�f
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� Tlie true nnd en•t�n! rnmideration /uiid!or fh�� trnn*lrr.�tated in l�rms o!dollare,ie j ����'� .
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!n con•rruin�p rhir d�rd and N•he�r�fhe eonlext ro reqvir�r,fhe rinRular encludr� fh�pluraf Rnd a!!�rammefiu!
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'-• ,1 , ,t'�' ' STATE OF OR[GON .
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� ; ..��F�M�h�wl�M�OWtN Cq/1ry O� WO-...y..�• �
�� Souttivest Cpurch of Christ
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'= ` Southweet Church of Chriet __ .. .. ..�..°'..,... �.�,d �o„w�................._._. _.. I
' 11740 S. 11. Kathetlne
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�• � 11740 S. 11. Katherine __. _...�..._. �1'1
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, 9C1-43288 7D RJ9LIC 10131418 i
.\\\\\\\\\\\\\\\\\\�\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\��\�����\\\���\\\\� � �
'cl�����i�'2?l4�Yc��cl�`cYh't'cFFFtY�Ql����!!�'ct'��Yc\\'�'�c��C'ctYh'c'h'cYhT.4{CR 2046) \� jv
�Z`c�t4��ttl�titt�'rYctt'aPk\�hlti�� \�'c�'�h'�\R , TERM PT.7 ICR 20A9) �'xc�'`'(���r 1 l �4 2�9 j�•
DURHAM ROAD (CR 2048}
THIS MAP IS FURNISHED AS A CONVENIENCE BY PACIFIC NORTHWEST TITLE
This map is not a survey and does not show the location of any improvements.
The company assumes no liability for errors therein.
MAP# 2S111CD 00400
•
• , F. ;IFIC NORTHWEST T. 'LE
Phone (503) 671-0525 Fax (503) 643-6416
= M E T R O S C A N P R O P E R T Y P R O F I L E _
Washington (OR)
***************�************�******+**��*x******************�*****************�********+
* _____________________ *
* OWNERSHIP INFORMATION *
* _____________________ *
*
*
* Reference Parcel #:2S111CD 00400 *
* Parcel Number :R0506973 RT5Q: O1W - 02S - 11 - SW *
* Owner :5outhwest Church Of *
* CoOwner :Christ '`
* 5ite Address :9725 SW Durham Rd Tigard 97224 *
* Mail Address :9725 SW Durham Rd Tigard Or 97224 *
* Telephone :Owner: Tenant: *
+
*
* __________________________ *
* SALES AND LOAN INFORMATION '`
* __________________________ *
--------- *
*
* Transferred : Loan Amount . *
� Document # : 9930887 Lender . *
* Sale Price . Loan Type . '`
* Deed Type . Interest Rate . '`
* $ Owned . Vesting Type . *
*
*
* ______________________________
*
* _ ASSESSMENT AND TAX INFORMATION *
* ______________________________ *
*
*
* MktLand :$202,590 Exempt Amount :$685,210 *
* MktStructure:$482, 620 Exempt Type :Exempt *
* MktOther . $ Improved :70 *
* MktTotal :$665,210 Levy Code :02374 *
* 02-03 Taxes : School Dist :Tigard *
* Assessed Tot: *
* ____________________ '`
* PROPERTY DESCRIPTION *
* ____________________
*
* Map Grid : 655 E7 Class Code . ''
* Census :Tract:308.03 Block :3 '`
* NbrhdCd :Cook MillRate :16.6576 *
* Sub/Plat :Alderbrook Farm '`
* Land Use :9602 Soc,Religious Organization *
* Legal :ALDERBROOK FARM, LOT PT 20, ACRES *
- * :3.08, NON-ASSESSABLE *
*
*
* ________________________ *
* PROPERTY CHARACTERISTICS "'
* ________________________ '`
* Bedrooms . Lot Acres :3. 08 Year Built :1976 *
* Bathrooms . Lot SqFt :134, 164 EffYearBlt : 1976 *
* Heat Method :Comb Htg\cool BsmFin SF . Floor Cover :Carpet �
* Pool . BsmUnfinSF . Foundation :Concrete Ftg *
* Appliances . BsmLowSF . Roof Shape . *
* Dishwasher . Bldg SqFt : 10, 016 Roof Matl :Comp 5hingle *
* Hood Fan . 1stFlrSqFt . InteriorMat :Drywall *
* Deck . UpperFlSF . Paving Matl :Asphalt *
* Garage Type : Porch SqFt . Const Type :Wd Stud\shtg *
* Garage 5F . Attic SqFt . Ext Finish :Horizontal Wd *
* Deck SqFt . *
� *
***..****+**********************+**,+*********�**�**�******�*************�*********+******
The Snformation Provided Is Deemed Reliable, But Is Not Guaranteed.
1
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4
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� � � �
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, �
aFFiDAVIT �F MAILINGlPOSTING NEIGHBORHOOD MEETING NOTICE
IMPORTANT:NOTICEr>�THE.APPLlCAN��IS REQUIRED TO MAIL THE tITY�OF TIGARD A`COPY-0F THE-
NElGHBORHOOD�MEFfING�NOTICE;THAT PER��IINS TO�THIS-AFFIDAVR AT�THE'SAME TIME�PROPERTY
OWNERS-ARE�MAIL'ED�NOTICE; TO.TNE ADDRESS BELOW: - �� - � �
City of Tigard Planning Division
I 3 l 25 SW Hall.Boulevard
r�a; OR 97223-8189
IN ADDITION,THEAPPL'ICANT SHALL SUBMIT THIS AFFIDAVIT &�.COPIES OF ALL NOTICES AT THE7IME OF APPLICATION.,
MAILlNG:
I, VRdi�.�� �'R�S�S��T71 . being duly swom, depose and say that on the�day of /�UlfuSt
20 b 3 • ! caused to have mailed to each of the persons on the attached list, a notice of a meeting to discuss a proposed
development at(ar near) i I�E Sn�iT'rt�r`-5T C�tcl4�ti �� c:t iS�f , a copy
of which notice so mailed is attached hereto and made a pa�t of hereof.
I further state that said notices were enclosed in envelopes plainly addressed to said persons and were deposited on the
date indicated above in the United States Post Office located at S���FLka�a e �, �RE�-a'Y'
with postage prepaid thereon.
11%'W�
' nature (In the presence of a Notary Public)
POSTING:
I, ��I/��� G a�55 A�r�i . do affiRn that I am (represent) the party initiating interest in a proposed
l ont n, t'i�� ��s� PER n i t affecting the land located at (state the approximate location(s) IF no
address(s)andlor tax lot(s) currently registered) D�PR�i/iM ,R�,�+r� 9H� 57�2f.rf f ,
and did on the �7 � day of fJUUi�S�T , 20 d 3 personally post notice indicating that the site may be
proposed for a COv�i D 1 A4�YR'�- 1J SE �'�¢-r,i t application, and the time, date and place of a neighborhood meeting to
discuss the propasal.
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Signature (In t e presence of a Notary Public)
(THIS SECTION FOR A STATE OF OREGON, NOTARY PUBLIC TO COMPLETEINOTARIZE)
STATE OF ���-*'j��''� )
County of (�/�sl,,���i.,v ) ss.
Subscribed and swom/affirmed before me on the � 7��day of ���s � . 20v3 •
DFFICIAL SEAL
BRYAN TILLEY
NOTARY PUBLIC-OREGON
COMMISSION N0.333086 _-� ;
MY COMMISSIOr� r����RES JUNE 26,20U4 �
"" NOTARY UBL1C OF OREGO
My Commission Expires: ��� ��,�ixJl/
Applicant, please complete the information below:
NAME OF PROJECT OR PROPOSED DEVELOPMENT:
TYPE OF PROPOSED DEVELOPMEM': -
Address or General Location of Subject PropeRy:
Subjed Property Tax Map(s)and Lot#(s):
h:Yogrc�patryVresta�s1afl10avR Of m3ling-postin9 neigh0ortwod rt�aew�9.dOC
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NOTICE CUNCERNING NEIGHBOR MEETING
August 27, 2003
To those whom may be concerned,
RE: Conditional Use Permit for the Southwest Church of Christ Addition
Dear Interested Party:
Lane Brown, an Architect representing the owner of the property located at 9725 SW
Durham Road, is considering proposing a conditional use for a new worship auditorium
to be constructed at this location.
Prior to applying to the City of Tigard for the necessary permits, I would like to discuss
the proposal in more detail with the surrounding property owners and residents. You are
invited to attend a meeting on:
Thursday, September 11, 2003
Southwest Church of Christ
9725 SW Dur�am Road
7:00 PM
Piease note this will be an informational meeting on �reliminarv plans. These plans may
be altered prior to the submittal of the application to the City.
I iook forward to more specifically discussing the proposal with you. Please call me at
503-248-1088 if you have questions.
Sincerely,
Lane Brown
Architect
Southwest Church of Christ
Neiahborhood Meetina Concerns and Issues
September 11 , 2003
A neighborhood meeting was held at 7 :00 PM on the above date at
the church, 9?25 S.W. Durham Road. The attendance sign-up sheet
is attached.
There were 5 people in attendance at the neighborhood meeting.
Two were church representatives , one was the project architect
and two were a couple who live in the neighborhood.
Lane Brown read the "Stateraent of Purpose" and presented the
pro�ect proposal . He asked if there were any questions or
concerns or if any of the items on the frequently asked questians
list were of interest to them. Their response was that they felt
the proposal was a good one and that they had no questions or
concerns.
Jerry Tucker brought up that two calls were made to the church
office, voicing concern over removal of the existing landscape
buffer at the east property line. He said that both callers were
told that there would be no change to that landscape buffer .
The conversation shifted to the visitor ' s interest in the origins
of the church and the tradition of acappella singing using forraed
note music , that they had previously seen in a documentary.
The meeting ad�ourned at approximately 8 : 15 PM.
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SITE DEVELOPMENT REVIEW AND CONDITIONAL USE PERMIT APPLICATION
SOUTHWEST CHURCH OF CHRIST
9725 S.W. Durham Road
Tigard, Oregon 9T224
September 18 , 2003
This is a narrative of findings based on applicable standards as
identified in Pre-Application Conference Notes dated 8/19/03.
A. _GENERAL INFORMATION
Applicant : Orville Grossarth for Southwest Church of Christ
Address: 23990 SW Morgan Lane
Sherwood, Oregon 97140
Phone: 503-625-7089
Agent : W. Lane Brown Architect/Planner
Address: 8026 SE 21st Avenue
Portland, Oregon 97202
Phone: 503-248-3088
Property Location: Tigard, Oregon
Address: 9T25 S.W. Durham Road
Tax Map/Tax Lot : 2S1 11CD, TL 00400
Necessary Applications :
Site Development Review, Conditional Use Approval , Ad�ustments
Proposal Description:
10, 900 s. f . auditorium, lobby and covered entry walk addition to
an existing church.
Comprehensive Plan Designation:
Mediura density residential .
Zoning Designation: R-?
Citizen Involvement Team Area: South
Architecture • Zoning & Land Use • Facilities Planning
8. ZONING DISTRICT DIMENSIONAL REQUIREMENTS
CODE SECTIONS - ^ABLE 18 . 510 . 2 AND 18 . 330 . 050.B. 9
Minimum lot size: 20 ,000 s. f . for a church
Actual lot size 133 , 400 s . f .
Average lot width required: 50 ft .
Actual average lot width approx 285 ft .
Maximum building height : 35 ft .
Building addition height as shown on elevations : 35 ft .
Front yard setback required: 25 ft . for a church
Actual front yard setback at Durham Road: 73 ft . frora existing
buil3ing to Preservation ROW line, 137 ft. from additi�n to that
line.
Side and rear yard setbacks required: 20 ft . for a church
Side yard shown on site plan: 79 ft . west side of addition to
property line at 98th street .
Rear yard shown an site plan: 210 ft .
Maximum site coverage: 80�
Coverage by buildings as shown on plans : 26, 500 s . f . = 20�
Coverage by parking as shown on plans: 67 ,000 s. f . = 50�
Minimum landscape or natural vegetation area: 20� �
Landscape area shown on plans : 39,900 s. f . = 30�
C . NEIGHBORHO�D MEETING
All requirement� for notification, posting, meeting and reporting
have aeen completed. The required substantiating submittal
materials and notification envelopes are submitted with th.is
application.
D. NARRATIVE
COnE SECTIDN - 1� . 390
Tne pro�ect is the addition of covered entry walks, a lobby and
an auditorium (worship space) to an existing r.hurch.
The auditorium is 6, 900 s. f . including the platform area,
baptistry, audio;visual equipment room and storage area. Seating
at 15 s . f . per person would be 460 seats . This space replaces an
au�itorium currently seating 240 , which will be used for Sunday
S�hool class space.
There are currently zour. vror�hip sessions every Sunday, at 8 : 00
AM, 9 : 30 AM, 11 : 00 AM and 6 : 00 PM. The new auditori�im will allow
this to be reduced to two worship sessions in the mcrning and o�e
in the evening.
