Agenda Packet - 1990-12-17 „
AGENDA
' .. CITY OF LAKE OSWEGO DEVELOPMENT REVIEW BOARD of
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CITY COUNCIL CHAMBERS,CITY HALL,380 'A' AVENUE
, Monday, December 17, 1990
7:30 P.M.
• I. CALL TO ORDER Agenda Book
II. ROLL CALL
III. APPROVAL OF MINUTES
August 6, 1990 , •
October 1, 1990
IV. PETITIONS AND COMMUNICATIONS •
V. PUBLIC HEARING '
; • DR 2-90/VAR 5-90 (nit-b), a request by Dennis E. Eastman,Engineer for approval to upgrade
` the existing service station, which requires a Class II variance to the Access Standard and a
Class I variance to the 25' setback requirement. The site io located at 780 N. State Street(Tax
Lots 1600 & 1700 of Tax Map 2 lE 3DA). This item has been continued from ,
1990. Staff coordinator is Robert Gall , Acting Planning Director.
4.
DR 20-85(Mod. 10-90), a request by Terry L. Goldbeck for approval to construct a one-story a 0
6,000 sq. ft. office\retail structure with 30 parking spaces. The site is located on the south side
of Galewood Street in Mercantile Village (Tax Lots 2000, 2100 &2200 of Tax Map 2 1E
8BB), Staff coordinator is Robert Galante, Acting Planning_Director, Continued from •
November 19, 1990.
DR 15-90/SD 43-90, a request by Birtcher Frank Properties for approval to construct a
120,000 square foot, six story office building. The applicant is also requesting approval of a lot
line adjustment between "Centerpointe” Lots 5 and 6. The site is located between Centerpointe '
• Drive and Kruse Oaks Boulevard and is on the site north of the One Centerpointe Bailding at
. Centerpointe (Tax Lots 500 and 600 of Tax Map 2 1E 6). Staff coordinator is Robert Galante,
• ..i Ading.nallning_Director, '
DR 22-90, a request b ' Birtcher Frank Properties for approval to construct a 6,000 sq, ft, day
care facility. The site is located at Oswego Towne Square (Tax Lots 200 and 101 of Tax Map . '•
2 lE 5AA and Block 10 Mtn, Park of Mult, County Tax Map#4226). Staff coordinator is •
Robert Galante.Acting Planning Director. Please Note: The staff report for DR 22-90 is �: •
not available; therefore, this item will be continued to the January 7, 1991 agenda.
' R 30-90(a-c), a request by Sharon &Lee Parr for a variance in order to construct a 7' bay r
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addition to the kitchen and bedroom, replace decks and add intermediate decking and repair the
existing boathouse, These improvements,require a 25' variance to LOC 48,535(3) and
, ° . 48,215(1) which list a setback requirement of 25'. A variance is also required to LOC
48,700(3) which would restrict the expansion of a nonconforming structure. The site is located ,
at 1607 Lake Front Road (Tax Lot 1700 of Tax Map 2 lE). Staff coordinator is Hamill
i hyaie, Deyelopilntnt Review Planner+ . "
VI, GENERAL PLANNING
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VII. OTHER BUSINESS -Findings,Conclusions and Order0 . .
SD 33-90-Harold'&Linda Doland `'
DR 17-90/VAR 27-90-Glenn E. Chcote AIA.
SD 12-88\VAR 19-88\PD 5-88(Mod. 10-90)-Richard P. Waterman t:
%II1. ADJOURNMENT
The Lake Oswego Development Review Board welcomes your interest in these agenda items. Feel free
to come and go as you please.
DRB Members: ,
Robert H.Foster,Chair Robert Galante,Acting Planning Duector
Ginger Remy,Vice—Chair Sandra Korbelik,Senior Planner
James A.Bloomer Hamid Pishvaie,Dev,Review Planner
Robert D.Greaves Catherine Clark,Associate Planner
Skip Stanaway Jane Heisler,Associate Planner M
Harry N.Starr Michael R.Wheeler,Associate Planner
Norman J.Sievert Cindy Phillips,Deputy City Attorney
Barbara Anderson,Secretary h
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STAFF REPORT
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CITY
OF LAKE OSWEGO
, t . . LAND DEVELOPMENT SERVICES DIVISION
• APPLICANT: FILE NO.: 0 '
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Birtcher Frank Properties DR 15-90\SD 43-90
EROPERTY OWNER: 5_TAFF:
Birtcher Frank Properties Robert Galante
LEGAL DESCRIPTION: DATE OF REPORT: _' -,
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Tax Lots 500 and 600 of December 7, 1990
o TaxMap21E6
• DATE OF HEARING: �.
LOCATION:
December 17, 1990
Between Centerpointe Drive and Kruse Oaks
Boulevard on the site north of the One NEIQHBORHOOD ASSOCIATION: .i
Centerpointe Building
None
COMP, PLAN DESIGNATION:
ZONING L'I:SIGNATION:
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l{ I. APPLICANT'S REQUEST
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The applicant is requesting approval to construct a 120,000 gross square, six story office
I building. The applicant is also requesting approval of a lot line adjustment between '
Centerpointe Lots 5 and 6 to create a 5,27 acre site,
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'4 , II. APPLICABLE REGULATIO
';t. ?;°G;,y. A, city of Lake Oswego Comprehensive:
Impact Management Policies
General Policy II
Commercial Land Use Policies
General Policy V '
DR 15-90\SD 43-90
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B. City of Lake Oswego Zoning Ordinance, 40mid
• LOC 48.300-48.315 C& nmercial Districts
LOC 48.315(8) Kruse Way Commercial Site -.o'
C. City of Lake Oswego Development Code:
LOC 49.300 Major Development Procedures
' LOC 49.510 Variances
LOC 49.615 Criteria for Approval
D. City of Lake Oswego Development Standards,:
Building n , `Desi
2.005 -2.040 g
5.005 -5.040 Street Lights
6.005 -6.040 Transit System
7.005 -7.040 Parking &Loading Standard •.V
8.005 -3.040 Park and Open Space 7
9.005 -9.040 Landscaping, Screening and Buffering '`,
10.005 -- 10.040 Fences
11.005 - 11.040 Drainage for Major Development
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_• 14.005- 14.040 Utility Standard '
p 16.005 - 16.040 Hillside Protection and Erosion Control
• 18.005 - 18.040 Access Standard
19.005 - 19.040 Site Circulation-Private Streets/Driveways
a Site Circulation-Bikeways and Walkways
' 20.005 20.040 • . ,
E. City of Lake Oswego Prior ZZ rp oval:
ODPS 1-82
III. FINDINGS ,
A. Background:
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1. The Centerpointe site was originally annexed to the City in 1980 as part of the ,
Ilverall Westlake PUD Plan. The PUD is comparable to an ODPS in that it shows
the individual phases, land uses,density, circulation, utilities, and development
phasing. Within the overall Westlake PUD, 35 acres was identified as highway
commercial adjacent to the Interstate Five/Kruse Way interchange. I', 1982 the 35
acre highway commercial site was identified as Kruse Oaks and submitted for
ODPS review and approval, The development plan has since been modified and the •
most recent approval in 1987 allows for a 20,000 sq, ft, restaurant on the subject site '
and 420,000 sq. ft, of office buildings on 5 other parcels within what is now called
Centerpointe. The applicant has applied for an administrative minor modification of
the approved ODPS to shift uses within Centerpointe. The modification is being •
processed in conformance with LOC 49.440. • ,
2, Currently three parcels have been developed with office buildings, The American ' ,
' States Insurance Co, building, One Centerpointe and Five Centerpointe. A data ,
sheet is included in the applicant's narrative (Exhibit 3). A description of the N.:
existing structures is found in the applicant's narrative.
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Page 2 of 7
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3. The site is one of four remaining undeveloped lots within
• Centerpointe. All utilities are available at the perimeter of the site.
South of the site is The Five Centerpointe Building and The
American States Insurance building separated by Centerpointe Drive.
The site slopes gently to the south at approximately 4%. A mature
. conifer forest covers most of the site. The site contains no wetlands
or stream corridors. It falls outside the area indicated in the
Comprehensive Plan as having potential for weak foundation soils.
However, the geotechnical consultants expect to find relatively weak
foundation soils and recommend that the foundation be set on pile •
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caps (Exhibit 7).
4. A more detailed history of the site and description of existing
• ' conditions can be found in the applicant's narrative (Exhibit 3).
. ' 5. The applicant proposes to construct a 120,000 gross sq. ft. office ,
• building. The office building will have six stories and will measure
75' in height. The lot line adjustment, concurrent with this
application will reduce Lot 6 from 5.55 acres to 5.27 acres.
B. Compliance with Criteria for Approval:
1. City of Lake Oswego Comprehensive Plan
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;, a. Impact Management Policies:
., These policies require comprehensive review of development
' proposals. These policies are implemented through several
Development Standards, addressed father below, Compliance with
• . the applicable Development Standards reviewed below will assure
conformance to these Plan policies. Conditions of approval will be
' imposed when necessary to assure compliance. •
�' , b. Commercial Land Use Policies:
These policies encourage development of commercial development
which minimizes negative impacts on adjacent residential areas, The
applicant has addressed the policies through the prior ODPS approval
and by addressing the policies specific to the site (See Exhibit 3).
2. City 4f Lake Oswego Wing Coe:
• a. The applicant has adequately addressed all Zoning Code
' requirements (See Exhibit 3), The applicant has also provided
two reports from a traffic engineer (Exhibits 5 and 6) which '
illustrates that the shift in location of proposed square footage of
proposed uses is possible without additional traffic impact. The
review of the ODPS modification will be processed . '
. all) administratively, � ,
' 3. City of Lake Oswego Development Ordinance:
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. The proposed structure is appropriately being processed as a major i
;, development, The Development Ordinance requires the application •
DR 15-9 1PD 43-90
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, of the Development Standards (elsewhere in this report) and
consideration of the variance criteria, if necessary (none proposed).
In addition, the Ordinance requires submission of a development r.
schedule (See Exhibit 3).
• 4. City of Lake Oswego Development Standards:
The applicant has demonstrated that standards for Historic
Preservation, Stream Corridors,Wetlands, Street Lights, Fences, .'.,
Weak Foundation Soils, , and Floodplains are not applicable. The
remaining standards have been addressed by the applicant (See
Exhibit 3). This report will address those standards where
additional discussion is necessary or where modifications are
necessary. r .
a. .Building Design (2.020)
The applicant has provided elevations (Exhibits 17 and 18) which •
.;. illustrate the building form, materials, and screening of mechanical ,
' `,: ,, equipment. In addition, the applicant has proposed a parking lot
light(Exhibit 20) which varies from the existing lighting within
Centerpointe. The applicant should demonstrate the compatibility
of existing and proposed lighting.
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b. Park and Open Space (8.020)'\\ n
'' !l The Comprehensive Plan requires 15 acres of the site to be in .
��: landscaping arid open space. The approved ODPS requires that 9.0
.' acres be specifically designated open space; 4 acres in the southern ,
detention sw,de, 3 acres in the Ball Creek corridor, and 2 acres from
•within the 8 acre central conifer forest. The remaining 6 acres are to
be incorporated in the landscape areas from each of the development
lots. This requirement means that 43% of the 35 acre site will be in & 'ry
landscaping and open space. This calculation does not include the
Kruse Way right-of-way which has been landscaped and
maintained by the owners, as well as the east side of Kruse Oaks •
Boulevard. The applicant has worked with staff to modify plans to
• provide nearly one acre of open space in the central conifer forest on
this site. To accomplish this the applicant has agreed to resurvey the
f trees to increase accuracy and to redraw the site and landscape plan
,� to include larger groups of trees. Substantial improvements have
been made; however, the modified plans are not yet available for
• • A Board review.
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c. Landscaping (9.020)
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The applicant has indicated that 31,3% of the site is proposed to be
preserved as open space or landscaped. The final percentage should
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be calculated following the previously described modification.
DR 15--90\SD 43-90
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As proposed, an irrigation plan should be provided prior to the
issuance of building permits.
d. Drainage (11.020)
The existing detention system for Centerpointe has been designed to
accept runoff from this site; however, the applicant must
demonstrate that storm water quality requirements for biofiltration
will be met. Staff has met with the applicant and agreed that
' 1 existing off—site (within the Centerpointe campus) textures could be
modified to accept the runoff and provide biofiltration. The
applicant is in the process of modifying the application to illustrate
those features.
e. Utilities (14.020)
After the site plan modifications previously listed, the applicant
should provide final utility lines illustrating 15' utility easements for
any public utilities, hydrants placed to the satisfaction of the City
`i Fire Marshal and the connection of the 10" water line on Kruse Oaks
Boulevard and the line on Centerpointe Drive. The final drainage
improvements should be illustrated, as well.
0 f. Site Circulation—Bikeways and Walkways(20.020)
The approved ODPS map requires a pedestrian connection between
Centerpointe Drive and Kruse Oaks Boulevard. The applicant has -,r
agreed to modify the site plan to include this feature.
C. Conclusion:
Provided the applicant completes the changes described above with
respect to tree preservation, storm water quality and the extension of a
walkway through the site, the application can be made to comply with the
applicable criteria by the application of certain conditions. It should be
noted that the ODPS modification is being processed administratively.
III, RECOMMENDATION /'
The staff will work with the applicant to insure that the issues addressed in this
n report are resolved prior to the hearing. The Board may wish to hear the project,
but keep the record open,to allow any new evidence or revised staff report to be
reviewed by the public, if approved, the following conditions should be applied
to approval of DR 15-90/SD 43-90:
1, The applicant shall demonstrate that the required minor modification to
ODPS 1-82 has been accomplished prior to the issuance of any site
development permits.
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2, A final Plan (as depicted in Exhibit 21) shall be submitted to City staff for ,
i review and signature of approval within one year of the date of this
decisior, Upon written application, prior to expiration of the one year
period, the City Manager shall, in writing, grant a one year extension,
Additional extensions may be requested in writing and must be submitted
DR 15-90\SD 43-90
Page 5 of 7
to the City Manager for review of the project for conformance with
current law,development standards and1;ompatibilit;f with development
which may have occurred in the surrounding area. The extension may be
granted or denied and if granted, may be conditioned to require
modification to bring the project into compliance with then current law
and compatibility with surrounding development.
3. The final plan shall be registered with the Clackamas County Surveyor's
office and recorded with Clackamas County Clerk's office.
4. Legal descriptions (metes and bounds) to be s1 cified on legal instruments
for title transfer for recording with Clackamas County Clerk's office, shall
be provided to City staff for review. Actual recording shall not be a
condition of approval of this decision. However,`when recorded the
instruments for both parcels shall reference this lalid use application—
City of Lake Oswego Land Development Services Division,File No. DR
15-90/SD 43-90.
5, An irrigation plan shall be provided for the building site and parking lot
i area.
6. An arbt4rist shall prolride guidelines for the preservation and protection of •
trees to remain on site. The guidelines shall be submitted for the review
and approval of staff.
7. The final drainage and utility plans shall be submitted for the review and
approval of the city Engineer. The plans shall include the following:
a. New hydrants to serve the site.
b. Adequate easements for extended public utilities.
c. A final erosion control and biofiltration pi.,an for storm water control.
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d. The connection of the 10" water line in Centerpointe Drive and Kruse
Oaks Boulevard.
EXHIBIT;
1. Tax Map/Vicinity Map
2, Centerpointe Plan
3. Applicant's Narrative
4. Existing Conditions and Site Analysis Map
5. Letter from Traffic Engineer, 2 pages
6. Letter and attached Traffic Report
7, Preliminary Geotechnical Considerations, 3"pages
8, Open Space Network Plan • '
9. Perspective View
10, Tree Survey
11, Site Plan/Open Space
12. Site Plan/Parking and Lighting
13, The Removal Plan
14. Landscape Plan
DR 15-9(1SD 43-90
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15. Grading Plan
16. Utility Plan
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17. Elevations (East/West)
18. Elevations (North/South)
19. Floor Plans
20. Lighting Data, 3 pp.
21. Lot Line Adjustment Plan •
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DR 15-9t SD 43-90
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TWO CENTERPOINTE •
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• 120,000 SF GROSS
FUTURE OFFICE BUILDING I [ILt��'..� 98,947 SF USEABLE
6 stories IIO• ti �.
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•� FIVE CENTERPOINTE �"'�� z
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TOTAL:420,000 SF
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BIRTCHER/FRANK EXHIBIT
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TWO CENTERPOINTE
DESIGN REVIEW BOARD APPLICATION
August 31, 1990
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TWO CENTERPOINTE•
DESIGN REVIEW BOARD APPLICATION
August 31, 1990
CONTENTS: I'I
SECTION I APPLICATION,
SECTION II HISTORY
SECTION III PROPOSAL
SECTION IV COMPLIANCE
SECTION V DRAWINGS
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• SECTION 1 APPLICATION
BIRTCHER
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• Owner/Applicant:
BIRTCHER FRANK PROPERTIES
• Five Centerpointe Drive, Suite 400 "
Lake Oswego, Oregon 97035
(503) 684-5000
Mr. Ken D. Lewis
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Design Team:
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Architect: Broome, Oringdulph, O•Toole, Rudolf& Associates
720 S.W.Washington, Suite 800
Portland, Oregon 97205
(503) 226-1575
Mr. Dick Spies
Civil Engineer: Otak, Incorporated
17355 S.W. Boones Ferry Road
Lake Oswego, Oregon 97035
503-635-3618
Landscape
Architect: Mitchell Nelson Group
71 S.W. Dale Street
Portland,Oregon 97204
503-225-0822
Mr. John Nelson
Request:
These documents request Development Review Board approval of a 120,000 gross
square foot office building to be constructed on a 5.27 acre site, Lot 6 of
Centerpointe in 1990/ 1991. The site is located adjacent to Kruse Oaks Boulevard
and Centerpointe Drive. Zoning for the site is highway commercial.
