HomeMy WebLinkAboutPermit L98-0092 - TUKWILA ELEMENTARY SCHOOL - VARIANCEL98 -0092
TUKWILA ELEMENTARY VARIANCE
5939 So. 149th St.
To:
•
•
•
•
City of Tukwila John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
NOTICE OF DECISION
January 29, 1999
Heery International (applicant)
Tukwila School District (owner)
King County Assessor, Accounting Division
Parties of record (See Attached)
This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170. At their January
28, 1999 public hearing, the Planning Commission approved the applicant's request to construct a new
two -story, 62,042 square foot school to replace the existing Tukwila School. A Conditional Use Permit
and Variance were heard by the Planning Commission. The Planning Commission approved the
Conditional Use Permit with the following conditions:
1. The applicant shall submit a revised landscape plan that provides both evergreen and deciduous
plantings along S. 149th that do not block views into the school or related portions of the site.
The landscape plan will be reviewed avid approved by the Director of Community Development
prior to the issuance of a Development Permit.
2. The applicant will submit a revised Iighting plan that meets the CPTED concepts and practices
enforced by the City of Tukwila Police Department. The lighting plan will be reviewed and
approved by the Director of Community Development prior to the issuance of a Development
Permit.
3. A public outreach plan must be submitted and approved by the Department of Community
Development prior to the issuance of a Development Permit for construction of the new building.
This plan shall include information on how the neighborhood will be notified about the
construction schedule and related construction activities and potential road closures.
The Planning Commission approved the Variance request without conditions
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 -3670 • Fax (206) 431 -3665
•z •
=.H
1— w
•6 D:
.J 0;
,O
0 0
N
W tu
Y2W.
a
�.w•
• 1—o:
z I—.
Dp
0 I-
=
- H •
• w z.
_
• O.~
Z
1•
January 29, 1999
Notice of Decision
L98 -0083 / L98 -0092- Tukwila School, 5939 S. 149th Street
PROJECT BACKGROUND
a. Project file numbers:
L98 -0083 - Conditional Use Permit
L98 -0092 - Variance
b. The name of the property owner(s):
Tukwila School District
z
'.mow:
6
UO;
w�
= 0
J I—
u.
c. Project Description: Textual description as well as 8.5" x 11" site plans, building elevations and 'w 0
co • w.
= a,.
I-- w
Z. �.
I— O'
Z
11J lir
2 DI
O• co
0 H
w w
1- U
F-;
O.
wz
• -
i _
O 1-
Z
other appropriate characteristics.
Conditional use Permit Application to construct a new two -story 62,042
square foot school to replace the existing Tukwila School. The project
also includes a Variance to allow portions of the building to be 32 feet, 4
inches and 33 feet, 1/2 inch in height, exceeding the 30 foot height limit for
uses in the Low Density Residential zone district.
d. Project location:
5939 S. 149th Street
e. The permits submitted concurrently with this application:
None
f Environmental threshold determination (if any):
Determination of non - significance, issued January 5, 1999
Property owners affected by this decision may request a change in valuation for property tax
purposes notwithstanding any program of revaluation.
h. Administrative appeals for the various permit Types are discussed below.
The period for administrative appeals is 14 days, starting from the issuance of this Notice of
Decision. The administrative body hearing the appeal is the City Council. All appeal materials
shall be submitted to the Department of Community Development. Appeal materials shall
contain:
�;•;::
January 29, 1999
Notice of Decision
L98 -0083 / L98 -0092- Tukwila School, 5939 S. 149th Street
1. The name of the appealing party,
2. The address and phone number of the appealing party, and if the appealing party is a
corporation, association or other group, the address and phone number of a contact
person authorized to received notices on the appealing party's behalf, and
3. A statement identifying the decision being appealed and the alleged errors in that
decision. The Notice of Appeal shall state specific errors of fact or errors in application
of the law in the decision being appealed, the harm suffered or anticipated by the
appellant, and the relief sought. The scope of an appeal shall be limited to matters or
issues raised in the Notice of Appeal.