Weekly facility use includes a free pre-school program for 2
hours each Tuesday and Thursday morning and 2 hours each Tuesday
and Thursday afternoon. These are open to the public and are
limited to 32 children in each session. These were approved under
Conditional Use Permit 98-0005 . There are no plans to increase
capacity or days of operation of this program.
There are various community and bible study group meetings at the
church during weekdays and evenings . These are not on a regular
schedule but occur as need for the facility arises.
There is no plan for use of the existing classrooms for any other
daily school or daycare program.
E. IMPACT STUDY
C�DE SECTIONS - 18 . 390 .04.0 AND 18 . 390 . 050
1 . Transportation System Including Bikeways
Both Durham Rd. and 98th St . are developed with sidewalks , curbs
and paving. There is an existing traffic control signal at the
intersection of Durhara and 98th.
The Engineering Section has indicated a requirement for
preservation of ROW for future 5 lane improvements at Durham Rd. ,
which is shown on the Site Development Plan. This is not required
as a dedication of ROW at this time. No other street developments
are being required or proposed.
A traffic irapact fee is required by ordinance. This is calculated
at the time of building permit application and will be paid in
accordance with those requirements .
A bike lane exists at Durham Rd. This project will not impact
that bike lane.
All required parking facilities and access drives are existing.
Please refer to the attached ad�ustment request for additional
discussion of traffic impacts .
No other street improvements are anticipated as a part of this
project .
2 . The Drainage System
Per the attached Preliminary Stormwater Disposal Plan, detention
and water quality features will be provided on-site per the
requirements of Clean Water Services .
A Sensitive Area Pre-Screening Site Assessment has been completed
by Clean Water Services authorizing issuance of a stormwater
connection permit (attached) .
3 . The Parks System
This pro�ect will not impact the parks system.
4 . The Water System
Water for domestic use and fire protection is currently provided
frora 98th.
The original building and auditoriwn will be fire sprinklered as
part of this project . Per Eric McMullen of Tualatin Valley Fire
and Rescue, a fire departraent connection must be provided within
?0 ft . of a fire hydrant . This will be provided as part of this
pro�ect .
As hydrants had previously been installed to maintain maximum 250
ft . access to all parts of the building and fire access routes
around the building were maintained, he had no further issues to
be addressed.
5 . The Sewer System
Sanitary sewer connection is currently provided to the 8" line at
Durham Rd.
6 . Noise Impacts
There is nothing proposed in this plan that will generate
additional noise irapact .
? . Overhead Utility Lines
A fee in lieu of undergrounding at Durham Rd. was paid by the
church as part of the requirements of the previous CUP 98-OQ05 .
It was determined at that time that the fee would not be required
for the 98th St . frontage as that system serves only those
proerties to the west , across 98th St .
F. ACCESS
CODE SECTIONS - 18. 705 AND 18 . 765
All existing parking lot access was developed under previous
development permits BUP 95-0461 and PLM 95-0338 and approved
again under CUP 98-0005 and SDR 98-0023 .
This addition does not increase parking lot size or access
requirements, however, one access drive exists at a location
closer than the current requirement of 150 ft . from a street
intersection. Please see the attached ad�ustment request for
continued use of this driveway.
G. WALKWAY REQUIREMENTS
CODE SECTI�N - 18 . 705 . 030
Walkway requirements from new entrances and the existing ground
floor building entrances , to 98th St . , were provided for in the
previous development permit . These are to be maintained as part
of this project .
H. BUFFERING AND SCREENING
CODE SECTION - 18 . �45
There is an existing dense landscape screen along the east
property line, buffering the adjacent residential properties from
view of the church facility. This screen is comprised of mature
deciduous and evergreen trees ar.d shrubs .
An area approximately 30 ' from the building is planted with lawn,
in order to provide security and raaintenance access . There is no
work in this area and the existing landscape screen will be
maintained.
There are also large trees and shrubs between the building and
the parking lot along the north property line. These will be
maintained and are out of the construction area.
The existing parking lot is borde,red on both the Durham Rd. and
98th St . frontages with mature street trees and landscaping. The
only work in these areas will be utility connection, which will
be routed as far from existing trees as possible. Any disturbance
of landscape plantinqs will be restored.
I . LANDSCAPING
CODE SECTIONS - 18 . 745, 18 . 765 AND 18 . �05
1 . Street Trees
Street trees were planted as part of previous site development
permits. No street trees are to be removed as part of this
project and no additional street trees are proposed.
2 . Parking Lot Landscaping
The seating capacity of the building addition does not require
additional parking. All existing parking and required landscaping
was developed under previous development permits BUP 95-0461 and
PLM 95-0338 and approved again under CUP 98-0005 and SDR 98-4023 .
3 . Setbacks for Fences or Walls
There are no fences or walls ad�acent to property lines proposed
as part of this prvject .
4 . Revegetation
All areas around the building addition will be revegetated as
part of this pro�ect (see site plan) .
J. PARKING
CODE SECTION - 18 . 765 . 040
Parking is required at the rate of 1 space per 3 seats in the
assembly area.
The new assembly area is 6, 900 s . f . in area including the
platform, baptistry and �udio/visual room areas.
At the Building Code seating allowance of 15 s. f . per person,
that would be 460 seats, therefore, required parking would be 154
spaces .
The existing parking lot has 183 spaces. One space will be
eliminated for access to an entry stair and the other 182 spaces
will remain.
All existing parking was developed under previous development
permits BUP 95-0461 and PLM 95-0338 . This addition does not
increase parking, loading or access requirements (see driveway
location appeal ) . All parking lot lighting is existing.
Handicapped parking is existing, however, two spaces will be
relocated to provide parking closest to the accessible entry
route.
Bicycle racks are required at the rate of 1 per 20 seats in the
main assembly area. 460 seats/20 = 23 required racks . 8 racks are
proposed in this pro�ect (please see bike rack adjustment
request ) .
K. LOADING AREA REQUIREMENTS
CODE SECTION - 18 . 765 .080
The church does not receive or distribute material or merchandise
by truck, therefore, off-stree: loading spaces are not required.
L. SIGNS
CODE SECTION - 18 . 780
No new signs are proposed as part of this project .
M. Tree Removal and Mitigation
CODE SECTION - 18 . 790 .030 . 0 AND iS . T90 .060 . E
Trees were located, sized and identified by Gary Drendel ,
certified arborist . These are shown on the tree plan, which
carries his signature.
There are 34 existing trees over 12" diameter . 8 of these are
proposed for removal , leaving 26 remaining. This retains 76 . 5� of
the existing trees, therefore, no mitigation will be required.
No work is being done near areas af trees to remain, therefore,
no tree protection measures will be required.
N. CLEAR VISZON AREA
CQDE SECTION - 18 . 795
No development or revision of existing conditions is proposed
within the vision clearance area.
Site access and parking is not being modified near any vision
clearance area.
The existing vision clearance was provided as approved in recent
previous development permits .
0 . MIXED SOLID WASTE%RECYCLING STORAGE
CODE SECTION - 18 . 755
The existing 10 ' X 12 ' exterior storage area shown complies with
requirements of this section as it is located within a parking
area with more than the required number of spaces; is accessible
for collection vehicles but will not obstruct pedestrian or,
vehicular movement on the site or on public streets; is sized to
accomodate current local collection containers; is enclosed by a
6 ' high sight obscuring fence; has a SO ' wide gate opening; and
is accessible to collection vehicles allowing them to exit the
site in a forward direction.
The attached service provider letter from Pride Disposal Company
attests to the adequacy of this enclosure.
END OF NARRATIVE
W. Lane Brown A. I .A.
Architect/Planner
ADJUSTMENT REQUEST #1
SOUTHWEST CHURCH OF CHRIST
9725 SW Durham Road
Tigard, Oregon
Septeraber 30, 2003
This is a request for adjustment to allow reduction of the
requirement for minimum driveway setback from a collector or
arterial street intersection.
Section 18 . 705 .030 .H. 2 states that driveways shall not be
permitted to be placed in the influence area of collector or
arterial street intersections . The minimum driveway setback from
a collector or arterial street intersection shall be 15o feet
measured frora the right of way line to the throat of the proposed
drive.
The work of this project does not create a need for addition to
or modification of the existing parking lot. All existing parking
lot access was developed under previous development permits BUP
95-0461 and PLM 95-0338 and approved again under CUP 98-0005 and
SDR 98-0023 .
The existing south drive from the parking lot is currently
located 111 feet from the existing property line at Durham Rd.
This request is far approval of continued use of this existing
driveway.
Ad1ustment Criteria per 18 . 370 . 020.C . 5 .b
1 . It is not possible to share access.
This criteria anticipates that the property is not large enough
to provide the 150 foot setback to the driveway. That is not the
case here, therefore, this criteria does not apply.
2 . There are no other alternative access points on the street
in question or from another street .
There are available access points at both Durham Road and 98th,
however, the existing access point provides the best location for
both on-site and off-site traffic flow.
Durham Road is a through traffic street , while 98th terminates at
Durham Road. The traffic light and design of the intersection
allows -for safe and controlled access to and from 98th, with both
right �hd left turn lanes provided at both streets.
Replacing the existing driveway with one from Durham Road would
cause direct conflict with traffic on the busiest of the two
streets . It would interfere with access to the existing right
turn lane to 98th and would increase the risk for those turning
across traffic to exit the lot turning east.
The current south driveway location on 98th Street serves an on-
site hub offering three directions to different areas of the
parking lot. Those entering the Iot from 98th, therefore, have an
opportunity to proceed to the least crowded access drive,
allowing traffic to flow freely.
Relocation of the driveway to 150 feet from Durham Road would
reduce on-site access to two choices of direction. This would
create more on-site congestion, which in turn would cause more
off-site slowing of traffic entering the parking lot .
The existing driveway location is the best alternative access
point .
3 . The access separation requirements cannot be met .
This does not apply as there is adequate area for access
separation.
4 . The request is the minimum adjustment required to provide
adequate access .
Relocation of the existing driveway any further from Durham Road
would create increased congestion on 98th because of the loss of
on-site access to alternative parking areas, as discussed in
Criteria 2 above.
5. The approved aecess or access approved with conditions will
result in a safe access.
Since the original approval of the existing parking lot access, a
traffic control signal was installed at the intersection of 98th
and Durham Rd. , providing a left turn lane and vehicle activated
signal from 98th. This has greatly decreased the wait to turn
left onto Durham Rd. and has reduced the left turn que as a
result .
We are proposing a revision of the current south two way drive to
allow exiting vehicles to turn right only, onto 98th. This will
reduce the interface of cars exiting the site with those in the
que at the signal light .
Coupled with the fact that the church generated traffic is
confined primarily to Sundays , when the traffic on 98th is
normally the lightest , it is our feeling that the use of this
existing drive will :continue to provide a safe access to and from
98th St .
-�
The daily preschool program offered by the church serves a
maximum of 30 children in each of two sessions . These are from
9 :30 AM - 11 : 30 AM and from 12 : 30 PM - 2 : 30 PM. The location of
the program is ad�acent to the the north entry to the education
wing of the facility. Because of this location, most of the
traffic approaching the parking area is through the north
driveway and does not impact the use of the south driveway.
6. The visual clearance requirements of Chapter 18.795 will be
met .
The visual clearance requirements of Chapter 18 . 795 will continue
to be met under this proposal .
END OF ADJUSTMENT REQUEST #1
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This is a request far adju�tment to allow reductzan of the
requirement for minimum driveway setback from a collector or
�rterial street intersect3on.
Section �.8 . 705 . 034.H. 2 states that driveways shall not be
permitted ta be placed in the influence area of col].ector or
arterial street intersections . T'he minimum dri.veway setback from
a collectar or arterjal street intersection shal� be 150 feet
measured from the right of way line to the throat of the proposed
dr.ive .
The wark o� this pro�ect does nat create a need for add5tion to
or modif�catian of the existing parking ��t . All existing parking
lot acc�ss was developed under previous d�velnpment permits $t3P
95-4461 and PLM 95-�338 and approved again under CUP 98-0005 and
SDR 98�fl023 .
'�he existin_q sottth drive from the pa�"king lot is currerxtly
�ocated 311 ��et from �he exist3.r,►g property line at Durham Rd.
This reguest is for approval of cantinued use of this existing
driveway.
Ad-iustment Criter�a per 18. 370. 020 .C.5.b
1 . It is not possib3e ta share access.
This criteria anticipates that �he property is not large enough
to provide the 150 faot setback to the dr�veway. That is not the
case here , therefare, this criteria does ndt apply.
2 . There are no other alternative access points on the street
in question or from anoth�r stxeet .
There are available access polnts at both Durham Road and 98th,
however , the existing accESS pain� provides the best ldcation for
br�th on-site and off�site traffic flow.
Durham Road is a through traffic street , while 98th terminates at
Durham Road. �he traffic 3ight and design of the intersection
allows for safe and controlled access to and from 98th, with both
right arld left tuxn lanes presvided at both streets . ,
f�U u��n� �c a l��l{/�c�
Replacing the existing driveway with one from Durham Road would
cause direct contlicfi With traff�c on the busiest of the two
streets . It would int�rfere with access tn the existing z�ight
tur3'� lane to 98th and would ancrease the risl� for those turning
across traffic to exit the lot turning east .