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SECTION II HISTORY
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TWO CENTERPOINTE
DESIGN REVIEW BOARD APPLICATION
History of Previous Planning Approvals
The Centerpointe site was originally,annexed to the city in 1980 as part of the overall
Westlake PUD Plan. The PUD Plan is comparable to an ODPS in that it shows the
individual phases, land uses,density, circulation, utilities, and development phasing.
The application for the Westlake PUD was submitted and approved under the terms
of Chapter 53 of the Lake Oswego Code, LCDC goals,the Lake Oswego PUD
Ordinance,the Lake Oswego Comprehensive Plan and the proposed development
regulations as written at the time of approval on January 20, 1981. Within the
overall Westlake PUD, 35 acres was identified as highway commercial adjacent to
this Interstate Five/Kruse Way interchange. In 1982 the 35 acre highway commercial
site was identified as Kruse Oaks and submitted for ODPS review and approval. The
development plan included a flexible mix of uses of 10,000 square feet
bank/restaurant and up to 420,000 square feet of office and/or a 300 room hotel. All
numbers were gross square feet.
An ODPS modification was requested and approved in January 9, 1984. The I .
modifications involved changes to the perimeter road (Kr°lase Oaks Boulevard) and
clarification of approved square footage of uses. Square caotage of uses was
modified to 20,000 net square feet of restaurant and 420,000 net square feet of
office.
The two main access roads, all utilities and lighting were completed in 1985. The
two storm water detention facilities are complete. All utilities are available to the
remaining under developed lots,
• In 1984, Design 4eview Board approval was given and the American States Insurance
Building and Ohe Centerpointe Building were constructed. Both buildings were
completed in 1'985.
An ODPS modification was requested and approved in January 1987,to permit a 152
room hotel on Lot 3. An updated traffic study showed that the substitution of the '�4
hotel use for the 20,000 square feet of bank/restaurant would not increase the
aft.,ernoon peak traffic generation and would result in a slight decrease in total
traffic generation.
The commission also reviewed and approved the layout of the one acre of
• designated open space with in the existing conifer forest to the north of Lot 3.
The 152 room hotel never came to fruition on Lot 3 of Centerpointe, In July 1987 the
Design Review Board reviewed and approved construction of a 124,022 square feet
building on Lot 3 of Centerpointe known today as Five Centerpointe,
Current Proposal
The site is one of four remaining undeveloped lots within Centerpointe. All utilities
are available at the perimeter of the site, The proposal is to construct a 120,000
gross square foot building to be known as Two Centerpointe, on Lot 6, South of the
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site is the existing One Centerpointe Building. West of the site are the undeveloped
Lots 4 and 5. East of the site is Kruse Oaks Boulevard. The site gently slopes about \�'
four percent (4%) from west to east. Major stands of the trees are designated to
remain on all sides of the site. The site contains no wetlands or stream corridors and
fall outside the area indicated in the Comprehensive Plan as having potential for
weak foundation soils. An extensive soils test has not been performed on the site
will be included with the application for permit. The geotechnical consultants
expect to find relatively weak foundation soils and recommend that the foundation
be set on pile caps.
Open Space
The Comprehensive Plan requiresjl5 acres of the site to be in landscaping and open
space. The approved ODPS requires that 9.0 acres be specifically designated open
space: 4 acres in the southern detention swale, 3 acres in the Ball Creek corridor, and
2 acres from within the 8 acre central conifer forest. The remaining 6 acres to be
incorporated in the landscape areas from each of the development lots. This
requirement means that 43% of the 35 acre site will be in landscaping and open
. space. This calculation does not include the Kruse Way right-of-way or the east side
of Kruse Oaks Boulevard which has been landscaped and maintained by the:Owners.
w Lot Line Adjustment
The ODPS permits flexibility of lot lines, lot areas, and uses within the development
as long as the changes fall within the overall total approved density and use and do
• not alter specific conditions such as access,traffic generation or open space. Lot 6 of
the original plat, is 5.55 acres and will be revised to 5.27 acres to accommodate this
proposal. The remaining lots will be adjusted accordingly. The lot line adjustment
application will be made concurrent with this application.
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BIRTCHER
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CENTER.POINTE TWO
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DESCRIPTION
August 30, 1990
' A parcel of land in the southwest one-quarter of Section 6, T.2S., R.1E., W.M., Clackamas County, Oregon, said parcel being portions of Lots 5 and 6, "Centerpointe", and being more particularly described as follows:
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Beginning at the southwest corner of Lot 6, "Centerpointe"; thence tracing the southerly line
of said Lot 6 along the following course and distances: N.81°59'10"E., 89•00 feet;. thence
N.43°13'19"E., 86.26 feet; thence N.07°45'37"E., 30.00 feet; thence northeasterly along the arc
• , of a 634.85 feet radius nontangent curve right through a central angle of 32 04 47",355.45 feet
(chord bears N.71°15'25"E., 350.83 feet) to the westerly line of Kruse Oaks Boulevard; thence
tracing said westerly line along the following courses and distances: N.04°26'15"W, 53.53 feet
to the point of curve left of a 464.96 foot radius curve; thence along the arc of said curve left
+ , through a central angle of 58°36'01", 475.55 feet (chord bears N.33°44'16"W., 455.09 feet);
thence leaving said westerly line, S.54°13'30"W., 271.53 feet to a point; thence S.58°30'11"W.,
153.04 feet to a point on the easterly line of Centerpointe Drive; thence tracing said easterly line along the following courses and distances: southeasterly along the arc of a 138.00 foot radius nontangent curve left, through a central angle of 22°04'22", 53.16 feet (chord bears
n S.13°57'58"E., 52.84 feet) to the point of curve right of a 1243.00 foot radius curve; thence
along the arc of said curve right through a central angle of 09°58'22", 216.35 feet (chord bears-
- S.20°00'58"E., 216.08 feet); thence S.J15°01'47"E., 97.88 feet to the point of curve left of a
447.67 foot radius curve; thence along the arc of said curve left through a central angle of
07°00'57", 54.82 feet (chord bears S.11°31'18"E., 54.78 feet); thence S.08°00'50"E., 8.41 feet to
the Point of Beginning.
Contains 229,394 square feet (5.266 acres), more or less,
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SECTION III PROPOSAL
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ARCHITECTURE
PLANNING
INTERIOR DESIGN
720 SW WASHINGTON
PORTLAND,OR 97205-3510
) August 29, 1990 PHONE:503-226157s
FAX:503.241-7429
TWO CENTERPOINTE
Architectural Design and Materials
The Two Centerpointe office building proposed to the north of the One Centerpointe site
will have entrances that address Centerpointe Drive and Kruse Oaks Boulevard. The main \ •
entrance faces Centerpointe Drive and is accessible by a gently curved entry plaza. This
i plaza connects to the One Centerpointe entry drive at the extreme southwest corner of
the site.
The elongated building is set at a slight angle to Centerpointe Drive near the center of the
site. This orientation makes the main entrance more visible as seen from Centerpointe
Drive. Placement in the center of the site allows the retention of the more fully
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developed trees along the perimeter of the site.
The central two story entrance lobby opens to the main entrance facing west and a
secondary entrance facing east. The east entrance is accessible from Kruse Oaks
Boulevard via an entrance plaza similar to the plaza off of Centerpointe Drive.
11111
The basic rectangular plan of Two Centerpointe is further defined by minor offsets of five
feet or ten feet in the exterior. These offsets create greater definition at the builotng
, entrance, allow more corner offices, and add more visual interest to the facade.
The main entrances are also given a slight curved configuration with decks placed on the
floors above the entrances to further distinguish them within the building elevation.
The corners of the building are marked by a lower window sill. This creates emphasis at
the corners and gives the building a lighter appearance.
The exterior treatment continues the campus wide horizontal theme of alternating bands .
of glass, concrete, and brick. Brick color and blend will match the brick on the One and
Five Centerpointe buildings which also matches the brick used do entry signs at Kruse Way
and Centerpointe Drive. •
Two Centerpointe will have a sign similar to One and Five Centerpointe that will again
utilize the same brick and concrete cap treatment. It will be located in the extreme
southwest corner of the site. •
PRINtaPAL5 ASS01 L1 rL P
ItOnERT E OKINtib1'LPII.EAIA EMERY
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�/ DC4N15I t)TUULE MA YItowA%t, 'Es 1n
HEBO IC Rl'DULF.AlA Rlt IIARt)ti 'Plt� %l1
wTANLEY I, RUl.E5..UA r Hl1YIlt It 111 lC%%Uyl%
KIM L nEY t11
ASS OCIATES tlREtl�)RY 1 `%Itll1%1% %
KE%INI 1011's%tW m1
��� WILLIAM II HARPER AIA IAMF%i, K.l%Eldt,t 1I1
MALLEE F Ill'MPIIREY IEIIRIE1 it t.I,ltlb 1l1
LE5LIE KA'HL.AIA I)HIN.1 Mi.\t41%, U
NANCY I) MERRYMAN 11A IIE%tRLY II %toss
LARRY R RA)Mt''9EN,MA VARY K t 1N 1)t All If,.
, NoitMAN I) ELLISUN,AlA
DAVID I II 1..
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TWO CENTERPOINTE August 29, 1990 Page 2
The upper levels of Two Centerpointe will be continuous bands of Solex insulated glass
with a combination of butt glazed and exposed window systems.
At the lower floor, columns are introduced at thirty foot interval% The purpose of this .1
treatment is to soften the impact of the elevations of the building by providing a smaller
scale as they reach grade and come closer to adjacent pedestrian zones.
The adjacent parking lots provide parking for 400 cars. Parking is provided at a ratio of
3.55 to 1,000 square feet of net rentable floor area. All parking is within 250 feet of an
entrance.
Two high-speed passenger elevators and one dedicated service elevator provide immediate
access to upper levels. Conference rooms, athletic facilities, and storage are available on
the first level.
Two Centerpointe continues the theme of the campus in providing quality building space
totally integrated with its natural and architectural environment.
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LANDSCAPE DESIGN
Tree Preservation
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The site plan has been developed to insure the survival of tree groupings within the
parking area, around the building and in perimeter areas. Site grading will not
necessitate excavation or filling around the trees and during construction,
protection will be placed around the trees where needed.
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There are approximately 649 trees shown on the site survey. Species include Douglas
Fir, Alder,Oregon Oak, Maple and Ash. A few Western Red Cedar and Western W�
Hemlock are also present. About 442 trees will be removed, however, major
grouping and individual specimens have been incorporated into the plan to be
saved. Major Oak trees and many of the larger firs(up to 24" diameter) will be
saved. Furthermore, in the important perimeter areas, enough depth will be
maintained in the tree groupings so that they will appear as a forested buffer
around the development. Though not,opaque,these perimeter stands of Fir trees
are well branched to nearly the ground; the character of these trees will be
maintained.
Open Space
The native landscape will be cleaned of undesirable weeds and debris leaving native
shrubs,tree seedlings and ground covers to regenerate. The perimeter,areas will be •
supplemented with native materials such as Sala!, Oregon Grape and Ivy. Parking
and building area landscapes will be supplemented with native shrubs, g1 ound
covers and trees.
Additional sunlight created by the removal of trees will allow for the establishment
of additional native trees and shrubs where few currently exist. These include
Douglas Fir,Western Hemlock and Western Red Cedar, Vine Maple, Mountain Ash
and a variety of evergreen and deciduous shrubs.
Landscape Areas
The landscape pattern and the palette of materials will be similar to One
Centerpointe and Five Centerpointe. Extensive lawn areas will be introduced near
• t.. the building. Shrubbery and deciduous trees will also complement the building and
provide additional detail and color. Where shade is needed in the parking areas,
Red Maples will be used. Additional evergreen trees and shrubs will be planted in
parking islands and in the perimeter area just as in previous phases. The large
grouping of existing trees located opposite the front entry to the building will be
supplemented primarily with native shrubs and ground covers. Signage will be
supplemented with annual color beds, shrubbery,some trees and lawn, •
Frontage treatment along Centerpointe Drive and Kruse Oaks Boulevard will be
similar to previous phases, Removal of branches from existing trees, however, will
be limited to those that are dead or dangerous to passerby, Every attempt will be
made to maintain the natural branching pattern.
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DEVELOPMENT?LAN SECTION NARRATIVE II
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Sanitary Sewers , , _... '�
• All sanitary sewers shall be designed to City of Lake Oswego standards. Capacity of
• sanitary sewers has been confirmed by post analysis provided by OTAK, Inc.durling
past phases of the Westlake Development.
A private sanitary sewer connection to the existing system behind the curb along the
east side of Centerpointe Drive will be necessary. The exact location will be '
determined by,the existing stub into the site.
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Stony.' Drainage r
All storm drainage from the site will be designed to discharge through Lake Oswego V •
• pollution control manholes to the storm drains in Kruse Way.
Water System .
Water to the site is provided for by one 8" service and two 10" services. The 10"
services will be used to provide a 10" loop as shown on the original preliminary
utility plan for Centerpointe. A request for reimbursement will be made for the line 0
size over 8" if engineering calculations confirm that an 8" line is adequate to serve
the site. • •
Detention
Detention for all of Centerpointe was provided in the public improvement plans for
Centerpointe. The south half drains through an existing storm drainar_je line to a
detention area on Tract D (a tributary to Ball Creek) of the Centerpointe plat. The A
north half is to drain to a detention area on Tract A (Ball Creek). At this time, Lot 4
of Centerpointe has not been developed,therefore, a portion of the downstream
g system It is propsed in this application that storm drainage from this,.
storm drains e is not yet installed which would complete the direct flow to
this detention area.
site be temporarily detained on Lot 4 of Centerpointe in an existing swale until the '
development of Lot 4 takes place and the down stream storm drainage line can be
,. completed to the detention area.
Erosion Control v
Erosion control will be provided
as required by the City of Lake Oswego Standards,
Erosion control plans will be submitted with final engineering drawings.
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rEXISTING CONDITIONS SECTION NARRATIVE
Existing Utilities/Storm Water Detention
• Sanitary Sewers are availab4 along Kruse Way at an adequate size and depth to
serve the entire site. From the manhole at Kruse Way the sanitarysystem has been
constructed and is in place along both Kruse Oaks Boulevard and CenterpointeDrive.
Storm drainage is to be discharge,,into the existing system along Centerpointe
Drive. The drainage will discharge into the storm drains along Kruse Way.
Water supply is through a 10" waterline along Centerpointe Drive with an 8" stub
into the site.
Streets
Public streets exists along the east(Kruse Oaks Boulevard) and west(Centerpointe
Drive)sides of the site. Access will be from both Kruse Oaks Boulevard and
Centerpointe Drive with the main access along Centerponte Drive.
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TWO CENTERPOINTE •
DESIGN REVIEW BOARD APPLICATION \
August 31, 1990
Proposal Data
• Site Area: 229,561 sf 5.27 acres
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tw;.\\ Building Coverage: 20,000 sf 8.7% of site
; Gross Building Area: 120,000 sf 52.3% of. site
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Net Usable Area: 98,947 sf
Parking:
Standard 196 49%
Compact 196 49%
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Handicap 8 2% .
TOTAL 400 1 per 300 G.S.F.
Landscape Area: 42,689 sf .98 acres •
Designated Open Area: 29,185 sf .67 acres
71,874 sf 1.65 acres
Building Height: 75 feet •
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TWO CENTERPOINTE I r
DESIGN REVIEW BOARD APPLICATION
August 31, 1990 ��,1
SQUARE FEET ACRES ��
OPEN SPACE CALCULATION )i
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ODPS REQUIRED OPEN SPACE AREA 392,040 9.00 ' \ .
ODPS REQUIRED LANDSCAPE AREA 261,360 6,00
653,364 15.00
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AREAS TO DATE
OPEN SPACE AREA
• Tract A ( 90,605) (2.08) ``
Tract B (130,680) (3.00)
Tract C
( .84,071) (1.93) 1
Lot 3 ( 1 E1625
(321,931) (7.39) r ,
LANDSCAPE AREA
American States Insurance
( 32,866) �� ( .75)
One Centerpointe ( 54,092) \; (1.24) •
IllFive Centerpointe ( 47,130) �(�1.08)
Right of Way Within 35 Acre Site ( 16,144) ( .37) 11
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%_ (150,232) (3.44)
„ BALANCE REQUIRED
OPEN SPACE AREA
Required
392,040 9.00 \
To Date (321,981) (7,39)
70,059 1.61
LANDSCAPE AREA
Required 261,360 6,00
To Date (150,232)
(3.44)
111,128 2.56 +
PROPOSED WITH THIS APPLICATION
OPEN SPACE AREA 29,185 0,67• LANDSCAPE AREA 42,689 0,98 `
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BALANCE TOCOMPLETE FROM LOT 1, 4R, 5, 6R
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OPEN SPACE AREA 40,874 0.94 II
LANDSCAPE AREA 68,825 1.58 ., \
1110
BIRTCHER
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SECTION IV .
COMPLIANCE
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COMPLIANCE WITH COMPREHENSIVE PLAN
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1-5/NE Kruse Commercial District
VA Highway Commercial District
I-5 and Kruse Way Northeast Quadrant
11111 The northeast quadrant of the 1-5 and Kruse Way Intersection has been designated
for highway oriented commercial land uses. This area is separated by slope and .
major trees from residential lands to the east,thereby protecting residential areas
from the traffic congestion of such a commercial district.
The site of this Commercial District includes two stream way ravines and associated
wet areas, one on the north edge and one across the lower third of the site. For this reason, the 35-acre site has been designated for 20 gross acres of commercial
activity,which will allow landscaping, protection of stream ways and major trees to
occur in the remaining 15 acres.
The two stream way ravines are protected in designated open area tracts and
therefore not impacted by this project.
This site does contribute to the required total of 15 acres of open space; 71,,874 . •
square feet, 1,65 acres toward the remaining 4,17 acres of open space. A total In f access of 31.3% of the site is in landscaping and open space,
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Commercial activity at this location should be designed in a manner which assures:
41
a. a highway oriented commercial district,with minimal disruption of adjacent
residential areas;
This site is located between Centerpointe Drive and Kruse Oaks Boulevard and is on
the site North of the One Centerpointe Building which was constructed in 1985 The
i • site is separated from the, Westlake residential area by Kruse Oaks Boulevard and a
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large open tract of treed land. The development of this site will,have minimum
impact on the adjacent residential areas.
b a limit on the intensity of commercial activity on this site,to an amount which
preserves the capacity of Kruse Way and the I-5 Intersection for other public and
private uses outlined in the Lake Oswego Comprehensive Plan;
The use and intensity of this site is within the approved O.D.P.S.floor areas set by the
Buttke Kruse Way Traffic Corridor Study.
e. one access point to Kruse Way, preferable east of a point 1,500 feet from the
Rangy Road Intersection;
This site will be serviced by the Kruse Way/Kruse Oaks Boulevard intersection which
is complete.
d. payment of costs of streets,street improvements, intersections, necessary
rights-of-way, parking,bikeways and pedestrian ways by property
development creating the need for those facilities;
All utilities, roads and intersections have been completed. The proposed parking
meets or exceeds the code minimums and the pedestrian side walk along the west
edge of the site (Centerpointe Drive) have been completed.
e. Planning and Development Review procedures which assure: 4111
I. adequate vehicle access and street design;
II. protection of adjacent residential areas from the noise, bright lights and air
pollution of commercial activity;
III. protection of the stream corridors,as major functioning parts of basin wide
storm drainage system and as esthetic features at the entry way into the Lake
Oswego area;
Vehicular access and street design were addressed in previous Design Review Board
approvals and the O.D.P.S.
Noise will be at a minimum because of office use and site lighting will be directed
downward with lumination not extending beyond the site.
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• COMPLIANCE WITH ZONING CODE
LOC 48.305.10 Highway Commercial Permitted Use
The proposed office use is within the permitted uses.
LOC 48.310 Site Development Limitations
(1) Required yard adjacent to residential.
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This site is not located adjacent to any residential areas.
(2) FAR Maximum.
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Not applicable-determined by LOC 48.315.8.
(3) Lot Coverage: HC 50%.
52% with the building only.
(4) Vehicle Trip Maximum. .
Not applicable.
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(5) Height.
410 Determined by LOC 48.315.8.
LOC48.315 Special Requirements
LOC 48.315.4 All development in any commercial zone will be developed under a
unified site plan.
The proposed project is developed under ODPS 1-82 which was
approved in 1982 and modified in 1984 and 1987.
• LOC 48.315.8 1-5/Kruse Way Highway Commercial Site-a maximum of 20 acres
of the 35 acre site may be developed. A minimum of 15 acres of the
site, including stream corridors and associated wet lands, shall be
retained as open space.
This site does contribute 1.65 acres, 71,874 square feet toward the
required 15 acres of open space.
As a part of the development process,floor area maximums shall be
placed upon the development. The site shall be developed by
methods that insures that the traffic generated by the 35 acre site
will not exceed the capacity of the intersection of the site with
Kruse Way,
The proposed project is within the approved ODPS and Buttke Kruse
Way Traffic Corridor Study.
BIRTCHER
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•The City Manager may require traffic management plans p ns in
conjunction with any development request under LOC Chapter 49
for this site in order to preserve the capacity of Kruse Way.
Not applicable.
The maximum building height on the site is 75 feet with the overall
average building height on the 35 acre site not to exceed 60 feet.
Buildings which exceed 60 feet in height shall be located no closer
than 120 feet to the boundary of the site. The boundary of the site
J is defined as the centerline of Kruse Oaks Boulevard on the east,
the Kruse Way right-of-way boundary on the south,the State of
Oregon right-of-way boundary on the west and the centerline of
Ball Creek on the north.
The proposed height of the building is 75 with a setback of 270 feet
from the east boundary of Kruse Oaks Boulevard.
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LOC 48.315.10 The maximum allowable development intensities for the CR&D,
MC, OL, GC and HC zones located in the Kruse Way Corridor(the
area north of Bonita Road, north of Melrose-Carman,west of
Boones Ferry Road and east of 1-5, including the southwest
quadrant of the Kruse Way/Boones Ferry intersection and the
property located between Kruse Way and Galewood Drive) are
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limed as follows:
This proposal does not alter the traffic generation figures figures of the
Buttke Kruse Way Corridor study or the maximum allowable
development intensities previously approved in the ODPS.
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0 COMPLIANCE WITH DEVELOPMENT aR 0 DINANCES AND STANDARDS
*, Lot 2.020 Standards For Approv&
LOC2.020,1 Buildings shall be designed and located to complement and
\\ preserve existing buildings,streets and paths, bridges and other
elements of the built environment. 4
LOC 2.020.1 a. Design buildings to be complementary in appearance to adjacent
structures of good design with regard to:
i. Materials .
. ii. Setbacks(for retail/commercial part specifically)
iii. Roof lines
iv. Height \)
v. Overall proportions
The existing buildings within the Centerpointe Campus are
• constructed of concrete, brick and glass.
The five story One Centerpointe Building is a blend of red tone brick
set off by horizontal bands of flush glass and accent lines of light °
concrete. The facade steps out of the upper floors and the building
" angles to wrap around the entry.
" The four story American States Insurance Building is a single tone
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brown brick with horizontal bands of flush glass trimmed in
polished silver aluminum. The building is rectangular in shape with
the elevator core set at an offset square on one corner of the
building.
• The five and one half story Five Centerpointe Building is a blend of
red tone brick with horizontal bands of flush solar green glass and
accents of honed concrete block. The building is L shaped and
intersects to form the main entry and elevator core on the second
level.
The proposed Two Centerpointe Building will be complementary to
the three existing buildings, The brick, concrete and glass facade
repeat the elements of previous buildings with variations, The brick
• will be the same red tone as the One Centerpointe and Five
Centerpointe buildings further reducing the competition between
the two different brick elements now existing, Design elements of
this project will vary adequately to keep the buildings from being
too repetitive of the other buildings. The roof lines of the four
buildings will be similar with a flat surface, parapet walls and
elevator utility penthouse. As on the other buildings, this project
will have HVAC screens enclosing roof mounted equipment, The
wall facade vary in proportion to each other as do the previous
buildings. The brick and concrete detailing is carried through to the
streets and sidewalks,
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� b. Where existing buildings are to remain on site,new °
LOC 2.ozo � development shall be designed to:
i. integrate the remaining buildings into the overall deign,or -
ii. provide separate landscaping,remodeling or other
treatment which establishes a distinct character and function
for the remaining buildings.
No buildings currently exist on this site.
If •
r c. Design bus shelters,drinking fountains,benches, mail'boxes,etc.,
LOC 2.n:.o.� to be complementary in appearance to buildings.
This project does nit propose any exterior
usfo shelters,
drntains andinking
fountains, benches or mail boxes.
boxes will be located internal of the building. .
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d. Design elements such as windows,doors,
and mechanical
lights,
equipment,downspouts, utilityra•conn •
signs,e vents,stairs,decks d buildings orb tuctures ups to be on which they are
in
appearance to those
located. ill
The windows will b set by oors will be framed similar andrels and to trk he
aluminum frames. Theglass
' windows and have the same relationship to the concrete. All ofthe
mechanical equipment will be electrical dtransformer and ontrash box
be located .
internal of the building. Th
• will be housed iba brick ui din with a metal louvered screen over the top '
concrete enclosure of the same
materials as the g
and ai metal louvered door,
the outside. All utility connections will be
e
�_� building, not visible will
below ground, including ter inical and ternal utility oomsrsl:xte or lights eitherhts will
outside utility vaults or ,
w predominatelyildigoffi locations.dowo Exceptions to that will hts located on the beround bollard
building at soffit
lights, building accent lights and the parking lot lights.
The building will feature a 5'- /at the 3r�s4gh,t5 h eradiunds6th levels ed to match
the building architecture,deck
over both west and east entries.
The decks Handrailswll be amadcceossible
designedthe
tenant space at each of those Ievels,
a designed to meet code standards will be constructed and painted to
enhance the building lines,
the receiving door and tenantted at each
Building signs will be limited toot he building address located
main entry,the identification rmance with the current
signage. All tenant signage will be in confo
City of Lake Oswego Sign Guidelines and will be submitted for •
approval on an individual basis as they are identified. One exterior
monument sign will be located to identify the building address. The
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® LOC 2.020.2 Buildings shall be designed and located to complement and
preserve existing natural land forms;trees,shrubs and other
natural vegetation.
The building is situated to take advantage of the natural slope of
the ground. As a result of using the natural slope many of the
native trees are preserved for the overall enhancement of the site.
I` LOC 2.020.2 a. Consider land forms and trees as design elements which must
relate to building elevations to determine scale and proportion.
, ,
Natural land forms as well as constructed land forms will be used to
enhance the setting of the building. Native trees along with the
newly planted trees will be used to relate to the vertical lines and to
contrast with the horizontal lines of the building.
LOC2.020,3 Building shall be designed to minimize the personal secwity risks Of
"users and to minimize the opportunities for vandalism and theft.
• Building hardware that discourages forced entry and provides
approved egress capability shall be used.
The proposed building is designed with controlled entry points
which are well lighted for personal security. Site lighting will be •
used throughout the parking areas to meet or exceed the required
lighting levels to minimize the threat of vandalism. The lighted '
entry and door hardware are designed to discourage forced entries. `
0
Additionally, all fire life and safety issues have been considered for ,
egress purposes. ,,
LAC 2.020.4 Building shall be designed and constructed to reduce noise impacts
on interior occupied spaces and adjacent property. lio
The site is protected from most freeway noise by the American
States Insurance Building and the Five Centerpointe Building. The •
additional protection from the freeway noise is the distance, which
is in excess of 600 feet from the 1-5 on/off ramp in the northeast
quadrant of the intersection of 1-5 and Highway 217. The south side
of the building is adjacent to the One Centerpointe Building which
create no adverse noise. To the east, the building is separated from
local residential housing by native trees. The residential area creates '
no adverse noise except for the occasional barking dog. To the
north, the building will set next to the future Three Centerpointe
Building which is not expected to create adverse noise.
LOC 3.010 Stream Corridors
This site contains no stream corridors,
LOC 4.010 Wetlands
. This site contains no wetlands,
•
BIRTCiHER
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�h.
LOC 2.020.2 Buildings shall be designed and located to complement and
• preserve existing natural land forms,trees,shrubs and other
natural vegetation.
. , The building is situated to take advantage of the natural slope of
the ground. As a result of using the natural slope many of the
native);Drees are preserved for the overall enhancement of the site.
LOC 2.020.2 a. Consider land forms and trees as design elements which must
relate to building elevations to determine scale and proportion.
Natural land forms as well as constructed land forms will/be used to
\` enhance the setting of the building. Native trees along with.the
newly planted trees will be used to relate to the vertical lines and to
R,. contrast with the horizontal lines of the building.
LOC 2.020.3 Building shall be designed to minimize the personal security risks of
users and to minimize the opportunities for vandalism and theft.
Building hardware that discourages forced entry and provides
approved egress capability shall be used.
The proposed btalding is designed with controlled entry points
which are well lighted for personal security. Site lighting will be
used throughout the parking areas to meet or exceed the required
lighting levels to minimize the threat of vandalism. The lighted
,„
entry and door hardware are designed to discourage forced entries.
Additionally, all fire life and safety issues have been considered for
egress purposes.
• LOC 2.020.4 Building shall be designed and constructed to reduce noise impacts
on interior occupied spaces and adjacent property.
•
The site is protected from most freeway noise by the American State
Insurance Building and the Five Centerpointe Building, The
additional protection from the freeway noise is the distance, which
, M1 ' is in excess of 600 feet from the I-5 on /off ramp in the northeast
quadrant of the intersection of I-5 and Highway 217, The south side
of the building is adjacent to the One Centerpointe Building which
• create no adverse noise. Tc\the east, the building is separated from
local residential housing by native trees, The residential area creates
no adverse noise except for the occasional barking dog. To the
north,the building will set next to the future Three Centerpointe
Building which is not expected to create adverse noise.
LOC 3,010 Stream Corridors
This site contains no stream corridors,
LOC4.010 Wetlands•
This site contains no wetlands,
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BIRTCHER
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LOC solo Street Lights
This section does not apply.
LOC 6.010 Transit System
LOC 6.020 Standards For Approval
`' LOC 6.020.1 All major developments are required to provide facilities to serve
multiple passenger transit.
Y •
Sidewalks have been constructed and are in place throughout the
Centerpointe site. Sidewalks are in place along both sides of
•
Centerpointe Drive to the intersection of Centerpointe Drive and
Kruse Oaks Boulevard and extend along both sides of Kruse Oaks
Boulevard from the intersection to Kruse Way. The local transit
system` stops at the intersection of Kruse Oaks Boulevard and Kruse
Way.
roc 7.010 `\ Parking And Loading Standards
LOC 7:020,1 � ''r`
ahe dimension and layout of parking spaces and the number of
WaM°'•ing space specified for each type of use are the minimum
stani rds. Up to 50% of the total�parkt,ig requirement may be
® provided in compact car spaces.
The site will have l4 total of 400 parking spaces, 196 standard
196 compact spaces and 8 handicap spaces. Standard parking spaces
are 8'-6" wide and 16'-0" deep. Compact spaces are 8'-6" wide and
14'-6" deep. Of the total required parking spaces 49% are compact.
LOC 7.020.8.e.ii Office, except medical or dental shall have one space per 300 square
feet, Gross Floor Area.
The 120,000 gross square feet building requires 400 parking spaces,
The proposed project will have 400 total spaces or one space,per
square feet, Gross Floor Area, P 300
LOC 7.020.9 Reduction For Access To Transit Facilities ,!,
Although transit access is available to this site,the distance from the
site to the transit stop exceeds the maximum distance
reduction in parking spaces, No reduction is taken for this proposal,
LOC 8,010 Park And Open Space
LQc 8.020 Standards For Approval
.LOC 8.020.1 All major residential development and office campus development i ip
shall provide open space or park land approved bythe City (�S .
aggregate amount equal to at least 20 percent of he gross land
BIRTCHER ,
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area of the development. Commercial and industrial development t
�� approved by the City in an
h shall provide open space or park land
aggregate amount equal to at least 15 percent of the gross land
area of the development.
"" At the Centerpointo site,43% of the entire 35 acres is required to be
designated as open space the Comprehensive Plan, is
Ordinance and ppODPS of thipoposed site. 3%
designated as open space.
LOC9.010 Landscaping,Screening And Buffering 11
LOC 9.02o Standards For Approval
LOC9.020.1 Commercial and industrial development of net buildable area ithe office
campus zone,shall provide
landscaping and/or open space,including courtyards, planters,
raised beds,espaliers,etc. Office campus developments shall
provide 20%.
• This project proposes that in excess of 31.3% of the site be
designated as landscape and open space.
veto ment abutting streets shall provide street trees at the .
LOC 9.020.4 All development,
proper spacing for the species.
. Street trees have already been planted along Centerpointe Drive
and Kruse Oaks Boulevard.
LOC9.020.5 Parking lot plantings shall be designed to allow surveillance of the
lot from the street at several points.
Landscape design has considered personal safety for this site. `\
Loc9.020.6 Screening and buffering shall be required to: 1 .
a: Mitigate noise,lighting or other impacts from adjacent
-, \
transportation routes or dissimilar uses.
The site is i�tljacent to Centerpointe Drive and Kruse Oaks Boulevard .
which create very little traffic noise. Adjacent sites are similar in use,
except for the east side which is residential andrea s noc adveon rse
1
,,? effects with lighting nor do they have other adversep
. f,ite.
b. Screen public or private utility and storage areas; and parking ..
lots.