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FROM : LANE BRO�1N ARCHITECT FAX N0. : 503-248-1088 Sep. 30 20�3 03:25PM P2
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The current sauth driveway location an 98th Street serves an on--
site hub of�ering three directions to different areas of the
parking 1ot . '£hose entering the lat from 98th, theretore, have an
opportunity to proceed to the least crawded access drive,
allowing traffic to flaw free�y.
Relocation of the driveway to 150 fee� from Durhara Road would
reduce on-site access to two choices of direction. This would
create more an-si.te congestion, wh�ch in turn would cause more
o�f-site slowing af traffic ent�ring the parking lat .
Tk�e existing dxiveway location is the best alternative access
po�nt .
3 . The acce�s separation req�irements csnnot be mefi .
This does not apply as there is adequate area for access
separation.
4 . Th2 requ�st is the nninimum adjustment required to provide
adequate access .
Relocation of the existing driveway any tarther from Durham Road
would create increased congestion on 98th because of the ].oss of
on-site access to alternative parking are�s, as discussed in
Crite�ia 2 above .
5 . The apprvved access or access approved with cox�dXtions wi11
re�ult in a safe access .
Since the ariginal approval af the existing parking lot access, a
txaffic control signa.I was insta]�led at the intersection of 98th
and Duxham Rd. , praviding a left turn lane and vehicle activated
signal from 98th. Th7.s Yias greatl.y decreased the wait to turn
left onto Durham Rd. and has reduced the left turn que as a
result,
We axe proposing a revision of the current south two way drive to
a�low exiting vehicles to tuxn right only, onto 98th. This will
redtace the interface of cars �xiting the site with those in the
que at the signsl light .
Goupled with the fact that the church generated traffic is
confined primara.Iy to Sundays, when the traffic on 98th a.s
normally the lightest , it is our feeling that the use of this
ex5.sting drive will continue ta provide a �afe access to and from
98th 5t .
FROM : LAhlE BR'JWN ARCHITECT FAX N0. : 503-248-1088 Sep. 30 2003 03:26PM P3
.
----......_._��._------_--__�__—----�-�---_ ._..�.^�._ ..._.._._..
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The daily preschool program offered by the church serves a
maxi�num of 34 children in each of two sessions - These are from
9 : 30 AM �- 11 : 30 AM and from 12 :30 PM - 2:30 PM. The Iocation of
the prvgram is adjacent to the the north entry to the education
wing of the facility. Secause of thi.s location, most of the
traffic approachfng the parking area is through the north
driveway and daes not impact the use of the sauth driveway.
6 . The visual clearance requirements of Chapter 18 . 7s5 wi11 be
met .
The vSsual clearance requirements af Chapter 18 .795 wi11 continue
to be met under this propos�l .
END OF ADJUSTMENT REQUEST #1
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ADJUS':'MENT REQUEST #1 ,t�O�tL�
SOUTHWEST CHURCH OF CHRIST Q.� �Q'
97TigardDuOregonoad -`'`QQ�OJ
V
Septeraber 18 , 2003 O p�P
This is a request for ad�ustment to allow reduction of the
requirement for minimum driveway setback from a collector or
arterial street intersection.
Section 18 . 705 . 030 .H. 2 states that driveways shall not be
permitted to be placed in the influence area of �ollector or
arterial street inte�sections . The minimum driveway setback from
a collector or arterial street intersection shall be 150 feet
measured from the right of way line to the throat of the prclposed
drive.
The work of this project does not create a need for addition to
or modification of the existing parking lot . The existing sauth
drive from the parking lot is currently lacated 111 feet from the
existing property line at Durham Rd.
All existing parking lot access was developed under previous
development permits BUP 95-0461 and PLM 95-0338 and approved
again under CUP 98-0005 and SDR 98-0023 .
Since these approvals, a traffic control signal was installed at
the intersection of 98th and Durham Rd. , providing a left turn
lane and vehicle activated signal from 98th. This has greatly
decreased the wait to turn left onto Durham Rd. and has reduced
the left turn que as a result .
We are proposing a revision of the current south two way drive to
allow exiting vehicles to turn right only, onto 98th. This will
reduce the interface of cars exiting the site with those in the
que at the signal light .
Coupled with the fa�:t that the church generated traffic is
confined primarily to Sundays , when the traffic on 98th is
normally the lightest, it is our feeling that the continued use
of this existing drive will not create an adverse impact .
Moving this drive would necessitate considerable costly changes
to the parking lot , would most likely harm mature street trees
that exist along 98th and would not significantly increase
vehicle safety. This minimal adjustment requested will continue
to provide adequate site access and will enhance safe egress .
The visual clearance requireraents of Chapter 18 . 795 will continue
ta be met under this proposal .
END OF AD•:US'T�IENT REQUEST #1
ADJUSTMENT REQUEST #2
SOUTHWEST CHURCH OF CHRIST
9?25 SW Durham Road
Tigard, Oregon
September 18 , 20�3
This is a request for adjustment of the bicycle parking
requirement .
Table 18. 765 . 2 , Bicycle Parking Requirement , states a requirement
of 1 . 0 parking space for every 20 seats in the raain asaembly area
for Religiuos Institutions.
The auditorium addition for this pro�ect will be the main
assembly area, with 460 seats at the basis of 1 seat per 15 s. f .
of floor area. This would require 23 bicycle spaces.
This adjustment request is for reduction of that requirement to 8
bicycle spaces , as governed by Section 18 . 390. 340 and per
criteria contained in Section 18 . 370 . 020 .C. 7 .e.
There are currently no bike racks and no use of bicycles to
access the church for worship services has been observed by
staff .
By nature, , those attending worship services in the auditorium are
dressed more formally than is conducive to the use of bicycle
transportation.
The 8 bicycle spaces proposed would provide for youth group
raeetings , which typically take place in classrooms with a maximum
occupancy, per the building code, of 93 . At the standard of 1
space per �0 seats , this would only require 5 bicycle spaces .
It is our feeling that this age group, meeting at times when more
casual attire is appropriate, would be the most likely users of
bicycles for transportation to the church and that the proposed 8
sp�ces would be adequate to meet that need.
All other bicycle parking standards of Section 18 .765 .050 wi11 be
met .
We therefore request appr�val of this adjustment .
END OF ADJUSTMENT REQUEST #2
FROM : LANE BROWN ARCHITECT FAX N0. : 503-248-1088 Sep. 03 2003 02:12PM P1
� � � � f� �l �
-•��� SEP � 8 2003 1�ile Number 3U.'�
• (N
�
C�.eanWater �` Serv�c
Our commitment is clesr. By Sensitive Ar a Pre-Screening Site Assessment
Jurisdiction c���t c� r�c„g�cz,p Date 4(�(o�
Map & Tax Lot 2 g��t c�o . o0 4.0o Owner �,sr►..,�,��,- ••�.uncrt eF�HR�ST
Site Address q-y25 Sw bvt�.HPry►.,t��p,
T�c� _ cz��ocz q7�,z4- Contact L�� f?vtbw.� Ars�t-<<�cT
Propvsed Activity �n�,�..,o� .� �x�sT. AddrESS �,p.� � .Z�s�e-,e�v
Gt-t V f��CS M .-._, f$[�-TIrA 1.t�d Of"'i q�1 rLO�,
Phane �r3-2,q.g- 1088
Y N NA Y N NA
� � � sensi�ve Area osite Map Stormwa#�r,I��structure maps
Map#_ Z 5�� ❑ ❑ � QS# 76
� � � Local[y adopted studies or maps Other
SpEttify ❑ ❑ ❑ 5����
Based on a review of the above information and the requiremerrts of Clean Water
Services Design and CQnstr�tetion Standards Resolution and Order No. 00-7:
[] Sensitive areas potentially exist on site or within 204' of the site. THE APPLICANT
MUST PERFORM A SiTE CERTiFICATtON PRIOR Tp ISSUANCE pF A SERVICE
PROVIDER LETTER OR STORMWATER CONNECTfON PEfiM1T. !f Sensitive Areas
exist on the site orwithin 200 feet on adjacent properties, a Natural Resources
Assessment Report may also be reqt�ired.
� Sensitive areas do not appeat'to exist on site or within 200' of the site. This pre-
screenEttg site assessment does N07 eliminate the need to eva[uate and pra#ect -�
water quality sensitive a�eas if t�tey are subsequentEy discovered on your
properky. NO FURTHER SITE ASSESSMENT OR SERVICE PROVIDER LETTER IS
F2E�i3iR�Fs.THIS FORM WILL SERVE AS AUTHORfZAT[ON TO ISSUE A
STORMWAY�R C�NNECTION PERMIT'.
❑ The proposed activity does not ttteet the definition of deveiopment. NO SiTE
ASSESSMENT�R S�RViCE PROVIDER LE7YER IS REQUIRED.
Comments:
�5�,�� �- �eS �l3� ��,��
Rev�ewed By: Date: � G 3
lteturned ta Applicant
Mail� Fax Counter
Date 4/�/O� Bjs�
--T—
15b N First Avenue.Suite 270•I-litlsboro,Oregon 97124
Pt�one: (503)846-6621 .Fax (503)8463525•www.cleaawataservices ore
. . �
P �R *1 *D � E
DISPOSAL COMPANY
P.O. Box 820 Sherwood, OR 97140 (503)625-6177
September 12, 2003
Lane Brown, Architect
8026 SE 21 S` Avenue
Portland, Oregon 97202
Fax: 503-248-1088
Re: SW Church of Christ
9725 SW Durham Road
Dear Mr. Brown,
This letter is to verify that Pride Disposal is the service provider for this location. Upon
review of your plans for expansion of the church sanctuary, we have determined that the
present enclosure will continue to be adequate for the garbage and recycle needs of this
location.
Contact us if you have any questions.
Sincerely,
� ���������
�
Julia Fletcher
Commercial Sales/Public Relations
Pride Disposal
503-625-6177 ex 170
�j„� Printed on 100% recycled paper.
o Y��Yl OL �I�
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�
�' � L E'1N I S &
VAN VLEET
Incorporated
prin�ipals
�hris�. van vleet, p.e.
gary�. lewls,p.e.
ST�RM WATER CALCULATIONS
FOR
S OUTH�E S T
CHURCH OF CHRI S T
9725 S.W. Durham Road
Tigard, Oregon
Client:
Lane Brown, Architect
���rD F'R 0��-.
`' ��;I N�c� ���0
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� 56 E y�
s . � _
OREGO �
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'S���--�"�Q
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�cPi��s: 1 31
Lewis &Van Vleet, Inc. .iob Number 03250
�onsulting engineers
1e66❑ s.w. boones ferry road
tualatin, oregon 9706z
[503] BB5.6605 phone
[503] BBS.I 20 6 fax
Table of Contents
Site Areas ..................................... 1
Narrative ..................................... 1
Water Quality ..................................... 1
Detention ..................................... 2
Provided Pond Volume ..................................... 3
Pipe Size Calculations Worksheet ............................ 4
Apnendices
Appendix A—SBUH Printouts
Appendix B—Existing Pond Calculations
(From 1995)
. CIVIL CALCULATIONS
' Job SOUTh 3T CHURCH OF CHRIST
Client LANE BROWN
Job No. 03250 By BSD
Date 08/16/03 Sheet 1
SITE AREAS
Total Site Area: 138,000 sf= 3.17 ac
Total Existing Imp. Area: 90,000 sf= 2.07 ac
Existing Impervious Area
draining to pond: 33,025 sf= 0.76 ac
Proposed Impervious Area: 10,000 sf= 0.23 ac
NARRATIVE
The existing pond is only sized for water quality for 33,025 sf of existing impervious area
from the north side of the parking lot. We are proposing the drainage from the new
10,000 sf addition to connect into the existing storm piping and flow to the existing pond.
We will regrade the pond to hold the required volume for both water quality and detention
for the new impervious area as well as the water quality volume for the existing impervious
area. The existing control structure meters the flow for water quality prior to discharge to
the pond. We are proposing to modify the orifice in the existing flow control structure to
control the total water quality flow and add a new control structure in the pond for detention.
WATER QUALITY(Extended Drv Detention Pond - Per CWS Standardsl
Required W.Q. Volume = (Impervious Area)x (0.03)
(33,025 + 10,000)x (0.03) = 1,291 cf
Water Qualiry Flow = 1,291 cf = 0.090 cfs
(4 Hr) x (60 min/hr) x (60 sec/min)
Orifice Formula: Q = CA(2gh)o.s
Given:
C = 0.61
g = 32.2
Design:
Q = 0.090 cfs
h = 1.5 feet of head
Solve for A:
A= Q/[ C (2gh)o.5]
A= 0.089635 /[ 0.62 (2 2
(c.f.s.) (head)
A= 0.015 sq. ft. (orifice area)
Solve for D:
A= pixR2
R = (A/p��o.s
R =( 0.015 /3.14 �o.s
(area)
R = 0.069 ft.
D = 2xRx12
D = 1.66 inches
CIVIL CALCULATIONS
• Job SOUTF ST CHURCH OF CHRIST
Client LANE BROWN
Job No. 03250 By BSD
Date 08/16103 Sheet 2
DETENTION (CWS Standards: 2-10-25 Year, 24 Hour Storm -SBUH Method)
- From CWS Design Storm Distribution Chart: Pz =2.50 inches
(P� = Rainfall Depth for'n' year storm) P,o= 3.45 inches
P25= 3.90 inches
- SCS Type 1 Soil (Aloha)*
Hydrologic Soil Group = C
Existing Conditions:
Impervious Area = 0 sf= 0.00 ac CN = 98 (Paved Surfaces, Roofs, etc...)
Pervious Area = 10,000 sf= 0.23 ac CN = 86 (Open Space, Poor Condition)��
Time of Concentration (T�):
T�_ [0.42'`(nSL)°8) (Sheet Flow up to 300 feet.)
I(PZ) � (So) ]
where: ns= 0.15 (Sheet flow Manning's effective roughness coefficient)
L = 120 ft. (Length of Flow)
PZ= 2.50 in (2-year, 24 hour rainfall)
So= 3.3 % (Slope of hydraulic grade line-land slope)
T, = 10.2 minutes
Storm � 2-Yr 10-Yr 25-Yr
Peak-� 0.07 0.12 0.14 < See Printouts
Proposed Conditions:
Impervious Area = 10,000 sf= 0.23 ac CN = 98 (Paved Surfaces, Roofs, etc...)
Pervious Area = 0 sf= 0.00 ac CN = 86 (Open Space, Poor Condition)��
Time of Concentration (T�):
T�= Use 5.0 minutes, minimum
Storm � 2-Yr 10-Yr 25-Yr
Peak-Q 0.15 0.21 0.23 < See Prinfouts
Detention Volume Required = 308 cf < See Printoufs
` Per Washington County SCS Manual
�� Per CWS Design Manual
CIVIL CALCULATIONS
� Job SOUTh 3T CHURCH OF CHRIST
Client LANE BROWN
Job No. 03250 By BSD
Date 08/16/03 Sheet 3
PROVIDED POND VOLUME
Take larger volume of Water Quality and Detention.
Water Quality Volume = 1,291 cf
Detention Volume = 308 cf
Total pond volume required = 1,291 cf
Existing pond valume = 990 cf
Additional pond volume required = 301 cf
Widening the pond approximately 6' to the west and 10'to the south, the new pond
volume is:
Elev (ft) Area (s� Volume (cfl
207 450
550
208 650
765
209 880
Total = 1,315 > 1,291 --OK
PIPE SIZE CALCULATIONS �
Project No. _03250 Designed by: BSD ____ Date__09116/03 Checked by: BSD Date:
_ _-- _ -- _ _- - -
Pro�ect Name: SOUTHWEST CHURCH OF CHRIST Pa e: 1 of 1 •
DESIGN DESIGN CALCULATIONS DESIGN INVERT
SECTION ELEVATIONS
EQUIV. TOTAL
MH to MH INCR. TOTAL INTEN- INCR. RUNOFF �NCR. EQUIV. RUNOFF SLOPE DIA. CAPA- VELOC. LENGTH UPPER LOWER
OR TIME TIME SITY AREA COEFF. AREA AREA CITY
ST to ST T Tt I A C CA ECA Q S d Qf Uf L
minutes minutes in.lhr. acres coeff. acres acres cfs % inches cfs s feet
Existing Configuration
C61 -CB2 5.0 5.0 3.00 0.356 0.9 0.320 0.320 0.96 1.80% 6 0.98 4.99 100 213.40 211.60
C62 -C.O. 0.3 5.3 2.95 0.402 0.9 0.362 0.682 2.01 1.13% 10 3.03 5.55 118 211.43 210.10
C.O. - STRUCTURE 0.4 5.7 2.89 0.000 0.9 D.000 0.682 1.97 1.13% 10 3.03 5.55 124 210.10 208.70
Proposed Configuration
CB1 -CB2 5.0 5.0 3.00 0.356 0.9 0.320 0.320 0.96 1.80% 6 0.98 4.99 100 213.40 211.60
CB2- NORTH ROOF 0.3 5.3 2.95 0.402 0.9 0.362 0.682 2.01 6.00°/a 10 6.98 12.80 10 211.43 210.83
N. ROOF-S. ROOF 0.0 5.3 2.95 0.115 0.9 0.103 0.785 2.32 0.70% 10 2.38 4.37 105 210.83 210.10
S. ROOF -C.O. 0.4 5.7 2.89 0.115 0.9 0.103 0.888 2.57 0.90% 10 2.70 4.96 3 210.10 210.07
C.O. - STRUCTURE 0.0 5.8 2.87 0.000 0.9 0.000 0.888 2.55 1.13% 10 3.03 5.55 124 210.07 208.67
�.
1`✓f�7 C� �I
S �
�
NOTE: PIPE SIZES ARE CALCULATED USING THE RATIONAL METHOD FOR A 10 YEAR, 24 HOUR STORM EVENT PER CLEAN WATER
SERVICES RAINFALL INTENSITIES WITH 5 MINUTES TIME OF CONCENTRATION, MINIMUM. i,a= 3.0 in/hr.
APPENDIX A
SBLTH Printouts
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4 . 21B
R/D FACILITY DESIGN ROUTINE
SUMMARY OF INPUT ITEMS
1) TYPE OF FACILITY: POND (3 . 0 : 1 SIDE SLOPES)
2) STORAGE DEPTH (ft) : 2 . 00
3) VERTICAL PERMEABILITY (min/in) : . 00
4 ) PRIMARY DESIGN HYDROGRAPH FILENAME: 25NEW
5) PRIMARY RELEASE RATE (cfs) : . 14
6) NUMBER OF TEST HYDROGRAPHS: 2
TEST HYD 1 FILENAME: lONEW TARGET RELEASE (cfs) : . 12
TEST HYD 2 FILENAME: 02NEW TARGET RELEASE (cfs) : . 07
7) NUMBER-OF-ORIFICES, RISER-HEAD (ft) , RISER-DIAM (in) : 2, 2 . 00, 8
8) ITERATION DISPLAY: NO
ENTER ITEM NUMBER TO BE REVISED (ENTER ZERO IF NO REVISIONS ARE REQUIRED) :
0
INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 1200 CU-FT
BOTTOM ORIFICE: ENTER Q-MAX (cfs)
. 07
DIA. = 1 . 35 INCHES
TOP ORIFICE: ENTER HEIGHT (ft)
1 . 55
DIA. = 1 . 96 INCHES
PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE
DESIGN HYD: . 23 . 14 . 14 2 . 00 308
TEST HYD l : . 21 . 12 . 12 1 . 85 260
TEST HYD 2 : . 15 . 07 . 07 1 . 56 180
SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP
SOUTHWEST CHURCH OF CHRIST DETENTION
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4 . 21B
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S . C. S. TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S . C. S . TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ (YEAR) , DURATION (HOUR) , PRECIP (INCHES)
2, 24, 2 . 5
----------------------------------------------------------------------
******************** S.C. S . TYPE-lA DISTRIBUTION ********************
********* 2-YEAR 24-HOUR STORM **** 2 . 50" TOTAL PRECIP. *********
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 1
. 23, 86, 0, 98, 10
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC (MINUTES)
A CN A CN
. 2 . 2 86. 0 . 0 98 . 0 10 . 0
PEAK-Q (CFS) T-PEAK (HRS) VOL (CU-FT)
. 07 7 . 83 1037
ENTER [d: ] [path] filename [ .ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
02EXIST
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4 . 21B
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S.C. S. TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S. C. S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ (YEAR) , DURATION (HOUR) , PRECIP (INCHES)
10, 24, 3 . 45
----------------------------------------------------------------------
******************** S.C. S. TYPE-lA DISTRIBUTION ********************
********* 10-YEAR 24-HOUR STORM **** 3 . 45" TOTAL PRECIP. *********
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 1
. 23, 86, 0, 98, 10
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC (MINUTES)
A CN A CN
. 2 . 2 86. 0 . 0 98 . 0 10. 0
PEAK-Q (CFS) T-PEAK (HRS) VOL (CU-FT)
. 12 7 . 83 1713
ENTER [d: ] [path] filename [ . ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
lOEXIST
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4 . 21B
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S . C. S . TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S. C. S. TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ (YEAR) , DURATION (HOUR) , PRECIP (INCHES)
25, 24 , 3. 9
----------------------------------------------------------------------
******************** S .C. S . TYPE-lA DISTRIBUTION ********************
********* 25-YEAR 24-HOUR STORM **** 3 . 90" TOTAL PRECIP. *********
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A ( IMPERV) , CN (IMPERV) , TC FOR BASIN N0. 1
. 23, 86, 0, 98, 10
DATA PRINT-OUT:
AREA(ACRES) PERVIOUS IMPERVIOUS TC (MINUTES)
A CN A CN
. 2 . 2 86. 0 . 0 98 . 0 10 . 0
PEAK-Q (CFS) T-PEAK (HRS) VOL (CU-FT)
. 14 7 . 83 2049
ENTER [d: ] [path] filename [ . ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
25EXIST
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4 . 21B
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS :
1 - S . C. S . TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S .C. S . TYPE-1A RAINFALL DISTRIBUTION
ENTER: FREQ (YEAR) , DURATION (HOUR) , PRECIP (INCHES)
2, 24, 2 . 5
----------------------------------------------------------------------
******************** S .C. S . TYPE-lA DISTRIBUTION ********************
********* 2-YEAR 24-HOUR STORM **** 2 . 50" TOTAL PRECIP. *********
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN NO. 1
0, 86, . 23, 98, 5
bATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC (MINUTES)
A CN A CN
. 2 . 0 86. 0 . 2 98 . 0 5. 0
PEAK-Q (CFS) T-PEAK (HRS) VOL (CU-FT)
. 15 7 . 67 1895
ENTER [d: ] [path] filename [ . ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
02NEW
KING CDUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4 . 21B
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S .C. S . TYPE-1A
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S . C. S . TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ (YEAR) , DURATION (HOUR) , PRECIP (INCHES)
10, 24 , 3 . 45
----------------------------------------------------------------------
******************** S.C. S . TYPE-1A DISTRIBUTION ********************
********* 10-YEAR 24-HOUR STORM **** 3 . 45" TOTAL PRECIP. *********
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN N0. 1
0, 86, . 23, 98, 5
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC (MINUTES)
A CN A CN
. 2 . 0 86. 0 . 2 98 . 0 5 . 0
PEAK-Q (CFS) T-PEAK (HRS) VOL (CU-FT)
. 21 7 . 67 2685
ENTER [d: ] [path] filename [ . ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
lONEW
KING COUNTY DEPARTMENT OF PUBLIC WORKS
Surface Water Management Division
HYDROGRAPH PROGRAMS
Version 4 . 21B
SBUH/SCS METHOD FOR COMPUTING RUNOFF HYDROGRAPH
STORM OPTIONS:
1 - S . C. S . TYPE-lA
2 - 7-DAY DESIGN STORM
3 - STORM DATA FILE
SPECIFY STORM OPTION:
1
S. C. S . TYPE-lA RAINFALL DISTRIBUTION
ENTER: FREQ (YEAR) , DURATION (HOUR) , PRECIP (INCHES)
25, 24, 3 . 9
----------------------------------------------------------------------
******************** S . C. S . TYPE-lA DISTRIBUTION ********************
********* 25-YEAR 24-HOUR STORM **** 3 . 90" TOTAL PRECIP. *********
----------------------------------------------------------------------
ENTER: A (PERV) , CN (PERV) , A (IMPERV) , CN (IMPERV) , TC FOR BASIN N0. 1
0, 86, . 23, 98, 5
DATA PRINT-OUT:
AREA (ACRES) PERVIOUS IMPERVIOUS TC (MINUTES)
A CN A CN
. 2 . 0 86. 0 . 2 98 . 0 5. 0
PEAK-Q (CFS) T-PEAK (HRS) VOL (CU-FT}
. 23 7 . 67 3060
ENTER [d: ] [path] filename [ . ext] FOR STORAGE OF COMPUTED HYDROGRAPH:
25NEW
APPENDIX B
Existing Pond Calculations
. , • ,
�XTEIVDL�) DRY U�TENTIQN P01VUS
i��
DESIC;N C:RITERIA,
Phosphorous RemovaI Ffficicncy.
'1'he inforrnation on page 3.11 and F;gure 3.6 on page 3.12 in (MCG) above provlde
evidence that "extended dry detentlon pondy designed Eo the criteria here{n lIsted will
have a pt�flephorous removal efficiency of 50%. (Flgure 3.6 dr page 3.11 attacl�ed)
Oesign S�nrrn.
The design starm for sutfare water c�ualtty fadllHes to meet the phosphoro�is removai
standard i� the me�n sumtnertime storm event totating �.35 �nchcs of precipltatfon
faIlin�qn Q �oura with an avQrage return p�rlod of 961�ours. (U5A,SecHon 7.08)
Pand Volume (PV},
DeEermine the reqi��ed pond volume (PV) by compiittng the runoff volume from ]0(7�'0
of the proposed new impervtous area during the o.36 inch, 4 hour storm event.