Exterior utilities will be located in underground vaults or •
constructed enclosures designed to blend with the buildings. There
• is no exterior storage areas. The parking lot grades are designed so
that no screening from the building will be required. However,
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BIR`T(:HE
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landscaping will be provided in areas between parking lots and the
building.
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LAC9.025 Standards For Installation AO Construction - \ ,
LOC 9.025.3 All planting shall have an irrigation system installed to meet
standards of Turf Irrigation Manual,current edition,unless the,
applicant can demonstrate to the satisfaction of the Development
Review Board that such system`s no necessary.
This site will have a full psprinkler y automaIic landsca e Y
s ste'm.
LOC 9.025.4 Existing vegetation may be used in a landscaping plan. �� ��
Construction shall not be allowedwithin the drip lines of trees
which are to remain. Finish grade Shall be at the original grade or a
well or planter constructed equal ink size or greater than the drip u
.
line. 11
Existing vegetation or vegetation native to the area will be used
predominately throughout the landscape and open areas. Parking
lot grades will be established by the existence of native trees. 1--' ,
,
LOC 10.010 Fences tt
This site will have no fences.
S •
LOC mow " Drainage Standard For Major Development
LOC 11.020 Standards For Development 11;
LOC 11.020°2 Storm Water Runoff Quality. All drainage systems shall include
engineering design features to minimize pollutants such as oil,
suspended solids,and other objectionable nnaterial in storm water '
runoff.
•
Pollution control manholes and oil retention catch basins will be
installed to handle parking lot runoff.
LOC 11,020.2 Storm Water Detention. Sufficient storm water'detention shall be
provided to maintain runoff rates)atvtheir natui,61 undeveloped
levels for all anticipated intensitie and durations of rainfall and
provide necessary detention to acjpmplish this requirement.
Storm water detention calculations wvere.
..done for the entire
Centerpointe and Westlake area resUiting in the construction of a
storm water detention facility in the Ball Creek corridor and.
southern drainage way as required by the City. All construction is
complete an functioning with capacity to hold runoff upon this site. .
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LOC 12.010 Drainage Standards For Minor Development
This section is not applicable.
11
LOC 13.010 Weak Foundation Soils
This section is not applicable.
LOC 14.010 Utility Standards
LOC 14.020 Standards For Approval
LOC 14.020.1 Utilities required. The following utilities,whether on or off site
shall be provided to all developments in the City of Lake Oswego,in
accordance with City Standards, Pans and Specifications: sanitary
a sewer systems; water distribution systems; sidewalks and any
special pedestrian ways and bicycle paths; street name signs; traffic
control signs and devices; street lights which shall be served from
an underground source of power; underground utility and service
facilities,as required; streets and provisions for underground
\ •
television cable.
All site utilities arE�appropriately sized and installed at the
III
- perimeter of Centhrpointe Drive with stub-ins to each lot. On site
, \ utilities will be constructed to City Standards with plans submitted
to the City for approval.
, LOC 14.020.2 Easements or right-of-wag for utilities and associated or related
facilities shall be provided by the property owner.
Bicycle and utility easements were provided with the original
�;, construction of the Centerpointe infrastructure,
. 6 \
1vk. LOC 16.010 Hillside Protection And Erosion Control
LOC 16.020 Standards For Approval
LOC 16.020,1 All developments shall be designed to minimize the disturbance of
•
.. , 1') natural topography,vegetation and soils.
1
The site is designed to use the natural topography and have as many
existing trees and other plants as possible.
)
LOC 16,035 Procedures
LOC 16.035,1 Use Of Survey Information. A survey is required for Major
'` Development Permit Applications and is to be used to provide el topographic information for site and building designs
\'' ..
which will minimize disturbance or removal of soils during
construction.
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BIRTCHER
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„,per _,_-,r_ .... _- (,
, • 0 A complete Centerpointetopographic map was performed and is'
the basis for design of 61'4.site. The topography indicate slopes of
M, four percent(4%)to six percent(6%)on the site. The grading plan
will follow the natural contours of the site to minimize cut and fill.
j
LOC 16.035.2 Removal Of Vegetation. Ail development applications shall show
areas where grubbing, clearing or removal of vegetation is to occur,
and shall describe provisions to protect soils during construction.
d
Vegetation will be removed from all building and pavement areas.
Desirable species will be preserved/(in landscape and open areas
when possible. Exposed areas willIji'be covered with straw or mulch if
erosion channels become evident during construction.
LOC 17.010 Flood Plain
This section is not applicable. `� .
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LOC 18.010 Access
LOC 18.020 Standards For Approval
• LOC 18.020.5 The City may require shared access with neighboring sites as an
extension of residential streets across adjacent properties to
provide access to the development if necessary to prevent adverse '
impacts on traffic flow.
This site does share an access point with the One Centerpointe site
which was approved in the Design Review Board approval of One
Centerpointe in 1984, The site is not adjacent to anh residential use
and therefore should require no street extensions.
LOC 19.010 Site Circulation Standards
LOC 19.020 Standards For Approval - Major Development Only
LOC 19.020,1 Private streets within a major development shall conform to the
following requirements:
a. The minimum width shall be 20 feet for two-way streets and 15
feet for one-way streets.
114 b. In those locations where a fire truck may be expected to be
positioned at the time of a fire, leaving no room for passing.
Minimum street widths shall be 24 feet.
There are no private streets within this proposed development, only
driveway access and parkingiot aisles, Driveway access ways will be
in excess of 24 feet wide and all parking lot aisle ways will be at least
24 feet wide.
. IIRTCHER •
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i' LOC 20.010. Site Circulation Standards- Bikeways And Walkways
LOC 20.0 0 Standards For Approval
LOC 20.020.1 Bikeways shall be public.
LOC 20.020.2 Walkways may be either private or public depending on their
location. _,
A pkiblic bikeway exist on Kruse Oaks Boulevard. A public concrete
n sidewalk uxist'on both sides of Centerpointe Drive. ,
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SUMMARY OF NON APPLICABLE STANDARDS
Historic Preservation
Not applicable.
FT
Stream Corridors
There are no stream corridors on this site. ' '`'
. Wetlands ti
•
There are no wetlands on this site.
Street Lights
•
There are no street lights on this site and: 'no standards for parking lotylights. •
Fences
No fences are proposed.
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Draining Standards For Minor Development_ 9'
S
Not applicable.
Weak Foundation Soils
The site is not identified as having the potential for weak foundation soils,
Residential Density
Not applicable,
a
Flood Plain
Not applicable,
OTHER APPLICABLE CODES AND STANDARDS
CHAPTER 44- SUBDIVISIONS
The subdivision and plot has previously been approved by the City of Lake Oswego,
All streets and utilities have been approved and constructed,
CHAPTER 41 - SEWERS AND SEWAGE DISPOSAL
All utilities, including sewer lines have been approved and constructed at the
' Ask
Centerpointe site, This particular site will connect to the existing system,
Mr
\BIRTCHER
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CHAPTER 42- STREETS AND SIDEWALKS
` The Centerpointe site was approved in 1984. AU str 5 d Walks were conere e rutted Cityto the
of L:�ke Oswego standards in 1985 and are in pla
ce.acEordance with City of Lake Oswego standards in 1985 and exist along both sides of
Centerpointe Drive. • -
CHAPTER 43-WATER
The water system is approved and was installed with other utilities in 1984. This site
• will connect to the existing water system.
CHAP
TER 39- SYSTEM DEVELOPMENT FEES
Fees for construction of this site will be collected with the building permit. i.
CHAPTER 55-TREE-CUTTING
LOC 55.050 Application For Permits. Any person desiring to cut one or more
trees shall file application with the Public Works Director for a
permit to do so. Applications shall be made upon forms to be
rescribed and furnished by the City. The application shall contain
ill
the number, size,species and location of the trees to be cut, the tie
and method of cutting or removal, a statement of the reason
ea and r
cutting or removal,and information concerning any proposed
landscaping or planting or any new trees to replace the trees to be
cut. In addition,the applicant shall furnish such other information
as may reasonably be required by the City.
This application does include a request to cut interior trees as part of ,
the Design Review Board approval. The desired trees to be cut are
shown on the Tree Cutting Plan. A proposed landscape plan is
included within this request.
CHAPTER 47 - SIGNS, BILLBOARDS, MARQUEES, CANOPIES,AWNINGS AND STREET
' CLOCKS') x
LOC47,105 Commer dal And Industrial Sign Maximum Area Per Site
1. For a single use in one building on a site,
A) Sign Band: Maximum sign area; the maximum sign shall be
w (,-', 2' high x 80% of the adjacent street frontage. J
B) In addition to the signs allowed by subsection (A) one other
•
n maybe erected, The sign may be free standing ror attached ill .
I to the bilding or roof, subject to the following size restriction;
., .
BIRTC 1-IER
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•
• '1) 2. Highway commercial usages located in the HC zone
without frontage on 1-5 the maximum area will be 40 square
feet.
The project proposes address signs over each entry way, The size of
the address signs will be approximately 10" high by 8'wide.
Additionally, it is proposed that a monument sign be placed in the
southwest corner of the site with the building address "Two
Centerpointe". The monument sign will be constructed &the same
materials as the building and will conform in size to the other
previously approved address monument signs at Centerpointe. The
only other signs will be to designate the shipping/receiving door.
CHAPTER 57 - SOLAR ACCESS
Not applicable.
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LCDC GOALS n
Goal 1 -Citizen InvolveTent
The requirements for citizen involvement is met'through the Design Review Board
public hearing and the City of Lake Oswego Citizen Involvement process. ,
Goal 2- Land Use Planning '
Adoption`by the City of Lake Oswego of the Comprehensive Plan,the Development
Codes and Zoning Ordinances satisfy the Land Use Planning Goal.
Goal 3-Agricultural Lands
Not applicable.
Goal 4- Forest Lands it •
Not applicable.
• •
Goal 5- Open Space, Scenic And Historical Areas And Natural Resources ,
The total Centerpointe site is required by the Comprehensive Plan to 1 ontl�I I 15 ID
acres of the total 35 acres to open space. This site cOntributes 1.75 acres 76,230 ,
square feet,toward the 15 acres. There are no historical areas on this site.
_ Goal 6-Air,Water And Land Resource Quality /'
Storm water quality is maintained through pollution control devices and water ' '
detention. Land resources quality is maintained by heavy re-landscaping.
Goal 7 -Areas Subject To Natural Disasters And Hazards ' ,4;
No known natural disasters or hazard areas exist at the Centerpointe site.
Goal 8- Recreational Needs r
It. '
Public pathways, sidewalks and bikeways are provided throughout the Centerpointe ,,,
' site.
Goal 9 - Economy Of The State
The development of this parcel will have a positive impact on the local and state
economy. The development of this proposed site will contribute in excess of$14 .
million dollars in equipment, material and wages to the local economy. Economics
activity and investment in real estate property create jobs and increased tax
revenues for the State of Oregon. 0 d,
Goal 10 - Housing .
Not applicable.
I °'' C H t
Goal 11 -Public Facilities and Services 4
`,
All public roads and utilities are constructed to the site.
Goal 12-Transportation ' \y
•
The site is readily accessible to InterstateS, Highway 217 and Kr4se Way. The
;, immediate area is serviced with mass transit(Tri-YVlet) having a b,isstop at Kruse Way
and Kruse Oaks Boulevard. As the local area develops into a more dense urbanized
•area, mass transportation should become more accessible as the economy increases. , '' ,
Long range plans call for the modification of the Interstate 5/Kruse lNayfliighway •,
217 interchange.
Internal to the Centerpointe site,sidewalks, pathways and bike ways are already in
place and ready for use.
Goal 13 - Energy Conservation •
Greater efficiency and energy conservation will be realized as the Kruse Way
Corridor is urbanized. Many of the occupants in the Kruse Way Corridor live in the
more immediate areas. Because of this,travel trips from hc'mes to offices become
. shorter, mass transit becomes an increasingly better optioCl for communters. ,
The proposed building on this site targets energy conservation through the use of . ,
high efficiency and computer automated controlled heating, ventilation and air
conditioning, energy efficient lighting fixtures and energy efficient glazing.
Goal 14- Urbanization
The site is within the City of Lake Oswego and the Urban Growth Boundary,
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BIRTCHER FIvY Centerrilinte L�rtr
Luau-`
HUM III:H FRANK I'Ii(11'1•:It'I'll•a Ldf:C rx
�ff Tderl .ne',t r«•a•
r Partners in
FAX t.1
.America's Progress
for 50 Years, a
December 5, 1990 yx r"
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Robert A. Galante
CITY OF LAKE OSWEGO
380 "A" Avenue
eke Oswego, OR 97035W
'RE: Two Centerpointe
Design ReviewBBoard Application
11
Dear Bob:
Attached is a copy of the Centerpointe Traffic Generation and Density Modification E.,tudy •
;.*rformed by Carl Buttke, Inc. in May of 1990 for Birtcher Frank Properties. The report
,includes all calculations and diagrams to support the fact that the Centerpointe Buildings
are generating less traffic than originally assumed in the Kruse Way Transportation Management •
=='rogram and that the Kruse Way and Kruse Oaks Boulevard intersection is operating at
• a "B" level of service. We request that you accept this report as supporting documentation
=ter Design Review Board Approval for the Two Centerpointe project.
Iso, we met with Mr. Buttke and will be making a slight modification to the report to .,
"corporate the approval of the 13,500 square foot of restaurants on the Seven Centerpointe
s to and will submit the modified report as supporting documentation for the ODPS Modification.
you have any questions regarding this matter, please contact me and please feel free
contact Mr. Buttke if you have any question regarding his report.
ncerely,
BIRTCHER FRANK PROPERTIES
r
Lewis, RE.
ce President of Construction
\�,L/k m/Gen//3`i/020
cc: Dick Spies - BOOR/A
Randy Young
2 CP 20,`;,6,03
1110 XHIIb;T
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Centerpointe
Traf# a `generation
fi. and
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.Density Modification
Lake Oswego, Oregon
•
► CARL BUTTKE, INC.
rCONSULTING TRANSPORTATION ENGINEERS
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, CENTERPOINTE TRAFFIC GENERATION •
a AND •
' DENSITY MODIFICATION
LAKE OSWEGO, OREGON
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To: Birtcher Frank Properties
Prepared By: Carl H. Buttke, P.E.
,,
May 2, 1990 ''
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CARL AL TIRE,INC.
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TABLE OF CONTENTS '
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INTRODUCTION 1i 1
DESCRIPTION OF SITE 0 1
d
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Centerpointe ;��1, 1 •
Other Developments -'VI 1
TRAFFIC IMPACT ; 4
\�� 1990 Traffic 5
2005 Traffic i 7
Centerpointe Trip generation (i, 10 `
Increased Development Based on Generation 12
Increased Development Based on Increased Street Capacity 15
III• CONCLUSIONS I , 18
APPENDIX �
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19
American States Letter on Alternative Work Schedule 19 'A°
Level of Service Definitions 20
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Level of Service Calculations 22 , c
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41111 ll
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CARL BUTTKE,INC • ,.
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( • LIST OF TABLES
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1. Status of Centerpointe Development 39
2. Kruse Way Traffic Growth 11
3. 1990 Centerpointe Trip Generation
7' .
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LIST OF FIGURE) a �,
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Page
1. Centerpointe Site Plan 22
2. 1990 PM Peak Hour Traffic 6
3, 2005 PM Peak (Hour Traffic 148
4. 2005 PM Peak Hour Traffic,
Site With 612 T,G.S.F. of Office 16
5. 2005 PM Peak Hour Traffic,
Site With 700 T.G.S.F, of Office
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CARL St TTKE.I%C \\
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• ' INTRODUCTION
m
The Centerpointe Office development is located withLn the City of Lake Oswego and has
been zoned and approved for a lower density of development than,office developments on
;
the opp
osite side of Kruse Way in Clackamas County. Consequently, Birtcher Frank '
Properties is exploring means of increasing the density of Centerpointe.
r The purpose of this analysis is to determine if the density of office space could be increased
without adversely affecting the operation of Kruse Way and to maintain consistency with the '
Kruse Way Transportation Management Program.
,
1 ,
DESCRIPTION OF SITE ,
- 410
• Center
pointe
�
The Centerpointe project is approved for 420,000 net square feet of office buildings and a
20,000 net square foot restaurant. The current site plan is shown on Figure 1. The site is
94
approximately 54 percent developed as indicated on Table 1. The one Centerpointe
, 0 `
building is a multi-tenant office building built approximately five years ago. It has had a
r turn-over of tenants and currently 100 percent occupied, The American States building is
' ,:4:
a single tenant headquarters building. Its employees work on two day shifts which lessen
•
the driveway volumes during the peak hours,
•
- Other Development
•
•
There are other existing and future developments served by Kruse Oaks Boulevard. The
LDS Temple is located at the northern terminus of Kruse Oaks Boulevard. The approved
1
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TABLE 1
STATUS OF CENTERPOINTE DEVELOPMENT
+ Net Net or Occupied
Gross Rentable Usable Net Rentable No. of
", : . Building S Ft.q� Sq. Ft. Sq. Ft. Sq. Ft. Employees '
One Centerpointe 98,700 92,780 80,960 92,780 259 .
Five Centerpointe 122,750 113,700 99,580 105,000 237 '
American States 58,600 55,670 55,670 42,000 100-110
Total 280,050 262,L50 236,210 239,870 696-706
Approved Office 494,000* -- 420,000 -- ..