PV = (0.36 in.) (1 ft./12 in.) �� p2`� �sq. ft.) � ��� ,�cu. ft,
impervious area pond volume
Outlet Release Rat� (Qout).
- CaInilate th�outlet release r�te need�d to reIease the pond volume qvQr a 48 hotir
period.
Qout � �__ � 9d�cu. Ef.) /'(48 hrs. X 60 m�n.X 60 sec.) � - Uv5
pond volume
�c.f.s.
/ �U _ / i_ /-il
Outltt Oriflce Uiameter, h � cv
C�57 _ / Yj '' #
� Uetermine the oriflce dl�tneter needed for the outlet release rate. � �
: /. �
,� y , Oriflc2 EquaHo • Q � C•A,�(�gh)SQRT
C = o:6z, g S 32.20
� � -�0-�-� fL'2f
� � . O d�� � � - oU�a cf.s. � _ �. r_Z..
� � _ �
��� a��a: A � aicwczgh�sQ�.� r�
�
Radlus: R 4 +. C�1(���.'"fq. ft. �A � pi(1�5Q
Diameter: SQRT(A/pi)
� � .�33 F� ft.
D ° .`�U�� inches
- l�vs� je' � ,yoLL�
(-� -�Page 6
---�
. i ,
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PR OJE C'�
PREPARED BY DATE JOB N0.
oerr ��n nc
,�
FROM : LANE BROWN ARCHITECT FAX N0. : 503-248-1088 Sep. 03 2003 12:49PM P5
D4 : U 0 . 018 REAUY
A e C D E � � U H
l
2 F'ioe Uiameter - 6 in
3 RouQhness Coefticient - 0 . 01
4 Slos�e = 0 . 018 (percent divided bv 100 )
5
6 C�lculates maximum capac-Itv
7 of pipe besed nn size, rou4hness ,
8 and slooe_
9
10 A = Q_ 196 sq . ft .
� � R = 0 . 725 (hvdraulic radius )
12
� 3 4 = 0 . 979 cfs
14
15
16
17 '
18
'I 9
20
25-Oct-95 10 : 32 AM NUM
� �
FRO� :. LANE BROWN ARCHITECT FAX N0. : 503-248-1088 Sep. 03 20e3 12:49PM P6
D4 : U • 0 . 0 � 125 READY
A B C 0 E F G H
1
2 Pine Diameter - 10 in
3 Rouahness Coefficient = 0 . 01 '
4 ��p►�e = 0 . 01125 Cpercent divided bv 100)
5
� Calcul�tes maximum capacitv
7 qf p9qe besed on size, rouqhness ,
8 and sloqe.
9
1Q A = 0 . 545 sq . FC _
> > R - 0 . 208 (hvdraulic radius)
12
13 0 = 3 _ 021 cfs
1d
15
16
17
18
19
20
25-Ocr-95 t1 : 25 AM NUM
� �
PRE-APPLICATION
�`�� CONFERENCE REQUEST
CITY OF 71GARD 13125 SW Hal!B/vd., Tigard, OR 97223(503) 639-4171 FAX: (503) 684-7297
GENERAL INFORMATION
FOR STAFF USE ONLY
Applicant: v�t. L.4►�E C'J�.e��u'►J i4'n-G�-1�t"�"'cGT
Address: �''L�n �� Z-� �* �4V. Phone:�3•248- lo8a Case No.: fi�� �a03rao0"7a
City: �ot�..-r�.RN� . p R Zip: q-tZo2 Receipt No.: o� ob3 - 3 3(05
Appiication Accepted By: � • C�-yc.ca>
Contact Person: LA�� �cw►.� Phone: �3-24$-l�j Date: `7- �� �v 3
Property Owner/Deed Holder(s):
DATE OF PRE-APP.: 8 ' /�I �O -3
So�-t-k-{�v�s-i- G�-{��t�C,�-t, oFa' G4-tR�ST TIME OF PRE-APP.: /D: DO
Address: 9"l2S ��/ b�21-+��'"'�one: `3o3-<s2v-022 l PRE-APP. HELD WITH:
City: T�c�s�R� � �2 ZIp: g�7 22.4� Rev.11/8/2002 i:lcurpinlmastersUevised�Pre-AppRequest.doc
Property Address/Location(s):
912,5 �w bc�Rt�.+4vv� t(��p . REQUIRED SUBMITTAL ELEMENTS
(Note: applications will not be accepted
T�c��'r1f�-�D ofZ without the required submittal elements)
Tax Map &Tax Lot#(s): v�1 cTM 2� 1 , 1 G C� . ��Tooqce
Zoning: R�1 [� Pre-Application Conf. Request Form
Site Size: �3�J g-Gb � �r 2 COPIES EACH OF THE FOLLOWING:
[�' Brief Description of the Proposal and
any site-specific questions/issues that
PRE-APPLICATION CONFERENCE INFORMATION you would like to have staff research
prior to the meeting.
All of the information identified on this form are required to be
submitted by the appticant and received by the Planning Division a � Site Plan. The site plan must show the
minimum of one (1) week prior to officially schedulinq a proposed lots and/or building layouts
pre-application conference date/time to allow staff ample time to drawn to scale. Also, show the location
prepare for the meeting. of the subject property in relation to the
nearest streets; and the locations of
A pre-application conference can usually be scheduled within 1-2 driveways on the subject property and
weeks of the Planning Division's receipt of the request for either across the street.
Tuesday or Thursday morninQS. Pre-application conferences are [� The Proposed Uses.
one (� hour lonq and are typically held between the hours of � Topographic Information. Include
9:00-11:00 AM. Contour Lines if Possible.
PRE-APPLICATION CONFERENCES MUST BE SCHEDULED IN If the Pre-Application Conference is for a
PERSON AT THE COMMUNITY DEVELOPMENT COUNTER FROM NOPOLE project, the applicant must
8:00-4:OOlMONDAY-FRIDAY. attac opy of the letter and proof in
the form of avit of mailing, that
IF MORE THAN 4 PEOPLE ARE EXPECTED TO ATTEND THE the collocation protoc as completed
PRE-APPLICATION CONFERENCE IN YOUR GROUP, PLEASE (see Section 18.798.080 o e Tigard
INFORM THE CITY IN ADVANCE SO THAT ALTERNATE ROOM Community Development Code).
ARRANGEMENTS CAN BE MADE TO ACCOMMODATE THE �✓' Filing Fee$205.00
GROIiP.
Pre-Apps (CD Meetings) AuguSt 2003
S M T W T F S
1 2
3 4 5 6 7 8 9
'I ' 10 11 12 13 14 15 16
' I17 18 19 20 21 22 23
24 25 26 27 28 29 30 �'
Tuesday, August 19, 2003 31 '
s:oo
8:30
9:00 Pre-app IPre-app
9:30
10:00 Pre-app appt Lane Brown 503-248-1088 Addition SW Church of
Christ 9725 SW Durham '
10:30
11:00
11:30
12:00
12:30
� 1:00
1:30
2:00
2:30
3:00
3:30
4:00
4:30
5:00
5:30
6:00
10:20AM Thursday,July 31,2003
. architect • lanner
8026 SE 21 st Avenue Portland, Oregon 97202 Phone (503) 248-1088
Southwest Church of Christ Auditorium Addition
Pre-Application Conference Request
July 28, 2003
Brief Pro3ect Description
The proposed project is an addition of approxiraately 10,0�0
square feet to the existing church facility at 9725 S.W. Durham
Road.
The addition is to include a new auditorium with baptistry and
changing rooms , to replace their current auditoriura and
baptistry, and a new entry lobby, adjacent to their existing
lobby.
Also included will be remodels of restroom areas and the kitchen
at their existing facility and installation of a fire sprinkler
system.
The pro�ect addition is to be constructed on the landscape area,
ad�acent to the west side of the existing church.
It is anticipated that the existing parking will be adequate to
serve the proposed addition. No parking revisions are anticipated
as part of this project.
Questions
What are tree removal and mitigation standards?
What are current parking requirements?
What system development fees can we anticipate?
W. Lane Brown A. I .A.
Architect/Planner
Architecture • Zoning & Land Use • Facilities Planning
. rr,
PRE-APPLICATION CONFERENCE NOTES
➢ ENGINEERIHG SECTION Q �omty°nty�°�'°°nt
ShapingA BetterCommunity
PUBLIC FACILITIES Tex Mep[Sl: 2s�t�co
Tax Loasl: 00400
Ose�Ipe: CUP
The extent of necessary public improvements and dedications which shall be required of the applicant
will be recommended by City staff and subject to approval by the appropriate authority. There will be
no final recommendation to the decision making authority on behalf of the City staff until all concerned
commenting agencies, City staff and the public have had an opportunity to review and comment on
the application. The following comments are a projection of public improvement related requirements
that may be required as a condition of development approval for your proposed project.
Right-of-way dedication:
The City of Tigard requires that land area be dedicated to the public:
(1.) To increase abutting public rights-of-way to the ultimate functional street classification
right-of-way width as specified by the Community Development Code; or
(2.) For the creation of new streets.
Approval of a development application for this site will require right-of-way dedication for:
� SW Durham to 52 feet from centerline (the additional ROW is to be preserved for future 5 lane
improvements. Dedication of the additional ROW is not required at this time, but applicant
cannot build in the area of future ROW. Applicant should check with Planning regarding the
impact to setbacks from the future ROW.)
❑ SW to feet
❑ SW to feet
❑ SW to feet
Street improvements:
� Half street improvements will be necessary along SW 98th, to include:
� 18 feet of pavement from centerline.
� concrete curb
� storm sewers and other underground utilities
� 5-foot concrete sidewalk and planter strip.
CITY OF T16ARO Pr�-Applicatlon Comer�nce Notes Page 1 of 6
�llasarl�����arto��t S�etln
� ' � street trees
� street signs, traffic control devices, streetlights and a two-year streetlight fee.
� Other: Address access management concerns with southerly driveway. Section
18.705.030.H.2. states that driveways shall not be permitted to be placed in the influence area
of collector or arterial street intersections. The minimum driveway setback from a collector or
arterial street intersection shall be 150 feet, measured from the right-of-way line of the
intersecting street to the throat of the proposed drivewaLr.
❑ street improvements will be necessary along SW , to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
❑ street trees
❑ street signs, traffic control devices, streetlights and a finro-year streetlight fee.
❑ Other:
❑ street improvements will be necessary along SW , to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
❑ street trees
❑ street signs, traffic control devices, streetlights and a two-year streetlight fee.
❑ Other:
❑ street improvements will be necessary along SW , to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
❑ street trees
❑ street signs, traffic control devices, streetlights and a two-year streetlight fee.
❑ Other:
CITY OF TIGARD Pre-Applicatlen Cemeronce Notes Page 2 of 6
Fi�luerl�f��a�rt�at S�etln
❑ street improvF nts will be necessary along SW_ , to include:
❑ feet of pavement
❑ concrete curb
❑ storm sewers and other underground utilities
❑ -foot concrete sidewalk
❑ street trees
❑ street signs, traffic control devices, streetlights and a two-year streetlight fee.
❑ Other:
Agreement for Future Street Improvements:
In some cases, where street improvements or other necessary public improvements are not currently
practical, the improvements may be deferred. In such cases, a condition of development approval
may be specified which requires the property owner(s) to provide a future improvement guarantee.
The City Engineer will determine the form of this guarantee. The following street improvements may
be eligible for such a future improvement guarantee:
(1.)
�2•)
Overhead Utility Lines:
� Section 18.810.120 of the Tigard Municipal Code (TMC) requires all overhead utility lines
adjacent to a development to be placed underground or, at the election of the developer, a
fee in-lieu of undergrounding can be paid. This requirement is valid even if the utility lines
are on the opposite side of the street from the site. If the fee in-lieu is proposed, it is equal to
$ 27.50 per lineal foot of street frontage that contains the overhead lines.
There are existing overhead utility lines which run adjacent to this site along SW 98th. Prior
to final inspection (unless the property receives service from Durham Road), the applicant
shall either place these utilities underground, or pay the fee in-lieu described above.
Sanitary Sewers:
The nearest sanitary sewer line to this property is a(n) 8 inch line which is located 98th. The proposed
development must be connected to a public sanitary sewer. It is the developer's responsibility to
provide a connection to the public sewer.
Water Supply:
The City of Tigard (Phone:(503) 639-4171) provides public water service in the area of this site. This
service provider should be contacted for information regarding water supply for your proposed
development.
CITY OF TIGARD Pre-Applicatlon Conferonce Notes Page 3 ef 6
Ee�lnerleg Gewar[���t S�eUoe
Fire Protection:
Tualatin Valley Fire and Rescue District (South Division) [Contact: Eric McMullen, (503) 612-7010]
provides fire protection services within the City of Tigard. The District should be contacted for
information regarding the adequacy of circulation systems, the need for fire hydrants, or other
questions related to fire protection.