Approved R st. 20,000 -. 20,000
*Approximated at Net or Usable Sq. Ft. m 85% of Gross Sq. Ft.
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development plans fo: the area indicate that approximately 65 to 75 single family dwellings
could be constructed at the northerly portion of Kruse Oaks Boulevard and some 206 to 258 -
multi-family dwellings could be developed on the east side of Kruse Oaks Boulevard.
TRAFFIC IMPACT
The traffic impact of Centerpointe on the intersection of Kruse Way and Kruse Oaks ,y. -
Boulevard is the critical concern related to any increase in the development density of
Centerpointe. Consequently, this analysis addresses the following issues to determine if and �,
what increase in density could occ:tt:
o The current trip generation of Centerpointe in relationship to the assumed
generation in the Kruse Way Transportation Management Program.
k
e The rate of growth of traffic on Kruse Way.
a '
• The amount of capacity utilized and level of service at the intersection of
Kruse Way and Kruse Oaks Boulevard.
The Kruse Way Transportation Management Program was based on assumptions of through
traffic which were developed for the Like Oswego Comprehensive Plan in 1977. The
•
capacity calculations utilized a method developed for the 1965 Highway Capacity Manual.
• Since that time, the 1985 Highway Capacity Manual has been published which totally • A
changes the calculation procedures and bases level of service on delay rather than percent
of capacity,utilized. Also, METRO has made forecasts of traffic in the corridor and Oregon
has develo ed ear 2005 traffic volume forecasts ' ,
� Department of`Transportation (ODOT) p y
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; on Kruse Way west of Kruse Oaks Boulevard for the improvement of the interchange . ,
between I-5 and Highway 217/Kruse Way. Consequently, these analyses will utilize the
latest estimates of future traffic and the latest developed techniques for calculatinglevels
of service and capacity. ,
•
1990 TRAFFIC
x. 4
Measurement of traffic volumes at various locations throughout Centerpointe were made Y
for a one week period in March to determine current trip generation characteristics.
Measurements of traffic at the intersection of Kruse Way and Kruse Oaks Boulevard were
made on two different days to determine the current PM peak hour usage of the
intersection. The 1990 average weekday PM peak hour traffic is shown on Figure 2.
It is estimated that the PM peak hour traffic utilizes 57 percent of the capacity resultingin
a "B" level of service. The definitions of level of service and calculations are contained in > ,,
the Appendix.
{ .
The level of service in the westbound direction appears to be worse than it actually is
because traffic currently queues from the westbound to southbound left turn on the I-5
overpass, This movement is provided with a relatively short green time for a very long
' , , signal cycle, thus causing traffic to queue as far back as Kruse Oaks Boulevard. This •
problem will be resolved with the improvement of the interchange
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Year 2005 Traffic
• ` peak hour was estimated from the ODOT forecasts. These
The year 2005 traffic for the PM al'
4=. are shown on Figure 3 with the approved traffic volumes for the site.
passing traffic was estimated from the ODOT forecasts but also examined in
Thep 8
relationship to the traffic growth since 1982. Table 2 summarizes the traffic growth on
Kruse Way in the east and westbound direction passing Kruse Oaks Boulevard. As
indicated, the growth in the westbound direction appears to be increasing as expected.
However, the growth in the eastbound direction currently is lower than expected by ODOT
•
since the 1990 volume when extrapolated to 2005 is less than the ODOT forecasts. s
',. Nevertheless, the ODOT forecasts of passing traffic were utilized to be on the conservative
, , • ., , 0 or high side.
•
The
estimated level of service is calculated to be in the "D" range with 101 percent of the ;
•
capacity being utilized by the year 2005. ; 1.
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TABLE 2
TRAFFIC GROWTH ON KRUSE WAY
PM Peak Flour
• -,'
0
Westbound Eastbound ,
1982 755 940
. :. 1990 1,125 1,080 ,
2005 Extrapolated` 1,820 1,340
2005 ODOT Forecast
s 1,835 1,590
• " °Extrapolated from the growth trend between 1982 and 1990, • •
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Centerpointe Trip Generation
The vehicle trip generation for the existing office buildings in Centerpointe was calculated
from the traffic volume measurements and the size of buildings. The generation was then
•
compared with the assumed generation for the Kruse Way Transportation Management
•
Program. The derivation of the trip generation rates is shown on Table 3.
4.
As indicated on Table 2, One and Five Centerpointe have lower trip generation rates in
1990 than that assumed in 2000 without a management program. These buildings are multi-
tenant. One Centerpointe is nearly five years old and is considered a mature office building
and similar to those measured in the Institute of Transportation Engineers (ITE) Trip
Generation Report. The actual generation measured in 1990 without a management
•
program, the
program is less than that assumed. Consequently, with a management p g
generation rates will be even lower.
The generation rate for the American States Building with a management program has a
much lower generation rate than assumed with a management program.
Consequently, an increase in total building space could occur without affecting the originally
,
assumed driveway volumes entering and exiting Kruse Way.
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TABLE 3
1990 CENTERPOINTE TRIP GENERATION i
r •
PM Peak Hour Driveway Volumes
�, • Occupied Driveway Volumes Rates Per 1000 G.S.F.
Size
Building
T.G.S.F. Enter Exit Enter Exit •
One Centerpointe 98.7 33 116 0.33 1.18
Five Centerpoi.yte 113.4
26 158 0.23 1.39 •
•
59 0.28 1.29
E 212.1 274
• Average
A,. 1 46
0.02 1.04
American States 44.2 a •
Kruse Way Transportation Management Program 0.201.42 1.
,
W/O Mgmt. Program
' . 0.21 W Mgmt. Program ''
'
T.G.S.F. _ 1,000 Gross Square Feet
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Increased Development Based on Generation ' '
The lower trip generation actually occurring at Centerpointe than what was assumed could
result in a higher amount of development without a change in driveway volumes at Kruse
•
Way.
In 1984, the City approved a modification of the Centerpointe development. At that time, d ^r
the driveway volumes entering and leaving Kruse Way were defined as acceptable for the •• `
year 2000 with a Transportation Management Program. There were 175 vehicles entering
• and 675 vehicles exiting during the PM peak hours for a total of 850 vehicles per hour. ;,
These driveway volumes remain as the control on the site density. ;•
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',-", The current average trip generation rates for Centerpointe with the American States •
iH I
building is as follows:
e PM Peak Hour Enter 0.28 trips/1,000 Gross Square Feet
e PM Peak Hour Exit 1.29 trips/1,000 Gross Square Feet
mq
These rates do not include the effect of the Transportation Management Program. The ,c,,
.' following indicates the factors and effect of such a program. :.
PM Peak Hour Enter = 0.28 x .95 = 0,27
•
PM Peak Hour Exit — 1.29 x +$9 = 1,15 .;, „,
PM Peak Hour Total — 1,42 °
1
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CARL BCTTKL,INC
Consequently, the total two-way PM peak hour generation rate with the Transportation
Management Program is 1.42 vehicle trips per 1,000 gross square feet. The following
calculation indicate's that a maximum of 612,000 gross square feet of office space could be
developed at Centerpointe without changing the total PM peak hour driveway volume. •
Approved Total Driveway Volume 850 VPH
Less American States Building -65 VPH
Remaining Office Bldg. Volume 785 VPH
785 VPH + 1.42 = 553,000 G.S.F.
American States Bldg. 5$,0Q G.S.F.
Total Office 61.1,600 G.S.F.
Note: ,VPH = Vehicles Per Hour
G.S.F. = Gross Square Feet
Figure 4 indicates the resulting year 2005 PM peak hour volume at the intersection of Kruse
Way and Kruse Oaks Boulevard with the site containing 612,000 gross square feet of office
space. 2-12
The resulting level of service was calculated to be a ''D" level by the year 2005 with 95
' percent of the capacity being utilized by the traffic. The calculations are shown in the
Appendix.
13
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KRUSE WAY BLVD. .J 1 L ç - 15
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1835 ter► t
125 r0 in Nt
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FIGURE 4
2005 F. T. PEAK oU RAFT ►c
•, C SITE WITH eI2 TGSF OF OFFICE
,
CARL BLTTKE,•
INC.
•
Increased Capacity Based on Increased Street Capacity 1
It is also possible to increase the Centerpointe density by providing more capacity to the
roadway system. The capacity could be increased by adding a right-turn lane to southbound
Kruse Oaks Boulevard and by extending the westbound right-turn lane on Kruse Way from
Bangy Road to Kruse Oaks Boulevard: •
It is estimated that this increased capacity would permit Centerpointe to be developed with
700,000 gross square feet of office space or an increase of 88,000 gross square feet above
the 612,000 grosssquare feet.
1/
Figure 5 indicates estim0 . is
•
intersection would operatethe at aated"D"year level of20 5 servitrafficce, withvolumes traffic utilizing 94 percent estimatedthat of thee th
® capacity.
Conclusions
The Centerpointe site is currently approved for 420,000 net or 494,000 gross square feet of
office space and 20,000 gross square feet of restaurant.
15
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FIGURE 5 .
2005 F.M. FEAK 1-10UIR TRAFFIC
(SITE WITH '100 TC,ISF OF OFFICE)
16
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CARL!Ell TTKE.IVC• ,
•
The Centerpointe buildings are generating less traffic than originally assumed in the
A
Kruse
one
Way Transportation Management Program, If only general office space were developed
the site, it could contain 612,000 gross square feet of office space without increasing the
approved PM peak hour driveway volume.
s
The site could be developed to 700,000 gross square feet of office if Kruse Oaks Boulevard
were widened to include an additional right-turn lane and Kruse Way widened by extendin
the existing westbound right-turn lane at Bangy Road to Kruse Oaks Boulevard. g
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C4R1.131. 11a,INC
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APPENDIX
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18
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r SMUT 040041X
1 1.1 +1 itl <� A NJ ,S.W.CENTERr01NTE i Amyx
LAKE OSWEGO.OREGON 97005 LAKE OSWE00,OREGON 97005
.................y...............)
Malt(500)6844200
'OMANO DMS ON
March 1, 1990 RECEIVED
MAR 0 3 1990
1lirtcher
Attn: Randy Young BIRTCHER
5 S.W. Centerpoint Dr.
Suite 400 _
Lake Oswego, OR 97035
(
Dear Randy:
Per our telephone conversation this date, our work hours and
approximate number of employees for each flex time is as follows:
Monday thru Thursday / Employees
7:30 AM to 4:00 PM 75-80
11110 8:00 AM to 4:30 PM 25-30
Fries 12
7:30 AM to 2:45 PM
8:00 AM to 3:15 PM
If you need any other information, please advise.
Very truly yours,
AMERICAN STATES INSLRtANCE
‘111---i; ; "041e % t
an Windell
Personnel/Administration Mgr.
JW/jp
• 19
AMEFnGW STATES INS JAANCE COrwAMi . AirEl`CAN ECQNOW essuNMitE COurA11V • AWIAPICAN STATES UFt I s$Ai CE COIPANV
A ieftWA STATES NSUROC CO1rPAiry Oi TEXAS • AAaE11ICAM STATES P1IEFEARED INUAINCE COAMANII
• A►rEnCAN UMON 1Epu *INCE Ca+arANr
(iMsmbers b Local Naomi Capaaion
CARL BL'TTKE.INC•
•
Level of Service Description
Level of service is described by grades A through F with A describing a very high level
and F describing extreme congestion and failure of the system. Level of service D is
generally considered an acceptable condition in urban areas. The level of service for
signalized intersections j tips defined in terms of delay. Delay is a measure of driver
comfort, frustration, fuel consumption, and lost travel time.1 The table below
summarizes the level of service criteria for signalized intersections.
LEVEL OF SERVICE CRITERIA FOR SIGNALIZED INTERSECTIONS
Stopped Delay
Per Vehicle
Level of Service ' in Seconds
A Under 5.0
E 5.1to15.0
C 15.1to25.0
D 25.1 to 40.0
E 40.1 to 60.0
F Over 60.0
The level of service for non-signalized intersection operation is a function of the reserve
capacity or amount of capacity not used by the traffic demand crossing or entering the
main street from a stop sign controlled street, The following describes the level of
service criteria for non-signalized intersections.
1Transportation Research Board. Highway Capacity Manual.,
;Wecial Report 209. National Research Council, Washington,
D.C. , 1985.
20 • •
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CARL Bt TTKF..INC
LEVEL OF SERVICE CRITERIA.FOR NON-SIGNALIZED INTERSECTIONS
•
Level of Reserve Expected Delay to
Service Capacity' Cross Street Traffic
A Over 400 Little or no delay
g 300-399 Short traffic delays
C 200-299 Average=traffic delays
•
D 100.199 Long traffic delays
E 0-99 Very long traffic delays
F 0 Extreme traffic delays
'Passenger Cars per hour.
Source: I
•
.
21
AN,
4111
\. INPUT_ =�WORKSHEET ,
' Intersection:KRUSE WAY & KRUSE OAS Date: 1990
Analyst:CHB TimePer-i�od Anlyzd:PM PK HR Area Type: CBD XOther
, Project No .BFP1P4 Cty/State:LAKE OSWEGO , OREGON
_=--_
VOLUME AND GEOMETRICS KRUSE OAKS N/S ST .
265] 10 ^
• • o SB TOTAL 1 1 -
I 12 .0 1 1125 <- [1165]
< V > i 12 .0 -WB TOTAL
( N ) 150 30 85 RT LTH 30 v
iii
< )
NORTH v . ^---RT-12 .0 '-1
<---TH--12 .0 '-2
1 1-12 .0 '-LT---^ LT-12 .0 '-1
2-12.0'--IFH---->
IDENTIFY IN DIAGRAM 1-12 .0 '-RT---v ^
1 .Volumes . --- ( >
' 2 .Lanes , lane widths LTH RT KRUSE WAY
3 .Movements by lane 80 12 .0 ; E/W STREET
• ; 4 .Parking locations - ; 12 .0 10
• : 5 .Bay storge lngths [1210] ->1080 1 1 1 40 <^> 15
6 . Islands E/B TOTAL - ; [ 65] 410
7 .Bus stops V 50 11 N/B TOTAL
: TRAFFIC AND ROADWAY CONDITIONS
AD Grd . % HV Adj .Pkg .Lane Buses PHF Cnf .Ped Pedstrn Button Arr .
: or ( % ) Y/N Nm ( Nb ) ( pd/hr ) Y/N Mn .Time Type
EB +1 .0 1 .0 N 0 0 0 .95 50 Y 20 4
WB +0 .0 1 .0 N 0 0 0 .95 50 Y 20 4
NB +1 .0 0 .0 N 0 0 0 .85 50 Y 25 3
SB +0 .0 2 .0 N 0 0 0 .85 50 Y 25 3
; Grade : +up ,-down Nb:buses stopping/hr Min .Timing: min .green for
HV :veh . > 4 whls PHF:peak-hour factor pedestrian crossing
Nm : pkg .maneuvers/hr Cnf .Peds:Cnflctng peds/hr Arr .Type: Type 1-5
' PHASING
- *
0 +
I ***** <***** <+*+>
i'. A * V.,,
G v „ -
' R * * ^
A ***** *****> *****> <+*+>
M + + *
v v
lill . .
1 .
Tim- G= 0 ,0 G= 0 .0 G= 0 .0 G= 0 .0 G= 0 .0 G= 0 ,0 G= 0 .0 1 G= 0 .0
i rg Y FR= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0 Y+R= 0
Ptrd/Act ; A A A A
' Protected turns: ****^ 0000", ' Pef.mitted turns : ++++^ `m i ; Cycle Length 90 sec
.............r.61, ,, .
0 •
Intersection:KRUSE WAY & KRUS ,, OAKS Date: 1990
, Analyst:CHB TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther
project No .8FP1P4 City/State:LAKE OSWEGO , OREGON
•
(CAPACITY ANALYSIS WORKSHEET
==========sass==a=====__________=====sass==== ====.a====a=====__
i e cJ 6 7 8 9
' LANE HGROUP 3 4 i
Adjusted Ad .Sat' Flow Ratio Green Ln .Grp v/C Crit . '
1 2 Flow Rate Fiw .Rt Ratio Capac . Ratio ?