Storm Sewer Improvements:
All proposed development within the City shall be designed such that storm water runoff is conveyed
to an approved public drainage system. The applicant will be required to submit a proposed storm
drainage plan for the site, and may be required to prepare a sub-basin drainage analysis to ensure
that the proposed system will accommodate runoff from upstream properties when fully developed.
Detention is required.
Storm Water Qualitv:
The City has agreed to enforce Surface Water Management (SWM) regulations established by the
Unified Sewerage Agency (USA) (Resolution and Order No. 00-7) which requires the construction of
on-site water quality facilities. The facilities shall be designed to remove 65 percent of the phosphorus
contained in 100 percent of the storm water runoff generated from newly created impervious surfaces.
The resolution contains a provision that would allow an applicant to pay a fee in-lieu of constructing
an on-site facility provided specific criteria are met. The City will use discretion in determining whether
or not the fee in-lieu will be offered. If the fee is allowed, it will be based upon the amount of new
impervious surtaces created; for every 2,640 square feet, or portion thereof, the fee shall be $210.
Preliminary sizing calculations for any proposed water quality facility shall be submitted with the
development application. It is anticipated that this project will require:
� Construction of an on-site water quality facility.
❑ Payment of the fee in-lieu.
Other Comments:
All proposed sanitary sewer and storm drainage systems shall be designed such that City
maintenance vehicles will have unobstructed access to critical manholes in the systems. Maintenance
access roadways may be required if existing or proposed facilities are not otherwise readily
accessible.
TRAFFIC IMPACT FEES
CITY OF TI6ARD Pre-Applicatl�n Cemeronce Notes Page 4 ef 6
Eallu�rl���s��rt�at Seetl��
� �In 1990, Washington Coun' �opted a county-wide Traffic Imp� -ee (TIF) ordinance. The Traffic
Impact Fee program collec,.., fees from new development baso.. on the development's projected
impact upon the City's transportation system. The applicant shall be required to pay a fee based upon
the number of trips which are projected to result from the proposed development. The calculation of
the TIF is based on the proposed use of the land, the size of the project, and a general use based fee
category. The TIF shall be calculated at the time of buildinq permit issuance. In limited
circumstances, payment of the TIF inay be allowed to be deferred until the issuance of an occupancy
permit. Deferral of the payment until occupancy is permissible o� when the TIF is greater than
$5,000.00.
Pay the fee.
PERMITS
Public Facility Improvement (PFI) Permit:
Any work within a public right-of-way in the City of Tigard requires a PFI permit from the Engineering
Department. A PFI permit application is available at the Planning/Engineering counter in City Hall.
For more extensive work such as street widening improvements, main utility line extensions or
subdivision infrastructure, plans prepared by a registered professional engineer must be submitted for
review and approval.
The Engineering Department fee structure for this permit is considered a cost recovery system. A
deposit is collected with the application, and the City will track its costs throughout the life of the
permit, and will either refund any remaining portion of the deposit, or invoice the Permittee in cases
where City costs exceeds the deposit amount. The Permittee will also be required to post a
performance bond, or other such suitable security. Where professional engineered plans are
required, the Permittee must execute a Developer/Engineer Agreement, which will obligate the design
engineer to perform the primary inspection of the public improvement construction work. The PFI
permit fee structure is as follows:
NOTE: If an PFI Permit is required,the applicani must obtain that
permit prior to release of any permits from the Building Diuision.
Building Division Permits:
The following is a brief overview of the type of permits issued by the Building Division. For a more
detailed explanation of these permits, please contact the Development Services Counter at
503-639-4171, ext. 304.
Site Improvement Permit (SIT). This permit is generally issued for all new commercial,
industrial and multi-family projects. This permit will also be required for land partitions where lot
grading and private utility work is required. This permit covers all on-site preparation, grading
and utility work. Home builders will also be required to obtain a SIT permit for grading work in
cases where the lot they are working on has slopes in excess of 20% and foundation
excavation material is not to be hauled from the site.
CITY Of T16ARO Pre-Applicatl�n C�Merence N�tes �age 5 ef 6
Eull���rlq���uts�ot S�etln
• � Building Permit (BU� This permit covers only the cons� ion of the building and is issued
after, or concurrently ti.,�n, the SIT permit.
Master Permit (MST). This permit is issued for all single and multi-family buildings. It covers all
work necessary for building construction, including sub-trades (excludes grading, etc.). This
permit can not be issued in a subdivision until the public improvements are substantially
complete and a mylar copy of the recorded plat has been returned by the applicant to the City.
For a land partition, the applicant must obtain an Engineering Permit, if required, and return a
mylar copy of the recorded plat to the City prior to issuance of this permit.
Other Permits. There are other special permits, such as mechanical, electrical and plumbing
that may also be required. Contact the Development Services Counter for more information.
GRADING PLAN REQUIREMENTS FOR SUBDIVISIONS
All subdivision projects shall require a proposed grading plan prepared by the design engineer. The
engineer will also be required to indicate which lots have natural slopes between 10% and 20%, as
well as lots that have natural slopes in excess of 20%. This information will be necessary in
determining if special grading inspections will be required when the lots develop. The design engineer
will also be required to shade all structural fill areas on the construction plans. In addition, each
homebuilder will be required to submit a specific site and floor plan for each lot. The site plan shall
include topographical contours and indicate the elevations of the corners of the lot. The builder shall
also indicate the proposed elevations at the four corners of the building.
PREPARED BY: �' I • c7 3
ENGIN RING DEPARTMENT STAfF DATE
Phone: [5031639-41T1
Fax: [5031624-0752
iieng\brianr\templates\preap no�es-eng dot
Revised: March 21,2002
CIT11 YF TI6ARU Pre-Applicatlen C�meronce Netes Page 6 ef 6
Eplu�rlp!�ee�rtw�st S�ctln
� ` �� �� CITY �F TIGARD
. �
°-
M -;= PRE-APPLICaTION C4NFERENCE NUTES ���;��n���nt rv
� � S�u7jnr�?1 Bttur�'nmmunity
�: ��x ; (Pre-Applicatian Meeting Notes are Valid far Six (6� Months)
NON-RESIDENTIAL
� _.:-:.. _._:..--. ....._. -.:_.. .........._.... . . ._L
F�FF�MG O�VE D`� / O�
�EF/�FF�lW:
APPLICANT: �-�_ ,� AGENT:
Phone: � ) Phone: ( )
PROPERTY LOCATION: / ��
ADDRESS/GENERAI LOCATION: �'7�.,� S '� J�u�,�a-rir,�
TAJ( MAP(S)/LOT #(S): / , _ _
NECESSARY APPLICATIONS: ��,� � (`�-�C��� ,/� �r�
PROPOSAL DESCRIPTION: - s
- �
COMPREHENSIVE PLAN . �
MAP DESIGNATION: �.�,�L, ����� �?.�,�.�,���-� . �
ZONING MAP DESIGNATION: _ �—�
CITIZEN INVOLVEMENT TEAM(C.I.T.)AREA: �—`��_h
ZONING DISTRICT OIMENSIONAL REQUIREMENTS [Refer to C�de Section 18. ;/ O 1
MINIMUM LOT SIZE:�� sq. ft. Average Min. lot width: s'd ft. Max. building height: 3.�" ft.
Setltacks: Front��ft. Side ,S ft. Rear�ft. Corne��ft. f�om street.
MAXIMUM SITE COVERAGE: _��j °/a Minimum landscaped or natural vegetation area: �U °/a.
(�IEIGNBORHOOD MEE11N6 [Refer to the Neighborhood Meeting Handoutl
THE APPLICANT SHALL NOTIFY ALL PROPERTY OWNERS WITHIN 500 FEET, THE MEMBERS
OF ANY LAND USE SUBCOMMITTEE{S), AND THE CITY OF TIGARD PLANNING DIVISION of
their proposal. A minimum of two (2) weeks between the mailing date and the meeting date is
required. Please review the Land Use Notification handout concerning site posting and the meeting
notice. Meetinq is to be held prior to submittinq vour application or the application will not be
accepted_
* NOTE: In order to also preliminarily address building code standards, a meeting with a Plans
Examiner is encouraged prior to submittal of a land use application.
C1TY OF TIGARD Pre-Application Conference Notes Page 1 of 8
NON-Residential AppfcalionlPlannirg�ivision Section
"� NARRAiIYE [Refer ta Code Chapter 18.3901
The APPLICANT SHALL SUBMIT A NARRATIVE which provides findings based on the applicable
approval standards. Failure to provide a narrative or adequately address criteria would be reason to
consider an application incomplete and delay review of the proposal. The applicant should review
the code for applicable critena.
!�IMPACT STUDY [Refer te Code Sections 18.390.040 and 18.390.0501
As a part of the APPLICATION SUBMITTAL REQUIREMENTS, applicants are required to INCLUDE
IMPACT STUDY with their submittal package. The impact study shall quantify the effect of the
development on public facilities and services. The study shall address, at a minimum, the
transportation system, including bikeways, the drainage system, the parks s stem, the water s stem
the sewer�� svstem� and the noise impacts of the development. For eac pu ic acility system an ype
o i�mp—act, th�udy shall improvements necessary to meet City standards, and to minimize
the impact of the development on the public at large, public facilities systems, and affected private
property users. In situations where the Community Development Code requires the dedication of real
property interests, the applicant shall either specifically concur with the dedication requirement, or
provide evidence which supports the conclusion that the real property dedication requirement is not
roughly proportional to the projected impacts of the development.
� AC6ESS [Refer te Chaptera 18.705 and 18.7651
Minimum number of accesses: Minimum access width:
Minimum pavement width:
All driveways and parking areas, except for some fleet storage parking areas, must be paved.
Drive-in use queuing areas:
� WALKWAY REQUIREMENTS [Refer to Code Section 18.705.0301
WALKWAYS SHALL EXTEND FROM THE GROUND FLOOR ENTRANCES OR FROM THE
GROUND FLOOR LANDING OF STAIRS, ramps, or elevators of all commercial, institutional, and
industrial uses, to the streets which provide the required access and egress. Walkways shall provide
convenient connections between buildings in multi-building commercial, institutional, and industrial
complexes. Unless impractical, walkways should be constructed between a new development and
neighboring developments.
❑ SPECIAL SETBACKS [Refer to Code Chapter 18.7301
➢ STREETS: feet from the centerline of
➢ LOWER 1NTENSITY ZONES: feet, along the site's boundary.
➢ FLAG LOT: 10-FOOT SIDE YARD SETBACK.
� SPECIAL BUILDIN6 NE16HT PROYISIONS [Refer to Code Section 18.730.010.BJ
BUILDING HEIGHT EXCEPTIONS - Buildings located in a non-residential zone may be built to a
height of 75 feet provided that:
➢ A maximum building floor area to site area ratio (FAR) of 1.5 to 1 will exist;
➢ All actual building setbacks will be at least half('/z)of the building's height; and
➢ The structure will not abut a residential zoned district.
�BUfffRING AND SCREENING [Refer to Code Chapier 18.7451
In order TO INCREASE PRIVACY AND TO EITHER REDUCE OR ELIMINATE ADVERSE NOISE
OR VISUAL IMPACTS between adjacent developments, especially between diffe�ent land uses, the
City requires landscaped buffer areas along ce�tain site pe�imeters. Required buffer areas are
described by the Code in terms of width. Buffer areas must be occupied by a mixture of deciduous
and evergreen trees and shrubs and must also achieve a balance between vertical and horizontal
plantings. Site obscuring screens or fences may also be required; these are often advisable even if
not required by the Code. The required buffer areas may only be occupied by vegetation, fences,
utilities, and walkways. Additional information on required buffe� area materials and sizes may be
found in the Development Code.
CITY OF TIGARD Pre-Application Conference Notes Page 2 of 8
NON-R,esidential AppFca6orvPlanning Di+rision Section
The ESTIMATED REQUIRED BUFFER WIDTHS applicabie to vour proposal area are:
feet along north boundary. feet along east boundary.
feet along south boundary. feet along west boundary.
IN ADDITION, SIGHT OBSCURING SCREENING IS REQUIRED ALONG:
� IANDSCAPIN6 [Ref�r to Code Chapters 18.145,1�.765 and 18.7051
STREET TREES ARE REQUIRED F�R ALL DEVELOPMENTS FRONTING ON A PUBLIC OR
PRIVATE STREET as well as driveways which are more than 100 feet in length. Street trees must
be placed either within the public right-of-way or on private property within six (6) feet of the right-of-
way boundary. Street trees must have a minimum caliper of at least two (2) inches when measured
four (4) feet above grade. Street trees should be spaced 20 to 40 feet apa�t depending on the
branching width of the proposed tree species at maturity. Further information on regulations
affecting street trees may be obtained from the Planning Division.
A MINIMUM OF ONE (1) TREE FOR EVERY SEVEN (7) PARKING SPACES MUST BE PLANTED
in and around all parking areas in order to p�ovide a vegetative canopy effect. Landsca�ed parking
areas shall include special design features which effectively screen the parking lot areas from view.
These design features may include the use of landscaped berms, decorative walls, and raised
planters.