, ; Appr . Mvmt . v s v/s g / C c ,vph X Lane ,
(vph ) ( vphg) 3/4 I 4x6 3/7 Grou`a
A
84 - 1693 0 .050 - 0 .087 147 0 .570 *** ,EB ; E 1194 - 3564 0 .335 - 0 .663 2363 0 .505 -
•
P 53 - 1472 0 .036 - 0 .663 976 0 .054
A 32 - 1701 0 .019 0 .033 56 0 .570 -
UB E 1243 - 3582 0 .347 - 0 .609 2181 0 .570 ***
P 11 - 1480 0 .007 - 0 .609 1 901 0 .012 _
1
,NB C 59 - 1722 0 .034 - 0 .204 351 0 .168 --
p 18 - 1480 0 .012 -• 0 .204 302 0 .060
Illk - 350 0 .385
SB C 135 - 1718 0 .0790 .204
p 176 - 1515 0 .116 - 0 .204 309 0 .570 *** ,
Cycle Length= 90 .0sec , Lost Time/Cycle ,L= 9 .0sec , S( v/s )cis 0 .513 , Xc=O .570 ,
*** = PROTCTD , +++ = PERMTTD ,GROUP DIAGRAMS- [ ### = PROTCTD & PERMTTD]
A - C - E P 0
lc*** */**5 ****) ++++ ****
'I + * i
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CARL H . BUTTKE , INC . , PORTLAND , OREGON , using NCAP by PSI
,
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.ntersection:KRUSE WAY & KRUSE OAKS Date: 1990
Analyst :CHB TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther
roject No .BFP1P4 City/State:LAKE OSWEGO, OREGON
x=ss=a=====
' LEVEL-OF-SERVICE WORKSHEET_____•
First Term Delay Second Term Delay Tot.Dela
- NE : 3 4 7 8 1 9 1 10Y_&: 13
3OUP v/c Green Cycle Delay Lane Delay Prgrsn;Lane Gp 11 Al2 1 1r
a , PPrchlApr
Ratio Ratio Length dl Group d2 Factor ' Delay Gp 1 2 X g/C C sec/veh Cap ,c sec/veh PF sec/v!eh LOS sec/veh Tbl
4, My (sec ) ( vph ), T .9-13 ( ,+8 )*9 9-1
9-1
A 0 .570 0 .087 90 .0 29 .99 147 3 .75 .00 _�`33 =74 1 :_= sa====; ___
E 0 .505 0 .663 90 .0 5.04 2363 0.15 0.62 3 .71 '' A
a
•
P 0 .054 0 .663 90 .0 4 .03 976 0 .00 0.62 2 .50 A 5 .56 8
A 0 .570 0 .033 90 .0 32.59 56 8 .94 1 .00 41 .54 E
4� E 0 .570 0 .609 90 .0 8 .01 2181 0 .27 0.62 5 .13 B 6 .02 ' B
P 0 .012 0 .609 90 .0 5 .27 901 0 .00 0 .62 3 .27 A
. , NB C 0 .168 0 .204 90 .0 22 .44 351 ' 0 .02 0 .85 19 .10 C 18 .99
. .
P 0 .060 0 .204 90 .0 21 .94 302 0 .00 0 .85 18 .65 C 11111
F
3R C 0 .385 0 .204 90 .0 23 .52 350
Q : 0 .570 ; 0 .204 90 .0 24 .52 309 1J86 0 .85 20 .30 C 21 .50 C -
.86 0 .85 22 .42 C
: Intersection Delay 7 .75 sec/veh , Intersection LOS B Table 9 .1
,
ANE GROUP DIAGRAMS- (*** = PROTCTD , +++ = PERMTTD, ### = PROTCTD & PERMTTD7
A C ^
E P Q
*
***: ****> ****> ++++ ****
+ *
. / v v
1
1
CARL H . BUTTKE , INC . , PORTLAND , OREGON, using NCAP by PSI
4110 : ,
24
0
INPUT WORKSHEET g
tIntersection:KRUSE WAY b KRUSE OAKS
Date:2005 AS APPROVED
Analyst:CHB TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther
4iiios==sect No
.BFP1P1 City/State:LAKE OSWEGO , OREGON
sssss=ss.-sxsss=s=szssanssaasassaaaa=KRu$,E OAKS N/S ST . _ a m..as
UME AND GEOMETRIC$ [ 395] 55
•. SB TOTAL 1 1 A < v ) 1 12 .0 1590 <- [1720]
12 .0 1 -W8 TOTAL
1
120 10 265 RT LTH 7S v
1
I ( >
yv III ^---RT-12 .0'-1
NORTH (---TH--12.0 '-2
1-12.0•-LT- v---LT-12 .0'-1
-�-�
2-12 .0'--T1-=--)
IDENTIFY IN DIAGRAM 1-12.0'-RT=--v--- ( )
1 .Voluesr� , LTH RT KRUSE WAY
, 2 .Lanes ,lane widths ' 12 .0 ; E/W STREET
3 .Movements by lane 240 ' 15
4 .Parking locations - • m
1' 12 .0 1 170 <15 150
S .Bay stc�r9e lngths E%820TOTAL ->1835 [ 335]
6 .Islands v 125 N/B TOTAL
.Bus stops
,TRAFFIC AND ROADWAY CONDITIONS =
, = = - =-==
. a.4p i Grd . % HV Adj .Pk9 .Lane Buses
j PHF Cnf .Ped
( pd/hr ) PYdstrn/NMButton.Time Type
Y 20 4
x ' +1 .0 1 .0 N 0 0 0 .98 50 Y 20 4
+0 .0 1 .0 N 0 0, 0 .96 50 3 ,
°
0 ' 0 .85 50 Y 25
IFIF +1 .0 0 .0 N:58; +0 .0 2 .0 N 0 0 i 0 .90 50 Y 25 3
Grade +up ,-down Nb:buses stopping/hr Min .Timing: min .green for
*HV:veh . > 4 whls PHF:peak-hour factor pedestrian crossing
Nm:pkg .maneuvers/hr Cnf .Peds:Cnflctng peds/hr Arr .Type: Type 1-5
PHASING Vt
14
..
D +
I ***** <***** (+**)
•
v
Gv , ,.
R * * (**+)
A ***** *****) *****)
M + + *
* �, n
r' .. v v- --- -------- -� 0 .0 G= 0 .0 G 0 .0
Tim- G- 6 .0 G= 8 .'0 ., 59 .0 G= 19 .0 G=
16 .0 G
. . ing Y+R= 114 Y+R= 112 Y+Ra. 61 Y+R= 101 Y+R=; 104 Y+R= 0 Y+R= 0 Y+R= 0
Ptmd/Acti A
�otected turns: ****� 000o5\"1 Permitted turns: ++++- ; Cycle Length 120 Sec .
CARL H . BUTTKE , INC . , PORTLAND , OREGON , using NCAP by PSI
25
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•
•
• Intersection:KRUSE. WAY & KRUSE OAKS Date:200S AS APPROVED .
,Analyst:CHB TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther ; .
Project No .BFP1P1 City/State:LAKE OSWEGO, OREGON
=s====s===isa=== ss=====ma=ss=====_____
CAPACITY ANALYSIS WORKSHEET
M.zsssza_=samesx=ss=s===ssu==sx==as=ss=====:=suss====s=s==-=
LANE GROUP 3 4 5 ' a__
6 7
--- Adjusted Ad.Sat Flow Ratio Green Ln .Grp v/C Crit .
K 1 2 Flow Rate Flw•Rt Ratio Capac . Ratio
:APPr . Mvmt. v s v/s g / C c ,vph X Lane
(vph ) (vphg) 3/4
===x= a=sss ==suss==s=a smarm mum=szazs=s=== ssasasas mssas= az=sss= x====
A 245 q - 1693 0 .145 -
• -8 E 1966 - 3564 0552 - 0•583 2079 0.946 -
0+142 240 1 .022 ***
k
e
P 128 - 1472 0.087 -
0.583 859 0.149
-
A 78 1701 0 .046 0.050 85 0 .917
US E 1739 - 3582 0.485 -
p 57 0.492 1761 0.987 ***
- 1480 0.0390.492 728 0.078°
t , -r -
`
NB C 218 1712 0.127 0.133 228 0.955 ***
P 176 - 1480 0.119 0.133 197 0.892 -
1
BB i C 305 - 1700 0.179
�
0 133 - 1515 0 .088 - 0.158 269 1 .133 ***
0 .158 240: . 0 .555 -
, Cycle Length= 120 .0sec , Lost Time/Cycle , = 9 .0sec , S( v/s )ci 0 .937 , Xc=1 .0
LANE GROUP DIAGRAMS- (*** = PROTCTD , +++ =
PERMTTD , ### = PROTCTD & PERMTTD]
E E P 0
* *
=zit* ****j ** c*) ++++ ****
*
+ ____ V V
CARL H . BUTTKE , INC . , PORTLAND , OREGON , Using NCAP by PSI r
•
26
• Intersection:KRUSE WAY & KRUSE OAKS Date:2005 AS APPROVED
; Analyst:CHB TimePeriod Anlyzd:PM PK HR Area Type: CBD XOther
'-Project No .BFPIPI City/State:LAKE OSWEGO , OREGON ,
====== = ===s==== ==== ========= =======mg================= ==
LEVEL-OF-SERVICE_WORKSHEET
First Term Delay Second Term Delay Tot .Delay &_LOS
ANE 3 4 ( 5 ' 6 7 8 9 10 111 12 13
ROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln, Apprch Apr
---- Ratio Ratio Length 'di Group d2 Factor Delay Gpl Delay LOS
2 X g/C C sec/veh Cap ,c sec/veh PF sec/veh LOS' sec/veh Tb1
p My ( sec ) (vph) T .9-13 (6+8 )*9 9-1 I 9-1
_= s= ===sacs ::=a: suss:: s=:a:: mum: ssrs::= ass=a s:=:=s: =:= _______ ___
A 1 .022 0 .142 120 .0 39.28 240 51 .18 1 .00 90.46 F
B E 0 .946' 0.583 120.0 17.66 2079 7 .24 0 .78 19.42 C 26 .09 D
P 0 .149 0.583 1'20.0 8 .67 859 0 .01 0.62 5 .38 8
A 0 .917 0 .050 120 .0 43.13 85 49.50 1 .00 92.63 F „
.8 E 0 .987 0.492 120 .0 22 .90 1761 13.99 0.78 28.78 D 30.79 D
P 0 .078 0 .492 120 .0 12 .26 728 0.00 0 .62 7.60 B
NB C 0 .955 0.133 120.0 39 .25 228 34 .28 0.85 62 .50 F 58 .85 E
t P 0 .892 0 .133 120 .0 38 .87 197 25 .04 0 .85 54 .33 E
r
r ,
BB : C 1 .133 0 .158 120 .0 39 .37 269 94 .34 0 .85 113 .65 F 88 .83 F
• " 0 0 .555 0 .158 120 .0 35 .41 240 2 .12 0 .8S 31 .90 D
tersection Delay 35 .84 sec/veh , Intersection LOS D Table 9 .1
E GROUP DIAGRAMS-C*** = PROTCTD , +++ = PERMTTD , #44 = PROTCTD & PERMTTD]
A C " E P 0
* i
*rat* ****) ****) ++++ ****
+ *
' ') V V
CARL H . BUTTKE , INC . , PORTLAND, OREGON , using NCAP by PSI
•
41110•
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INPUT WORKSHEET
: Inte,nsection:KRUSE WAY & KRUSE OAKS
Al�a. +st:CHB Da 05te:20 W/612TGSF OFF
TimePeriod ,Anlyzd:PM PK HR Area Type: CBD XOthe '
Project No.BFPIP2 City/State:LAKE OSWEGO, OREGON
r
=a= sacaa=siaaa=a=a=xss
sa====a======a===aaom==a=a=a============a=======a==
' VOLUME AND GEOMETRICS
KRUSE OAKS N/S ST .
.• "
SB TOTAL 1 1 1
12.0 1 1590 <-
• . 280 V ) 12.0 i12.0 1 -WBi740]
TOTAL
(N 30 190 RT RTH LT ; 75 v
MP
1 III
,
NORTH < < >
v <"--RTH-12.0 '-1
1-12.0 '-LT-- <---TH--12.0'-2
2 v---LT-12.0 '-1-12.0'--TH--->
IDENTIFY IN DIAGRAM 1-12 .0 '-RT---v 1
2 .Lanes a lane widths <
3.Movements by lane ^ 225 LTH RT KRUSE WAY
12.0 ; E/W STREET
4 .Parking locations -
5 .Bay storge lngths [2185] ->1835 ' 12.0 IS
•
' .Islands E/B TOTAL - 1 1 170 <�> 150 '
7 .Bus stops v 125 [ TOTA
rRAFF:C AND ROADWAY CONDITIONS N/B TOTAL
• AP i Grd, ' _-----=='=ate -_
- ' % HN Adj.Pkg.Lane Buses PHF Cnf .ped Pedstrn ButtonArr .
pr ; (%)1 Y/N Nm ( Nb )
-r _ (pd/hr ) Y/N Mn .Time Typ
EB +1 0,1 1 .0 N 0 0 0.98:JB +0_0 : 1 .0 50 Y 20 4
. , NB +1 _p; 0.0 i N � 0 0 0 .96 50 Y 20 4
SB-+0_p;i 2 .0 i N 0 i 0 0.85 50 Y
0.90 50 25 3
Grade: �uP .-down Y 25 3
HV :veh:_ > 4 whls Nb:buses stopping/hr Min .Timing: min .green for
PHF:peak-hour factor
pedestrian crossing
Nm :pkg . ,aneuvers/hr Cnf.Peds:Cnflctng Peds/hr Arr .Type: TYpe -5-a=======s=====___�:___ z===== _ _PHASING D *
+ *
I .z**** <***** <+**> o
A le
G v " - V
R * *
A ***** *****) *****> i ..
' M + + <**+)
*
r
Tim- G= 6 .0 G=
i
in- Y 6.0114 Y+ _ 8.0 G= 59 .0 G= 19 .0 G= 16 .0 G= „1
R= 112 Y+R= 61 Y+R= 101 Y+R= 104 Y+R= 0 .0 G= 0 .0 � +R 0 .0
0 Y+R=
• otmd/Ac tM A A O� Y+R= 0
A A A , .__
Protect_ .
Ad turns: ****^ -. ---
0000" 1 Permitted turns: ++++"
-� �- cycle Length 120 Sec
CARL H . ,BUTTKE , INC . , PORTLAND , OREGON, using NCAP by PSI
28
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,
ritersection:KRUSE WAY & KRUSE OAKS Date:2005 W/700TGSF OFF
•
, ,ra1yst:CHB TimePeriod Anlyzd:PM PK HR Area Type\\ CBD XOther
`-o ject No .BFP1P3 City/State:LAKE OSWEGO , OREGON
==========s==z=szs==sz===sss=ss==ssssz=sss=zs==s=ssz==========:=:sass====s
CAPACITY ANALYSIS WORKSHEET
x=====sass=sssssssas==sss=azs======s=zszzss=sssas=s:zzs=== ssss=====__
1
LANE GROUP 3 4 , 5 1 6 7 8 9
g ___ Adjusted Ad.Sat' Flow Ratio ' Green Ln.Grp v/C Crit . ,
2 Flow Rate Flw .Rt Ratio Capac . Ratio ?
ppr . Mvmt . v s v/s g / C c ,vph X Lane (
(vph ) (v'Phg ) 3/4 4x6 3/7 ;Group`
t ===== ==sss{szsssssssss =eszss sssssszsusssa=ass asses=s ==sass s=s===s0a==== 1
A 245 - 1693 0 .145 - 0.142 240 1 .022 -
EB E 1966 - 3564 0 .552 - 0.583 2079 0 .946 ***
P 128 - 1472 0 .087 - 0 .583 859 0 .149
• a ' A 78 - 1701 0 .046 - 0 .050 85 0 .917 ***
ytB N 1907 - 5331 0.358 - 0.492 2621 0 .728 -
Ng C 218 - 1712 0.127 - 0 .1G3 228 0 .955 ***
P 176 - 1480 0.119 - 0 .133 197 0 .892 -
-
A 239 - 1693 0 .141 ` - 0 .158 268 0 .892 -
SB N 437 - 2994 0 .146 - 0 .158 474 0 .922 ***
i
V_Vle Length= 120 .Osec , Lost Tune/Cycle ,L- 9 .0sec , S( v/s )cis 0 .871 , Xc=0 .941
-ANE GROUP DIAGRAMS- [*** = PROTCTD , +++ = PERMTTD , 000 = PROTCTD & PERMTTD]
C - E N P
* *
Itm * ****> ****> ****> ++++
+ +
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CARL H . BUTTKE , INC . , PORTLAND , OREGON , using NCAP by PSI
/ -,
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ISO .
4 32
•
•
Interseption:KRUSE WAY & KRUSE OAKS
Date:20W/7005D OFF: Analyst:CHB TimePeriod Anlyzd:PM PK HRAr®a Type: CB XOt No .BFP1P3 City/State:LAKE
OSWEGO, OREGON
============sari:==s======sari:==ssa==:s=
� sazs==--a-ssa:zas:a=xzxzmax-�-z
__ LEVEL-OF-5ERVICE_,WORKSHEET '
_.__._First Term Delay__
ANISecond Term Delay
3
° 4 5 6 7 8 _.,_r�.•i Tot .Delay_&_L13
.ROUP v/c Green Cycle Delay Lane Delay Prgrsn Lane Gp Ln Apprch Apr
' Ratio Ratio Length d1 Group d2 Factor Delay Gp Delay
2 X g/C C sec/veh Cap,c sac/veh PF TLOS
bl
,� My (sec) ( vph) sec/veh LOS sec/vela Tbl
T.9-13 (6+8 )*9 9-1 9-1
s: m: z=ma sm:z=a masts sxsssss sass: smsas rss=:a Atari:: ess ,w==sett= - _
A 1 .022 0 .142 120.0 39.28 240 51 .18 1 .00 90.46 F -
B E 0 .946 0.583 120.0 17.66 2079 7.24
P 0 .149 0 .583 120.0 8 .67 0.78 19 .42 C 26 .09 D
859 0.01 0.62 5 .38 8
A 0 .917 0.050 120.0 43.13 85 49.50 1 .00 92 .63 F
..3 N 0.728 0.492 120.0 18.35 2621 0.74 0.71 13 .55 B 16 .66 C
- -
NB C 0 .955 0.133 120.0 39.25 r
0.85 62 .50 P 0 .892 0 .133 120 .0 38 .87 197 25.04 0 .85 54 .33 F 58 .85 E
A 0 .892 0 .158 120 .0 37.61 268 20 .15 1 .00 57 .77 E
SB N 0 .922 0.158 120 .0 37 .82 474 16.89 0.85 46 .51 E 50.49 E
; Intersection Delay 28 .07 sec/veh, Intersection LOS D
Table 9 .1
LANE GROUP DIAGRAMS- [*** = PROTCTD , +++ = PERMTTD , ### = PROTCTD & P
A .• C ' ERMTTD]
* E N P er
**** ****> ****> ****> ++++
,
+ +
v v
CARL H. BUTTKE , INC . , PORTLAND , OREGON , using NCAP by PSI
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33
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• • •
• IIIIII. V111 .1.111.. AO NIMINIMMO
„ 90425
Birtche��-Frank Properties August 30, 1990
Five Centerpointe Drive, Suite 400
Lake Oswego, Oregon 97035
Attn: Mr. Ken Lewis '
Re: Preliminary Geotechnical Considerations;
Two Centerpointe, Lake Oswego, Oregon
• Dear Ken:
A preliminary geotechnical report is provided herein concerning subsurface condi- ,
tions underlying the Two Centerpointe project, and the requirements'-for founding the '
proposed building on the site. The Two Centerpointe project will be located on ,
Lot 6, within the Centerpointe development, Lake Oswego,
\ .
We understand that the project will include a six-story office building of about
ID •
120,000 gross square feet with associated access drives,and surface parking. The
• building will be constructed at or close to existing site grades.
We have provided geotechnical services at Centerpointe in connection with American
States Insurance Building, and for both Centerpointe One and Five. Based upon our
background of project experience, and the recent field explorations at the site, we , ,
believe that the Two Centerpointe site is underlain by 15 to 20 feet of loose to .
medium dense sandy silt to silt with some sand, which grades to stiff gray silt to
. depths in the order of 20 to 25 feet. Typically, the stiff gray silt caps a residual gray
silty clay which is formed from basalt bedrock parent material, The clay grades into
severely weathered basalt, and slightly weathered gray basalt with depth, The '
ground water table was found at about depth 7 to 10 feet on April 26, 1990, ''
•
♦ The silts are relatively weak foundation soils, Hence, we presently anticipate that the
six-story office building will be founded on pipe piles, driven into the underlying be-
. salts to refusal. An allowable axial capacity of 100 tons per pile may be used to
select the number of piles required to support column and wall loads, An uplift
- . capacity for the pipe piles or H-piles may be used to resist overturning at the shear
III wails, We presently estimate that an allowable uplift capacity of 5 to 10 tons per pile
could be used in your preliminary design.
g EXHIBIT
7
Me site Is relatively level, and hence, the risk of slope instability is negligible. Side-
;lopes of cuts will be laid back to a stable configuration, or the slopes will be pro-
sided with retaining walls.
•
r Exposed silt will be covered with landscaping, or with pavement to control erosion,
n conclusion, based upon our experience within the Centerpointe development, we
)elieve that standard engineering/architectural practices can lead to satisfactory per-
• ormance of the proposed project.
Ve will be able to confirm ail the above information upon completion of our final
►ngineering analysis and foundation investigation report within a couple of weeks.
'lease contact us if you have any questions regarding the above information.
Eery truly yours,
..R. Squier Associates, Inc.
'y rv;ap
iaiid Behboodi
'roject Manager/Associate •
iB/LRS/es
•
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■ 150 W ' 3h Pressure Sodium
R Type V Quadrateotornetric
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:� '.1; Footcandle Values for the Following Curves
l •- ad,I tta ' ... A BIC DIEIFIG HIH/1111J KIL *
`. 1 21 14 9.2 5,8113.6 12.3 1.4 .921 .721 .561 .36 .231 .14 4.4
10 2 I
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, i 2 II1
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4 I I I I I
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4 2 1 0 1 2 3 4
18 _2 13 8.6 5.61 3,612.2 1.4 .e61 ,561 ,441 .361 :221 141 09 2.7 •
1 ■•A 8 COE FGHIJKL O 4 26 1e 11 1 7,214.4 12.E 1.8 11,1 I ,seI 721 441 .29I IS15,5
\` i ��� f/,� 1 5,2 3.6 2,31 1-41 ,90I .sel ,� .231 ,1e1 .141 .091 .061 ,a 1,1
i i 1 i 1 20 2 10 7,2 4.61 2,8 1,6 11,2 1 .721 .461 .361 ,281 161 121 07
i I i 1 4 21 14 9.21 5,6 3.6 12.4 11,4 1 .921 .721 .561 361 _N I 1
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0" - Footcandles Per 1000 Lamp Lumens
0 30 1 14 I 1 1.054 I,010 1,025 1016 1.010 1.00111 00521 C010I
. 00251.001110010
c STREET SIDE
� HOUSE SIDE * APPROXIMATE AVERAGE INITIAL POOTCANDLES
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Multiple Units-5 MH x 5 MH Spacing
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2561 Alvarado St. San Leandro,Call! 94577
Phone 415,357,5900
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250 W Hi Pressure Sodium
PhotometricType V Quadrate
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• Footcandle Values tor the Following Curves
it1I�o A
SICIOIEIF G H H/I I I J I K I L /� 1
Cata
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1S 12 35 24 115 1 9,616.0 13,8 12.4 1.5 :1,2 1 ,96i ,601 ,381 .24 7.8
2
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gy.. 4 i i 1 I ,
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20 2 20 14d\��, 8,6 5,413.4 12,2 11,4 I .861 .701 .541 ,341 ,221,,14 4,4
Al DEF GH I J'K L 0 , '
. \ 1 11. I 4)},) i/VfJ
I 1 6,31 4.3 2.6 1.711.1 L
69I ,431 ,28 ,22 .171 .111 , ::'
11 23 2 13 86 5,51 , . 4 1 .861 ,551 .451 .351 221. .141 2,8
_ i I 1
1 1 � i i 2 4 25 117 11 16,9i4 3 12.8 11,7 I1.1 • .901 .691 431 .281 '7 5,6
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ice` _ I•_ `� �• ___''� 3 30 2 I 1 , 1 i
It -
'+�`���+ 4 4 16 112 I 7.71 4,813.0 11.9 11.2 1 .7 1 .621 481 .30. .191 1213,9
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0.5 1 I 1 1 1 11 I 1
40 2-I I I i , `
1
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�'�' �1 STREET SIDE 4 9.91 6.3J 4,31 2.7 1 7 11.1 166I 43I 341 271 17 111 07 2.2
7� �HOUSE SIDE 1 . •
SI 0'3 Footcandles Per 1000 Lama Lumens
ii
sal 0,.' rr„��, 30 1 151 1 I,064 ,040 1.025 1.016 i.010I,0064100521,00401 00251 001610010
1 t
.
ra * APPROXIMATE AVERAGE INITIAL FOOTCANOLES
0 1 Single Units-5 MHz 5 MH Spacing
Multiple Units 5 MH A 5 MH Spacing
J
V
11 0 1 2 3 4 5
Street Width/ Mounting Height
, i Ill ,
cmGardco Lighting
2661 Alverapo SI. San;.aandto Calil 9457"
Phone 415.35 ,6900
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' 10
STAFF REPORT
CITY
OF ]LAKE OSWEGO
---LAND DEVELOPMENT SERVICES DIVISION
APPLICANT: E LFNO.:
Sharon&Lee Parr VAR 30-90(a-c)
u
PROPERTY OWNER: STAFF :
Sharon &Lee Parr Hamid Pishvaie
LEGAL DESCRIPTION: DATE OF REPORT:
Tax Lot 1700 of December 7, 1990
Tax Map 21E 10CA
DATE OF HEARING:
• LOCATION:
December 17, 1990 , -
1 607 Lake Front Road •
NEIGHBORHOOD ASSOCIATION:
u COMP. PLAN DESIGNATION:
NONE
R-7,5
ZONING DESIGNATION:
R-7e5
if
I, APPLICANT'S REQUEST
The applicant is requesting approval of three variances as follows:
a
a, A Class 2 variance to LOC 48.700(3) which restricts the expansion of a nonconforming ,
structure;
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b, A 25 foot Class 2 variance to the 25 foot rear yard setback required it, an R-7,5
, Residential zone [LOC 4$,215(1)]; ,
0 c, A 25 foot Class 2 variance to the 25 foot Oswego Lake Special Setback [LOC 4$,535(3)],
The variances are requested in order to construct a 7' bay addition to the kitchen (upper floor)
and bedroom (lower floor),, replace decks and add an intermediate decking and repair the
existing boat house,
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VAR 30-90(a-c)
Page 1 of 7
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II, APPLICABLE REGULATIONS •
A, City of Lake Oswego Comprehensive Piij Policies
Impact Management Policies
General Policy I,II,III
Potential Erosion Area Policies
General Policy II, IV
Energy Conservation Policies
General Policy II
Oswego Lake Policies
General Policy III, IV
Protection Open Space Policies
General Policy I, II
B. City of Lake Oswego Zoning Code
LOC 48.195—48.225 R-7.5 Zone Description
LOC 48,535(3) Oswego Lake Special Setback
LOC 48.650 Authorization to Grant Variances
ti LOC 48.655 Classification of Variances
LOC 48.690 Action on Class 2 Variance Application
LOC 48.810 Quasi—Judicial Evidentiary Hearing Procedures
LOC 48.815 Criteria for Approval
C. City of Lake Oswego Development Code
LOC 48.090 Applicabili y of Development Standards
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D. City of Lake Oswego Development Standard'',
2.005—2.040 Building Design
b • 6.005 —6.040 Transit
7.005—7,040 Parking &Loading
11.005 — 11.040 Drainage for Major Development
et
16.005 — 16.040 Hillside Protection and Erosion Control d
E, City of Lake Oswego Solar Access Ordinance
• LOC 57,005 57,135
If F, City of Lake Oswego Tree Cutting Ordinance
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LOC 55,010 55,130
11 FINDINGS:
A, Existing Conditions
1, The sitd_is approximately 7,280 sq, ft, in a generally rectangular configuration •
VAR 30-90(a-c)
Page 2 of 7
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• 2. An existing single-family dwelling is located on the site as shown on Exhibit 3.
3. Portions of the existing structure exist in the required yards,Exhibits 3 and 4. It is
nonconforming in this regard.
4. The existing dwelling and carport maintain a lot coverage of approximately 31.5%.
The existing decks add approximately 9.6% for a total existing coverage of 41.1%. •
. 0 The existing total exceeds the 35% maximum allowed in the R-7.5 zone. The
') structure is nonconforming in this regard, as well.
B. Proposal
As Exhibits 4, 5, 6 arid 7 illustrate, the applicants propose to add a 7' bay to the kitchen at ..
the upper floor and the bedroom at the lower floor,rebuild both the upper and lower decks,
build a new intermediate deck(between the lower deck and the existing boathouse), and
repair the boathouse. In order to do this, three variances have been requested as noted
earlier in this report.
The proposed additions would be along the north property line. The applicant has
addressed the reasons for the variance in Exhibits 12, 13, 14, 15 and 16.
C. Compliance with_ Criteria for Approva
As per LOC 48.815, the Development Review Board must consider the following criteria
when evaluating a Class 2 variance:
1. The burden of proof in all cases is upon the applicant p seeking approval.
The applicant has provided sufficient materials with which to evaluate the request, as •
evidenced by the exhibits.
2. For any development applicatio'►i to be approved,it shall first be established that
the proposal conforms to
a. The City's Comprehensive Plan;
The applicable Plan policies have been addressed as follows:
Impact Management Policies.
These policies require protection of natural resources from development, comprehensive
review of development proposals, and payment of an equitable share of the costs of public
facilities. These policies are implemented through several Development Standards, •
addressed further below, The policies require assurance that distinctive areas will be
preserved, soil will be protected from erosion, trees be protected from removal, streams be
• preserved and that densi►y be limited to achieve these results. Compliance With the
applicable Development Standards reviewed below will assure conformance to these Plan r.
policies. If necessary, conditions of approval will be imposed when necessary to assure
compliance,
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VAR 30-90(a-c)
Page 3 of 7
Potential Erosion Area Policies • „
These policies require designation of areas of severe potential for erosion as Protection
Open Space, and require erosion control and drainage measures during site planning and
construction. Development is subject to the Hillside Protection and Erosion Control
DevelopmentStandard am rre dewed in this report follow implement these Plan ing an analysicies. The s of the applicable
lated
development
Plan policies.
Energy Conservation Policies
These policies encourage energy conservation through solar orientation and site planning
which takes into account the site's natural features. These policies are now implemented
through the City's Solar Access Ordinance (LOC Chapter 57).
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Oswego Lake Policies •
These policies require the,protection of the scenic and natural resource that is Oswego
Lake. These policies are implemented in part through LOC 48.535(3),a special setback
for Oswego lake that is applicable to this site. A review of the variance requested to this •
setback will be performed next in this report.
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b. The applicable statutory and Code requirements and regulations,including: ;
i. For variance applications,the standards found in LOC 48.650. 0 '
,�.Qlar Access Ordinance Requirements and Analysis =,+
The proposed addition is located on the north side of the existing dwelling and will easily
comply with the applicable provisions of LOC 57,050-57.090(Solar Balance Point
•
Standard): No neighboring properties will have their solar access adversely affected by
the proposed addition because its shadow will be cast upon the Lake. Compliance will be
further assured upon application for a building permit.
•
Tree Cutting Ordinance Requirements and Analysis
This ordinance allows the removal of only those trees necessary, to site a proposed ,,
improvement. No tree removal is proposed as part of this request,
Zoning Code (LOC Chapter 48)
The site is smaller than 7,500 square feet currently required by the R-7,5 zone; but the lot
was created prior to the imposition of the current minimum. The lot is granted an , ,
exception through LOC 48.515(1) and may be occupied by a single family dwelling,
subject to the other requirements of the zone.
As Exhibit 3 illustrates, the existing dwelling meets all setbacks, except the rear yard
setback and the special setback from Oswego Lake(which is concurrent with the rear
yard). The dwelling is nonconforming in this regard. ,
The zone also provides a maximum lot coverage of 35% for interior lots. The existing '
structures exceed this standard (41.1%). The proposedd t ons will increas the
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coverage to 44,9%. The existing dwel'ing is nonconforming in this regard, aswell, A
variance is needed for the existing excess and that resulting from the proposed additions.
VAR 30-90(a-c)
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A 25' variance to the 25' required rear yard [LOC 48.215(1)], and a 25' variance to the
25' Oswego Lake Setback [LOC 48.535(3)] is requested.
As per LOC 48.650(1), the Development Review Board must consider the following
criteria when evaluating a request for a Class 2 variance:
• a. The request is necessary to prevent unnecessary hardship;
The applicants indicate that due to this floor plan,a hardship exists regarding the
deficient size of the existing kitchen, Exhibits 8,9 and 12. In addition, the age factor
requires that the decks be replaced after 28 years. The applicants have provided
substantial evidence of"like properties" nearby and around the lake, Exhibits 9, 10
and 11. An inventory of comparable kitchen and deck sizes have been provided, as
well,Exhibits 13 and 14.
Based on an analysis of Exhibit 13, staff finds that with the proposed addition to the
eating area (98 square feet), the total area will only increase to approximately 88% of
the average size of surveyed eating areas (239 square feet),Exhibit 13. •
Similarly, the proposed replacements of and additions to the existing decks
(approximately 7 square feet) will not result in any material changes, as evidenced in
Exhibits 12 and 14. The total decking will measure approximately 658 square feet
compared to an average of 1,162 square feet for the surveyed decks.
b. Development consistent with the request will not be injurious to the
neighborhood in which the property is located or to prop erty established to
be affected by the request;
As Exhibits 5, 6 and 7 illustrate, the applicants propose to build the additions to the
kitchen and the bedroom within the footprint of the existing residence. Neighbors,
including the adjacent neighbor to the west, have submitted a petition in support of
the request,Exhibit 15, No injury is anticipated as a result of this application.
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c. The request is the minimum variance necessary to make reasonable use of
the property;
Based upon the comparison of like properties (Exhibits 13 and 14), the applicant's
ro proposal should be considered "reasonable use" of the property. This will bring the
existing kitchen and decks closer to the size and location of those enjoyed by like
properties, In that the residence will be expanded within the existing footprint, the
variance request is the minimum necessary to complete the expansion. It also appears
to be a well designed,efficient use of the potential expansion area.
• " d. The request is not in conflict with the Comprehensive Plan.
No conflict with the Plan exists because the applicant's request has been
demonstrated to comply with all other Code provisions and Development Standard
which are applicable to a single family residence bordering Oswego Lake,
c. The applicable Development Standards
VAR 30-90(a—c) Y
Page 5 of 7
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iild ng signn(2 005 —2.04Q1.