❑ RECYCLIN6 [Refer to Cade Cha�tcr 18.7551
Applicant should CONTACT FRANCHISE HAULER FOR REVIEW AND APPROVAL OF SITE
SERVICING COMPATIBILITY. Locating a trash/recycling enclosure within a clear vision area such
as at the intersection of two (2) driveways within a parking lot is prohibited. Much of Tigard is within
Pride Disposal's Service area. Lenny Hing is the contact pe�son and can be reached at (503)
625-6177.
�PARKING [Refer to Code Sectian 18.765.0401 ,
REQUIRED parking for this type of use: '..� �
Parking SHOWN on preliminary plan(s):
SECONDARY USE REQUIRED parking:
Parking SHOWN on preliminary plan(s):
NO MORE THAN 50% OF REQUIRED SPACES MAY BE DESIGNATED AND/OR DIMENSIONED
AS COMPACT SPACES.
PARKING STALLS shall be dimensioned as follows:
➢ Standard parfcing space dimensions: 8 feet, 6 inches x 18 feet, 6 inches.
➢ Compact parking space dimensions: 7 feet, 6 inches x 16 feet, 6 inches.
Note: Parking space width includes the width of a stripe that
separates the parking space from an adjoining space.
Note: A maximum of three(3)feet of the vehicle ovefia�g area in front of a wheel stop or cunc �an
be included as part of �equired parking space depth. This area cannot be included as
landscaping for meeti�g the minimum percentage requirements.
HANDICAPPED PARKING:
➢ All parking areas shall PROVIDE APPROPRIATELY LOCATED AND DIMENSIONED
DISABLED PERSON PARKING spaces. The minimum number of disabled person parking
spaces to be provided, as well as the parking stall dimensions, are mandated by the Americans
with Disabilities Act (ADA). A handout is available upon request. A handicapped parking space
symbol shall be painted on the parking space surface and an appropriate sign shall be posted.
➢ BICYCLE RACKS ARE REQUIRED FOR MULTI-FAMILY, COMMERCIAL AND INDUSTRIAL
DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and
in convenient locations.
OAUIN6 AREA REQUIREMEMTS [Refer to Code Section 18.765.0801
Every COMMERCIAL OR INDUSTRIAL BUILDING IN EXCESS OF 10,000 SQUARE FEET shall be
provided with a loading space. The space size and location shall be as approved by the City
Engineer.
CITY OF TIGARO Pre-Applicabon Conference Notes Page 3 of 8
NON-ResidenUal App6ratioNPtanning pivision Section
�BICyCIE RACKS [Refer to COde S�ctiaa 18.7651 ( �'��s
BfCYCLE RACKS are required FOR MULTI- AMILY, COMMERCIAL AND INDUSTRIAL
DEVELOPMENTS. Bicycle racks shall be located in areas protected from automobile traffic and in
convenient locations.
❑ SENSITIVE LAMDS [Refer to Code Chapier 18.715)
The Code provides REGULATIONS FOR LANDS WHICH ARE POTENTIALLY UNSUITABLE FOR
DEVELOPMENT DUE TO AREAS WITHIN THE 100-YEAR FLOODPLAIN, NATURAL
DRAINAGEWAYS, WETLAND AREAS, ON SLOPES IN EXCESS OF 25 PERCENT, OR ON
UNSTABLE GROUND. Staff will attempt to preliminary identify sensitive lands areas at the pre-
application conference based on available information. HOWEVER, the responsibility to precisely
identify sensitive land areas, and their boundaries, is the responsibility of the applicant. Areas
meetinq the definitions of sensitive lands must be clearly indicated o� plans submitted with the
development application.
Chapter 18.775 also provides regulations for the use, p�otection, or modification of sensitive lands
areas. RESIDENTIAL DEVELOPMENT IS PROHIBITED WITHIN FLOODPLAINS.
❑ STEEP SLOPES [Ref�r to Code Secbon 18.715.OSO.CI
When STEEP SLOPES exist, prior to issuance of a final order, a geotechnical repo�t must be
submitted which addresses the approval standards of the Tigard Community Development Code
Section 18.775.080.C. The report shall be based upon field explo�ation and investigation and shall
include specific recommendations for achieving the requirements of Section 18.775.080.C.
Q CLEAIlWATER SERVICES[CWSI BUFFER STANDARDS [Refer to R a O 96-44/USA Regulations-Chapter 31
LAND DEVELOPMENT ADJACENT TO SENSITIVE AREAS shall preserve and maintain or create a
vegetated corridor for a buffer wide enough to protect the water quality functioning of the sensitive
area.
Desi n Criteria:
The EGETATED CORRIDOR WIDTH is dependent on the sensitive area. The following table
identifies the required widths:
TABLE 3.1 VEGETATED CORRIDOR WIDTHS
SOURCE: CWS DESIGN AND CONSTRUCTION STANDARDS MANUALIRESOLUTION & OROER 96-44
� 'SLOPE ADJACENT WIQTH OF VEGETATED �'"
°�=SENSITNE AREA DEFINITION -�� � a � � � � � �� s
�� � � �.� �,TO SENS�fT1VE�AREA , �� � �CORRIDOR PER SIDE� �� � ��'�`
♦ Streams with inte�mittent flow draining: �25�
� 10 to <50 acres 15 feet
1 >50 to <100 ac�es 25 feet
• Existing or created wetlands <0.5 acre 25 feet
♦ Existing or created wetlands >0.5 acre <25% 50 feet
• Rivers, streams, and springs with year-round flow
• Streams with intermittent flow draining >100 acres
• Natural lakes and onds
♦ Streams with intermittent flow draining: >25%
► 10 to <50 acres 30 feet
► >50 to <100 acres 50 feet
• Existing or created wetlands >25% Variable f�om 50-200 feet. Measure
• Rivers, streams, and sp�ings with year-round flow in 25-foot increments from the starting
• Streams with intermittent flow draining >100 acres point to the top of ravine(break in
• Natural lakes and ponds <25%slope), add 35 feet past the top
of ravine6
Starting point for measurement = edge of the defined channel (bankful flow) for streams/rivers, delineated wetland boundary, delineated spring
boundary,and/or average high water for lakes or ponds,whichever offers greatest resource protection. Intermittent springs, located a minimum of 15
feet within the river/stream or wetland vegetated corridor,shatl not serve as a starti�g point for measurement
SVegetated comdor averaging or reduction is allowed only when the vegetated corridor is certified to be in a marginai or degraded condition.
6The vegetated cofridor extends 35 feet irom the top of the ravine and sets the outer boundary of the vegetated corridor. The 35 feet may be�educed to
15 feet,if a stamped geotechnieal repo�t confiRns slope stabiiity shall be maintained with the reduced setbadc f�om the top of ravine.
CITY OF TIGARD Pre-Application Conference Notes Page 4 of 8
NoN-aes���n�vPta�o��oN�s�ea� '
Restrictions in the Ve etate CoRidor:
NO structures, deve opment, construction activities, gardens, lawns, application of chemicals,
dumping of any materials of any kind, or other activities shall be permitted which otherwise detract
from the water quality protection provided by the vegetated corridor, except as provided for in fhe
CWS Oesign and Construcfion Standards.
Location of Ve etated Corridor:
I ANY RESI ENTIAL DEVELOPMENT WHICH CREATES MULTIPLE PARCELS or lots intended
for separate ownership, such as a subdivision, the vegetated corridor shall be contained in a
separate tract, and shall not be a part of any parcel to be used for the construction of a dwelling unit.
CV11S Service Provider Lette�:
PRIOR TO SUBMITTAL of any land use applications, the applicant must obtain a CWS Seniice
Provider Letter which will outline the conditions necessary to comply with the R8�0 96-44 sensitive
area req uirements. If there are no sensitive areas, CWS must still issue a letter stating a CWS
Service Provider Letter is not required_
�SIGNS [Refer to Code Chapter 18.780)
SIGN PERMITS MUST BE OBTAINED PRIOR TO INSTALLATION OF ANY SIGN in the City of
Tigard. A "Guidelines for Sign Permits" handout is available upon request. Additionai sign a�ea or
height beyond Code standards may be permitted if the sign proposal is reviewed as part of a
development review application. Alternatively, a Sign Code Exception application may be filed fo�
Directo�'s review.
� TREE REMOVAL PLAN REQUIREMENTS [Refer to Code Section 18.790.030.CJ
A TREE PLAN FOR THE PLANTING, REMOVAL AND PROTECTION OF TREES prepared by a
certified arborist shall be provided fo� any lot, parcel or combination of lots or parcels for which a
development application for a subdivision, partition, site development review, planned development,
or conditional use is filed. Protection is preferred over removal where possible.
THE TREE PLAN SHALL INCLUDE the following:
➢ Identification of the location, size and species of all existing trees including trees designated
as significant by the City;
➢ Identification of a p�ogram to save existing trees or mitigate tree removal ove� 12 inches in
caliper. Mitigation must follow the replacement guidelines of Section 18.790.060.D according
to the following standards and shall be exclusive of trees required by other development code
provisions for landscaping, streets and parking lots:
� Retainage of less than 25% of existing trees over 12 inches in caliper requi�es a mitigation
program according to Section 18.150.070.D. of no net loss of trees;
� Retainage of from 25 to 50% of existing trees over 12 inches in caliper requires that two-
thirds of the trees to be removed be mitigated according to Section 18.790.060.D.;
� Retainage of from 50 to 75% of existing trees over 12 inches in caliper requires that 50%
of the trees to be removed be mitigated according to Section 18.790.060.D.;
� Retainage of 75°/a or greater of existing trees over 12 inches in caliper requires no
mitigation;
➢ Identification of all trees which are proposed to be removed; and
➢ A protection program defining standards and methods that will be used by the applicant to
protect trees during and after construction.
TREES REMOVED WITHIN THE PERIOD OF ONE (1) YEAR PRIOR TO A DEVELOPMENT
APPLICATION LISTED ABOVE will be inventoried as pa�t of the tree plan above and will be
replaced according to Section 18.790.060.D.
�MI?IGATION t8efer to Code Sectioa 18.790.060.FJ
REPLACEMENT OF A TREE shall take place according to the following guidelines:
➢ A replacement tree shall be a substantially similar species considering site characteristics.
➢ If a replacement tree of the species of the tree removed or damaged is not reasonably
available, the Director may allow replacement with a different species of equivalent natural
resource value.
CITY OF TIGARD Pre-Applica6on Conference Notes Page 5 of 8
NON-Residential ApplicaGoNPlanrirg Oivision Section
➢ If a replacement tree of the size cut is not reasonably available on the local mar{cet or would
not be viable, the Director shall require replacement with more than one t�ee in accordance
with the following foRnula:
� The number of replacement trees required shall be determined by dividing the es6mated
caliper size of the tree removed or damaged, by the calipe� size of the largest reasonably
available replacement trees. If this number of trees cannot be viably located on the
subject property, the Director may require one (1) or more replacement trees to be planted
on other p�operty within the city, either public property or, with the consent of the owner,
private property.
➢ The planting of a �eplacement tree shall take place in a manner reasonably calculated to
allow growth to matunty.
1N LIEU OF TREE REPLACEMENT under Subsection D of this section, a pa�ty may, with the
consent of the Director, elect to compensate the City for its costs in performing such tree
replacement.
�CLEAR VISION ARfA [Refer to Code Chapter 18.7951
The Cit requires that CLEAR VISION AREAS BE MAINTAINED BETWEEN THREE (3) AND
EIGHT �8) FEET IN HEIGHT at road/driveway, road/railroad, and road/road intersections. The size
of the required dear vision area depends upon the abutting streeYs functional dassification and any
existing obstructions within the clear vision area.
❑ ADDITIONAL LOT DIMENSIONAL RFQUIREMENi'S [Refer to Code Secdon 18.810.0601
MINIMUM LOT FRONTAGE: 25 feet unless lot is created through the minor land partition process.
Lots created as part of a partition must have a minimum of 15 feet of frontage or have a minimum
15-foot wide access easement.
The DEPTH OF ALL LOTS SHALL NOT EXCEED 2%z TIMES THE AVERAGE WIDTH, uniess the
pa�cel is less than 1%2 times the minimum lot size of the applicable zoning dist�ict.