The applicants have included Exhibits 6 and 7 demonstrating the appearance of the
proposed additions. However, because the dwelling proposed is minor development which ,
is being processed as major development only because of the requested Class II variance,
staff concludes that this standard is not applicable.
. Transit System (6.005—6.040)
The nearest transit facilities are located on McVey Avenue. These facilities are not
• adjacent to the site. There are no hard—surfaced paths along Lake Front Road. No transit
developments are required to serve this site as a result.
• Parking and Loading(7.005 —7.0401
_. Each dwelling is required to provide two off—street parking spaces not including the ;
garage. The applicant has illustrated compliance on the site plan (Exhibit 4).
' Landscaping. Screening and Buffering,(9 005-9.0401 "
The existing single family dwelling and carport are not included among the range of uses
required to provide plantings,despite the fact that the standard is applicable to this Class II
t variance, which is classified as major development. 'Staff concludes that the standard is
met.
' ' Drainage Standard for Major Developmeuit.u1.1.005— 11.040)
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,, . This standard requires that the grading not adversely affect neighboring properties. Roof
and foundation drains are required to be directed to the lake. Compliance with this
standard will be reviewed upon application for building permit approval.
Utility Standard (14,005— 14.040)
This standard requires that all utilities be provided underground where possible, Staff
believes that there is an existing sanitary sewer line along the north property line;
however, the exact location is not known at this time. Therefore, the City Engineer
recommends that the proposed intermediate deck and any associated features be designed
and constructed so that they can be removed with minimum effort by City personnel to 0
maintain and/or repair that line, if needed.
Hillside Protection and Erosion Control (16,005 — 16,040)
This standard requires that all development be designed to minimize disturbance to natural
topography, vegetation and soils,
• The applicant has proposed the addition at a location which complies with the standard
and which better conforms to the existing floor plan, Some excavation will be required,
which will be reviewed upon application for a building permit,
d. Any applicable future streets plan or ODFS1111 - 1. .
There are no such plans which affect this site,
VAR 30-900-0
Page 6 of 7
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• D. Conclusion E,
Based upon the materials submitted by the applicant, staff concludes that the proposal does
not comply with the applicable criteria,unless the applicants can provide adequate
evidence in support of a variance to the lot coverage standard of the R-7.5.zone.
III. RECOMMEND TION
Staff recommends VAR 30-90(a-c) be continued to a date certain, in order to provide the
applicants adequate time to present additional material in support of a variance to the lot
coverage standeard. This is also needed to provide adequqte public notification for the
additional variance. Provided the above conditions are met, staff would recommend approval
of the applicants request, subject to the following condition:
1. The new decking shall be designed and constructed(e.g., with removable sections) so that
to provide easy access to the City personnel in order to maintain and/or repair the existing
sewer line, if the line located along the north property line. The exact location of this line
shall be determined by the City staff prior to issuance of any building permit.
EXHIBITS
1. Tax Map
2, Vicinity Map
3, Survey Map
41, 4. Plan View
5, Plans Showing Proposed Additions .
6. South Elevation
7. East Elevation
8. Photos v
9, Photos of the Examples of"Bays" on the Lake
10. Photos of the Examples of"Multiple Decks" on the Lake to get down to water
11. Photos of the Examples of"Decks and Stairs"on the Lake leading to boathouse decks
' 12. Applicant's Narrative
13. Comparison Chart for Eating Areas located on the Lake
14. Comparison Chart for Decks located on the Lake
15, Petition in support of the application (with 20 signatures)
. 16, Letter by Ero Ostrie,dated October 26, 1990
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VAR 30-60(a-c)
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l� October 30, 1990
CLASS II VARIANCE REQUEST
Sharon & Lee Parr
1607 LakeFront Road
4110 Lake Oswego, Oregon
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EXHIBIT
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CLASS II VARIANCE REQUEST
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Project Description
Three years ago we purchased our home at 1607 Lakefront Road
after it had been on the market for two and a half years. The
house was twenty-five years old,, and was in need of some tender
loving care. We have updated the inside and now we need to do
the same for the outside.
• To do so, we are requesting the following:
1. Approval of a 7 ft x 14 ft. bay extension to the
kitchen, (the 7 ft. portion would be towards the lake) which, will
give us adequate space for kitchen table and chairs. The
downstairs bay will enlarge the existing bedroom.
2. Approval to rebuild our 28 year old decks and at the
same time update them. Add to them at certain
points
and intermediate deck so that we can get from the lower deck todthe
intermediate deck to the boathouse deck without having to go down
the steps and back up again.
3 .
Approval to rebuild the existing boathouse and deck as
• it is, adding a railing to bring it up to code.
We believe our requests meet the following requirements:
1. The request is necessary to prevent unnecessary
hardship.
There are five of us in our family and the kitchen seems to be
the favorite place to gather. The area where we now have our
kitchen table and chairs is 7 ft. 11 in. and with the table and
chairs this leaves less than 2 ft. of space surrounding the
table. (This is with the chairs pushed around the table with chairs out, there iis)nohroom@toen wrwalkttinq
between the chairs and kitchen counter or chairs and wall that
faces the lake. When we have guests, it is an impossible
situation. Please see enclosed photographs. Adding the 7 ft. bay
will add to the resale value more than anything else we have
done. (Per letter from Cronin & Caplan Realty. )
Also, all of the windows are single pane and are very
inefficient. Therefore, it is difficult to keep the house warm
in the winter. As we make the changes, we will add thermopane
windows to conserve energy.
The existing lake side bedroom is only 10' X 14' which is too
al small for a full size bed and furniture, >
will correct this situation, and will be architecturally onal 7 ft.
consistent with the u
master bedroom in thepfuturY and will allow us to make it into a
Page•
4111
After 28 years,,the decks badly need to be replaced. They were in
such poor condition that when we purchased the house three years
ago, the ban%$,Fould not give us a loan until we paid for and
repaired the worst part of the dry rot on the decks. Minimal
safety improvements were made at that time to satisfy the bank.
But,we itill have dry rot, loose and rotten boards and consider
the decks dangerous in some areas.
The boathouse is old and needs some structural improvements,
safety railing on top deck to bring it up to code and replacement
of deck flooring.
As we approach 50 years in age, we are trying to make our life
easier, and having the intermediate deck will make it easier on
us as well as our guests - a few less stairs to climb to get
from the lower deck to the top of the boathouse deck.
2. Development consistent with the request will not be
injurious t o the neighborhood.
We have consulted Gary Dahl, an architect, and will use Dave
Gardner, a professional, to construct the addition , the decks
and boathouse. We believe the addition of the bay will update
the look of the house similar to other houses on Lakefront Road
and will look consistent with the rest of the house.
The baythat we are proposing will actually�; F p g protrude one foot � ; •
v° less than the existing u.ppsrdQcl(The only people that might be ,
affected would be the Jim Mannings at 1551 Lakefront Road and
then only slightly, as they look out the West side of their bay
window (which is a recent addition) down the shoreline. It would
not affect their view of the lake. They have had their house for
sale periodically for the last year and rented the house from •
November, 1989 to present.
The changes in the decks, adding the intermediate deck and
rebuilding the boathouse will not affect the Mannings on the west .'
side, the Jack Terrys on the east or any other neighbor in any
who
have support from twelve of the surrounding neighbors
property y (see the attached letter) .
The lower deck will be eliminated in the area of the bay section
and we will be gaining 2 ft. for plantings of trees and
shrubbery. This will improve the view of the house and property
from the lake.
3 . The request is for the minimum variance necessary.
The variance will allow us to have an average size eating area in
our kitchen. The size of the addition will be 7 ft. x 14 ft.
giving us minimum additional floor space and the same additional
• space in the bedroom downstairs.
t>
Page 3
• To demonstrate our point for the need to expand
to
we are trying to obtain reasonable use of ur homedwithshow minimalt
structural, change, we visited several of our neighbors on the
lake and measured and compared their eating area space to ours.
• (Please see the attached list of homes visited.
size of these homes eating areas are 239 square) The average
r 198
square ft. (after adding the bay) is clearunder�the Ouaverage
and meets the minimum requirement to comfortably seat a family of
`five.
The variance will allow us to change the shape of our decks,
therefore updating the look, and allow us to get from the lower
deck by way of the intermediate deck. The intermediate deck will
be 11 x 17. With a reduction of u
per deck area is basically the same, addinga only nd o7e square r sft. The
tal
boathouse will simply be rebuilt as it is. New decks and
boathouse will immediately update the look of our home and will
be in line with our neighbors new construction. This will also
enhance the resale value.
4. The request is not in conflict with the comprehensive
plan.
4 -
, This request for a Class II Variance Request is not in conflict
a with the comprehensive plan.
N.
. 41101
Finally, we do believe denial of the variance would have negative
economic impact on us. Our home design looks dated, has an
• unusually small eating area in the kitchen, a small lakeside
bedroom and inadequate and dangerous decks. We feel that this is
part of the reason the house was on the market for over two
years.
• The improvements will add comfort and value to our home as well
as visual appeal. And, we will be keeping abreast with the new
development on Lakefront Road.
The situation can be best appreciated if seen, and we invite
anyone involved in the variance to visit our home for a better
appreciation of the situation.
vA .
Please feel free to contact us with any
regarding this project and our variance requestuestins you may have
es
,i
II
COMPARISON CHART FOR EATING AREAS LOCATED ON THE LAKE:
The Ed Harts
. 909 Westpoint Rd.
Lake Oswego, OR ,
EATING AREA: 352 SQUARE FT.
The Tom Sterns
1455 Lakefront Rd.
Lake Oswego, OR
EATING AREA: 225 SQUARE FT.
The Michael Menashes �>
1118 North Shore Rd.
Lake Oswego, OR
EATING AREA: 210 SQUARE FT. •
Mary Ann Sauce
1226 North Shore Rd.
Lake Oswego, OR
II EATING AREA: 211 SQUARE FT.
The Bill Ostries
G54 C:abuna Ln.
Lake Oswego, OR
EATING AREA: 195 SQUARE FT.
The Lee Parrs
1607 Lakefront Rd.
Lake Oswego, OR
EATING AREA: 112 SQUARE FT.
J
We took the eating area square feet from the homes above,
excluding ours to find the AVERAGE square feet. As you can see,
;. we are far below the average with only 112 Square feet. And, the
4, a ,- problem is, that a good deal of what exists has to be kept clear
0r� for traffic paths through kitchen to deck area.
II
1 EXHIBIT
•
4110
COMPARISON CHART FOR DECKS LOCATED-ON. THE LAKE:
The Saccos
1159 Lakefront Rd.
TOTAL DECK AREA: 3,518 SQUARE FT.
The O'Neills
983 Lakefront Rd.
TOTAL DECK AREA: 1,579 SQUARE FT.
The Sterns
1455 Lakefront Rd.
TOTAL DECK AREA: 1,250 SQUARE FT. 1I
The Lar,clrys
961 Lakefront Rd.
TOTAL DECK AREA: 1,061 SQUARE FT.
The Flannerys
1505 Lakefront Rd.
• TOTAL DECK AREA: 902 SQUARE FT.
The Parrs
1607 Lakefront Rd.
TOTAL DECK AREA: 651 SQUARE FT.
We took the total deck area square feet from the homes above,
excluding ours, to find the AVERAGE square feet. As you can see,
we are far below our neighbors with an average of only 651 square
feet. And, with the stairs in the middle of both our upper and
lower deck, this greatly reduces our usable deck space.
EXHIBIri
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October 20, 1990
' To whom it may concern:
' > We support the Lee Parrs at 1607 Lakefront Road, Lake Oswego in
this letter, in their request to obtain the variances as shown
in ' the following drawings to improve their property. PA
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• October 20, 1990
To whom it may concern:
We support the Lee Parrs at 1607 Lakefront Road, Lake Oswego in
this letter, in their request to obtain the variances as shown
in the following drawings to improve their property.
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Croidn41tjaplanNC.REALTORS
333 S. State Street, Suite L, Lake Oswego, Oregon 97034 (503)636-5000
FAX;(503)636-0908
October 26, 1990
To Whom it may concern:
I have reviewed the plans and the proposal for the remodeling of the home
belonging to Mr. & Mrs. Lee Parr at 1607 Lakefront Road in Lake Oswego, and I
believe that these additions will increase the value of their home consider-
ably.
The Parr's home was on the market for two and a half years before they
purchased it, primarily because of the small room sizes, no updating at all,
and the room arrangement and windows in the house did not take full advantage
of the magnificient lake views available on this piece of property. The Parrs y
have already invested considerable effort and financial input to improve this
situation, working as best they could within the confines of the house as it
Their plans to expand the small eating space in the kitchen will 4.
• enhance the livability and the value of the house. All new homes in ethis
price range come equipped with spacious, well arranged kitchens complete with
comfortable eating areas, and often additional built--in desks and work areas. n
The Parr's proposed addition will update this area both in style and size.
.
The present master bedroom in the Parr's home is situated away from the
lake and close to the street end of the house. The
small by normal standards. The newpresent master bedroom is c , •
bay
window will enhance the value even more,proposedas master lower-level
master
with with
lakehe views
are common in our lake homes, and even expected in the price range and style
• of home.
This downstairs bay window will not extend as far out as the present
lower deck, so there will be even more room for additional landscaping. The
02cks at present are narrow, and the stairs to the lower level take up much of
the deck space. They are not to our present code. The new decks would meet
code, and be wide enough to extend the house living space to an even better
• degree.
, t
It is my opinion that these improvements would greatly enhance the
comfort andlvalue of the Parr's home at 1607 Lakefront Road.
1110 Sincerely,
)144g -I
EXHIBlI
Evo Ostrie
Realtor f6
"Exclusive Member of the Estates Club comprised of the World',s Lotting, Rol f state Elms"„ 1 `/tip' '3 J -"1 n
1 �.11Uvl4e member ti: die. f'1t u coin 11I�1r1ti+:1 "ii 'tip 'pry l)�'�lt 4 ` calling I\Cil� I•stole �`II I f'
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11
CITY 'OISWEGO
O� LAKE ,.
- u `'1' }}
ij
e •
q
DEVELOP REVIEW BOARD
MEETING SCHEDULE �4
JANUARY THR o -JUNE 1990
f7
/-.1
o
_._ „ 9 C
Ap �p1icetioh bum Dates ' =.,�_ ;�
P
`' Meetir��� Datiae `,
(Frideye, typically) rr ,� First s rd. mondeye
u (Typical y)
el i
{I
.' f_a
November 17 1989• • . • • . , ♦.....,, . .
'(Wednesday)(Wecnesda )
„ December 1 . . : . . .
1989. . • o . . . . .,. . January 15
' ' December 22, 1989. . . . . . . . . . February ,,5
January 5 . ♦. February 21 (Wednesday) °
v
January 19* es * . • . . . • . . • March 5
February 2. . ., . . . .°. i . . . March 19
February 16 ♦ , , . . . . . . . . . . . . . . , April 2
March 2 April• ♦ . • • ♦ • • •':�♦ ♦ • • ♦ • •.♦ •. Y..,• • . .• ♦ . • , 4 1.6 „
March 23 ,
M ay 7
April.,, 6.I• • . . . _ May 21
1 ,,
,
//�� 1
r. April ,20• . . • • • ♦ • . a • • . ♦ . ♦ ♦ ... i • • • . • . • June 4
,
May 4 June 6
1
•
SEE OTHER SIDE FOR PLANNING COMMISSION SCHEDULE
•
,« Vim .
1 0 f,%'/"V,�ENUE,I'POSTb Olit ii MP LAKE,("Eco,o• G"• r 0J + §(1 , "5'02i' '0,
..
o
,. o -
L
CITY OF LAKE OSVVEGO 0
_ . PLANNING CO t4IS ION °v .
MEETING,OSCHEDUt.E
�/ JANUARY THROUGH JUNE, 1,990
Application Due Dates •
Meeting_Date
(Fridays _ typical , 0
tia r.
Plan & done lhnrendmen to Other Applications Second & Fourth Monday
(Typically)'
i
,lf. _ ,
Cµ
November ' 13, 1989r,(Moh• ) .November, 27, 1989 (Mani ) . .January 8
November 27, 1989 (Mon. ) .December 8, 1989.'. , . . • . .January 22
December 8, 1989. . . . . • .,. .December 29 p, 1.989• . •,. . . . • .February 12
December 29, 1989. . . . . + . .January 12. . • . . . . . . . • . . . . .February 26
January 12'. ., . . . • . . . . . • . . .Janus ry 26. .y. , . .March 12
January 26
February 9. . . . . . . .-' March 26
0February
9. . . 7.u*
• • • • • .'. • 0 • . .Febr, T .
23. . • . . i . • . . ii . '.Apri1 9
E �
February 23. . . . . . . . . . . . . •March 9. .
x
. . . “ .April 23
•
March 16. . . • • • . ;
+ . . . ii . .Max h 30
, . May 14
, . . . .May0 (Wednesday)
March 30. i . . . . April 13.
April April 27. . . . . . i . . . .;: . . . .June 11
I
April 27 May 11. . • . . . . . . .June 25 p
0
SEE OTHER SIDE FOR DEVELOPMENT REVIEW BOARD SCHEDULE '
r_
3 A.AYENUE!POsT QFFICE UOX,ic,'9/LAKE OSWEGO OREiON 97034/1503)635.0215
. +' _,
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