CODECHAPTERS
k 18.330(C«�ditiona�use) �E.CZO(Tgard Triargle Design Shandards) �C 18.765(ottstreet Par�ny2oadiny Requirements)
_ 18.340(oeectors Interpretation) 18.630(Washington Square Reganat Center) _ 18.775(Sensi6ve�ands Review)
_ 18.350(�anned oevebpn�ent> � 18.705 tA��y�c�,�no�� � 18.780�s���
_ 18.360(site�evebpment Review) 18.710(Accessory Residentia�units) 18.785(�-emporary use Permits)
_ 18.370 N��Aa��s���� 18.715�o�ay c�P�mn�� � 18.790 R�R�g
_ 18.380(zo�y o,taarext Amendments) 18.720(oesiyn canPat�ty staoda�s) �18.795 tv��i c��A��
_ 18.385�nn��P�� 18.725(En+rironmenta�Pertamanoe standares) _ 18.798(wke�ess�onxnunication faa�iees)
_ 18.390�o��«,r�P�a��n�a sh,dy� 18.730(Exceptions To oe�e�oar�ent standards) ;�. 18.810�sa�c�u�rry i���c s���
_ 18.410��u�,eAe��� 18.740�H��o�y�
- 18.420(�and Partitions) 18.742�Home o�,��Pe��
_ 18.430�s��a�«,s� � 18.745����a s«���y sr���
� 18.510�R��a�,u�i z«,�o�m�> 18.750(►�anutacturedrt�oba►�ome Regu�ati«is)
_ 18.520�c«�z«,�o�t�� �_ 18.755(�ed Soue wast�tecy�ng st«aye)
_ 18.530 p�d�r�z«,����a�� 18.760�N«,����s�r��
CITY OF TIGARD Pre-Applica6on Conference Notes Page 6 oi 8
NoN-R�id�bal apprcatia,rPlanning arision se�tion
. 1 ' .
AUDITIONAL CONCERNS OR COMMElITS.
- � / y�
i�✓l!i✓s� � �. ` t�� c
`� ��° .s,� c�.� �a. �...,�f- �' 't ���.. �-
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� �
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� r^ -e
� i �
i
,ms�/' L �i�- i� �p � ,e��,�,.��� ��i''-��
� �i � �S� C1-�� /S,7� �'
_ ar2_7^ /2• ��,c a_4 u.� _ ���—
a . ��/,�:.:�_�'�
PROCEOURE
Administrative Staff Review.
J� Public hearing before the Land Use Hearings Officer.
Public hearing before the Planning Commission.
Public hearing before the Planning Commission with the Commission making a
recommendation on the proposal to the City Council. An additional public hea�ing shall be
held by the City Council.
APPLICATION SUBMIiTAI PROCESS
All APPLICATIONS MUST BE ACCEPTED BY A PLANNING DIVISION STAFF MEMBER of the
Community Development Department at Tigard City Hall offices. PLEASE NOTE: A lications
submitted b mail or dro ed off at the counter without Plannin Divis�on acce tance ma e
returned. he Planninq counter c oses at 4:00 PM.
Ma s submitted with an a lication shall be folded IN ADVANCE to 8.5 by 11 inches. One (1),
8 �' x ma o�a ro osed ro'ect shou d e su mitted or attachment to the sta re ort or
a ministrative decision. Application with un ol ed maps shall not e accepted.
The Planning Division and Engineering Department will perform a preliminary review of the
application and will determine whether an application is complete within 30 days of the counter
submittal. Staff will notify the applicant if additional information or additional copies of the submitted
materials are required_
CITY OF TIGARD P�e-Application Conference Notes Page 7 of 8
NoM{tesiden6al appica6oiuPlanning oivision section
. � .
The administrative decision or public hearing will typically occur approximately 45 to 60 days after an
application is accepted as being complete by the Planning Division. Applications involving difficult or
protracted issues or requiring review by other jurisdictions may take additional time to review.
Written recommendations from the Planning staff are issued seven (7) days prior to the public
hearing A 10-day public appeal period follows a land use decisions. An appeal on this matter
would be heard by the Tigard � . A basic flow chart
which illustrates the review process is avai ab e from the Planning Division upon request.
Land use applications requiring a public hearing must have notice posted on-site by the
applicant no less than 10 days prior to the public hearing.
This PRE-APPLICATION CONFERENCE AND THE NOTES OF THE CONFERENCE ARE
INTENDED TO INFORM the prospective applicant of the primary Community Development Code
requirements applicable to the potential development of a particular site and to atlow the City staff
and prospective applicant to discuss the opportunities and constraints affecting development of the
site.
BUILDIN6 PERMITS
PLANS FOR BUtLDING AND OTHER RELATED PERMITS WILL NOT BE ACCEPTED FOR
REVIEW UNTIL A LANO USE APPROVAL HAS BEEN ISSUED. Final inspection approvals by
the Building Division will not be granted until there is complia�ce with all conditions of
development approval. These p�e-application notes do not include comments from the
Building Division. For proposed buildings or modifications to existing buildings, it is
recommended to contact a Building Divisio� Plans Examiner to determine if there are
building code issues that would prevent the structure from being constructed, as proposed.
Additionally, with regard to Subdivisions and Minor Land Partitions where any structure to be
demolished has system development charge (SDC) c�edits and the underlying parcel for that
st�ucture will be eliminated when the new plat is recorded, the Cit 's olic is to a I those s stem
develo ment credits to the first buildin ermit issued in the develo ment (UNLE S OTHERWISE
DIRECTED BY T E DEVELOPER AT THE TIME IN WHICH THE DEMOLITION PERMIT IS
OBTAINEDj.
e con erence an no es canno cover a o e requiremen s an aspec s re a e o
site planning that should ap ply to the development of your site plan. Failure of the staff to provide
information required b the Code shall not constitute a waiver of the applicable standards or requirements.
It is recommended tha�a pros�pective applicant either obtain and read tt�e Community Development Cotle or
ask any questions of City staff�relative to Code requirements prior to submitting an application.
AN ADDITIONAL PRE-APPLICATION FEE AND CONFERENCE WILL BE REQUIRED IF AN
APPLICATION PERTAINING TO THIS PRE-APPLICATION CONFERENCE IS SUBMITTED AFTER A
PERIOD OF MORE THAN SIX (6) MONTHS FOLLOWING THIS CONFERENCE (unless deemed as
unnecessary by the Planning Division).
PREPARED BY:
CITY OF IG P VISION - ST PERSON NOLDING PRE-APP. MEETING
PHONE: (503) 639-0I71 FAX: (503) 684-1297
E-MAIL- (sta(fs first name)a�d.tigard.o�.us
TITLE 18(CITY OF TIGARD'S COMMUNITY DEYELOPMENT CODE)INTERNET ADORESS: www.ci�igard.or.us
H:lpattylmasterslPre-App Notes Commercial.doc Updated: 3-Oct-02
(Engineering section:preapp.eng)
CITY OF TIGARD Pre-Application Conference Notes Page 8 of 8
tJar-aesiden6al nppGcatiaURanniny Divisan secfon
i
�
�
W lton County,Oregon 2005-036855
0. 005 03:51:d3 PM
RE'i'LTRN RECORDED DOCLTMENT TO: �•iRU� C�t■1 8tn■8 RCCORD61
513.00 56.00 511.00•Total=532.00
CITY HALL RECORDS DEPART'MENT,
CITY OF TIGARD
13125 SW Hall Blvd.
Tigard,OR 97223 00750947200500368550030030
I,J�rry N�n�on,Dlnctor oT Att�ummt ind Taxatlon ��9
md Ex•ORiclo County Cl�rk for Wnhlnpton Counry, �,
Or�pon,do h�nby c�rtly that th�wlthln In�trummt of'r��� ^�',-_
wrldap wu ncNwd and r�cord�d In th�book of � . . , ,
noord�of sald county. ����'
��.ar,Wti. ?f�;. ' ,,,�:
J�rry R.Han�on,Dlnetor tu�tmmt�nd Tazatlon,��,�°
Y�'', � ��
Er-0fflelo County Cl�r1i
RESTRICTIVE COVENANT
FOR A RESERVE RIGHT-OF-WAY STRIP
Space above reserved for Washington County Recording information
KNOW ALL PERSONS BY THESE PRESENTS,that Southwest Church of Christ,Inc., an Oregon corporation,
grantor being lawfully seized in fee simple of+�e fellowing described premises, ili consideration�f the grantiug ot�a
Conditional Use Permit,Item No. CUP2003-00009, which is the whole consideration, heretofore granted by the City of
Tigard, a political subdivision of the State of Oregon, does hereby establish a seven foot,reserve right-of-way strip along
SW Durham Road frontage, as approved by Conditional Use Permit CUP2003-00009 over that certain real property
situated in the City of Tigard, County of Washington and State of Oregon,and being more particularly described as
follows:
Attached Exhibits "A" and"B"
This restrictive covenant shall run with the land,burdening the subject site and to the benefit of the citizens of the City of
Tigard by and through their City Council. It is binding on the parties,their successors,heirs,assigns, and grantees, and
before this restrictive covenant can be removed, authorization must first be obtained from the City of Tigard. This
agreement shall survive transfer of jurisdiction of the above named right-of-way.
This agreement is intended to protect the public from any deleterious effect on the approval or ensure proper public
services as provided in the City of Tigard Community Development Code, and is for the benefit of the City of Tigard and
is enforceable by the Tigard City Council.
The covenantor agrees that execution of this agreement in no way limits,restricts, or pre-empts the authority of the City of
Tigard to exercise any of its governmental authority applicable to said property.
IN WIT'NESS WHEREOF, I hereunto set my hand on this Z g day of YY1 A rc.l� ,200�.
Southwest Church of Christ
Name of Corporation ,�'� J �
9725 SW Durham Road � �'� _
Address ignature
Ti¢ard OR 97223 ��--���'�'-�
— Title
STATE OF OREGON )
)ss.
County of Washington )
This instrument was acknowledged before me on Y11a f�h Z�OS_(date)by �I[•I f U S I �1°G1 ►M (name(s)of person(s))
� ��C YC rQ (type of authority,e.g.officer,trustee,etc.)of n�� AS� �t r��In��i r�c�(name of party on
behalf of whom mstrument was executed)
Notary's signature: �-G1'1�.r7�_�1� � /C7TFQ��'
OFFICIAL 3EAL —�7� -�-��
CYNTHIA I HALL �/ 5��� ,I _ l� 2D�-
��. 1 NOTARY PUBLIC-OREGON My Commission Expires: /'��Y'
COM1�91SSION NO.3470�7 '
61Y COMMISSION EXPIRES SEPTEMBER 18,2005
iiiiiiiiiiiiiii iiiiiiiiii�i
EXHIBIT ��A"
SOUTHWEST CHURCH OF CHRIST
7' RIGHT-OF-WAY DEDICATION S .W. DURHAM ROAD
A tract of land in a portion of Lot 20 of ALDERBROOK FARM, in the
southwest one-quarter of Section 11, Township 2 South, Range 1
West, Willamette Meridian, City of Tigard, Washington County,
Oregon and being a portion of the Southwest Church of Christ
property described in Book 993, Page 887 of Washington County Deed
Records, and being more particularly described as follows :
Beginning at the southwest corner of the plat of SUMMERFIELD N0.
9, also being a point on the north right-of-way line of S .W.
Durham Road (being 45 . 00 feet from centerline) ; thence following
the said north right-of-way line of S .W. Durham Road, South
89°16 ' 30" West a distance of 249 . 99 feet; thence following the arc
of a curve turning to the right having a radius of 40 . 00 feet,
with an arc length of 24 . 02 feet (chord bears North 73°31 ' 09" West
23. 66 feet) ; thence following a line lying 52 . 00 feet north of and
parallel with the centerline of said right-of-way line of S .W.
Durham Road, North 89°16' 30" East a distance of 272 . 70 feet to a
point on the west boundary line of said SUMMERFIELD N0. 9; thence
following the west boundary line of said SUMMERFIELD NO. 9, South
00°07 ' 21" West a distance of 7 . 00 feet, to the POINT OF BEGINNING;
havinq an area of 1, 858 square feet, 0. 04 acres, more or less .
Bearings for the above description are based upon Multnomah
County Survey Record Number 57018 .
Doc. No. 50312 rw
Tuesday, April 6, 2005
. , a_r�D '
�
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. >Y��1.�r..
.�� �
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RE00
LY 14,107�
GA w.Hic�
1878
RENEWAL QATE SL/���
DJ1TE OF SIONATUi9E 1/�
File Path: D:\DWG05\ EXHIBIT "B"
File Name: 50312.DWG 7' RIGHT-OF-WAY DEDICATION
Plot Date: 10:377 1-2005
Plot Time: 10: LOCATED IN THE SW 1/4 OF SECTION 11, T2S, R1 W, W.M.,
pm CITY OF TIGARD, WASHINGTON COUNTY COUNTY, OREGON
REGISTERED
ROFESSIO i
Bearing Table ,4r•ND rOR �
No. Bearing Distance �/MriiiMMVAt
L1 S 89°16'30" W 249.99' JULY E4 ,1978
L2 N 89°16'30" E 272.70' c -Y w HICKMAN
1678
opo L3 S 00°07'21 " W 7.00' RENEWAL DATE: 06/30/05
O DATE OF SIGNATURE: 0,7
03/�j
• N
Lid Curve Table J
o No. Radius Delta _Length' Chord Bearing Chord Distance
Cl 40.00' 34°24'41 " 24.02' ,N 73°31 '09" W 23.66'
35.0' SOUTHWEST CHURCH OF CHRIST
oo
BOOK 993—PAGE 887
J
L2
,___.*L/___///ii/olliliii/ l/i/. ilii///f ii//
Ci 7' R/W DEDICATION L1 POINT OF BEGINNING
(HATCHED AREA) N SW CORNER OF
o b SUMMERFIELD NO. 9
S. W. DURHAM ROAD
(C.R. 249)
`sem
0�
m-