Project materials including the application, any staff reports, and other studies related to the permit(s) are
available for inspection at the Tukwila Dept. of Community Development; 6300 Southcenter Blvd.; Suite
100; Tukwila, WA; from Monday through Friday, between 8:30 AM to 5:00 PM. The project planner is
Michael Jenkins, who may be contacted at 206 -431 -3685 for further information.
Parties of Record
Randy McQuay
Heery International
1326 - 5th Ave., 8th Floor
Seattle, WA
Josh Reyneveld
Bassetti Architects
1011 Western Avenue, Suite 701
Seattle, WA 98104
Laurie Pfarr
Coughlin Porter Lundeen
217 Pine Street, Suite 300
Seattle, WA 98101
Michael Silver
Tukwila School District
4640 S. 144th Street
Tukwila, WA 98168
City of Tukwila
Department of Community Development
STAFF REPORT TO THE PLANNING COMMISSION
PREPARED JANUARY 21,1999
HEARING DATE: January 28, 1999
NOTIFICATION:
John W. Rants, Mayor
Steve Lancaster, Director
On December 4, 1998 Notice of Application was posted and
mailed to surrounding properties. An Open House was held
at Tukwila School on December 16, 1998. Notice of Hearing
was posted and mailed to surrounding properties and
published in the Seattle Times on January 14, 1999.
FILE NUMBER: L98 -0083 - Conditional Use Permit
L98 -0092 - Variance
Tukwila School District
Tukwila School District
APPLICANT:
OWNER:
REQUEST:
1. Conditional Use Permit for the construction of a new
two story building to replace the existing Tukwila
School
2. Variance to allow two portions of the roofline to
extend above the 30 foot height limit for uses in the
Low Density Residential zone
LOCATION: 5939 S. 149th Street
ASSOCIATED
PERMITS: Demolition Permit
Land Altering Permit
Development Permit
SEPA
DETERMINATION: Determination of Non - Significance issued January 5,1999
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax: (206) 431-3665
QQom.
u .
-J
U O'
cn CI
W.
w =..
J 1-;
CO
W 0'
qa.
u.¢
�w
zx'
�O
z �.
—
ot
ww
.
u• O'
z
LLI co
z
Staff Report to the
Planning Commission
L98 -0083 / L98 -0092
Tukwila School - 5939 S. 149th Street
COMPREHENSIVE PLAN
DESIGNATION: Low Density Residential (LDR)
ZONE DESIGNATION:
STAFF:
ATTACHMENTS:
Low Density Residential (LDR)
Michael Jerikins
A. Cover Sheet
B. Site Plan
C. Demolition Plan - Phase 1
D. Demolition Plan - Phase 2
E. Landscape Plan
F. Plant Material Legend
G. Grading and Drainage Plan
H. Paving and striping plan
I. Building Elevations - North
J. _ Building Elevations - South
K. SEPA Determination and Memorandum dated January 5,1999
L. Conditional Use Permit application
M. Variance application
N. Low Density Residential Zone Development Standards (TMC
18.10.060)
O. Floor plan
2
z
•
•
UO
:U) =;
LL%
•w Oi•
•¢J:
u.
sd
z 1—; •
Z
w w.
2 Di
U �
CI H• •
".111'w
11'-'
U N,
~'
Staff Report to the
Planning Commission
FINDINGS
Vicinity /Site Information
Project Description
L98 -0083 / L98 -0092
Tukwila School - 5939 S. 149th Street
This project is to replace the existing Tukwila School with a new 61,220 square
foot building. The project will include a wetpond and bioswale, a combined
ball /soccer field and a play area along the rear of the school. The school will
serve Kindergarten through Grade 5 and will include a variety of features,
including a gymnasium, multi- purpose room / cafeteria, a series of rooms for
special education, computer room, music room and a library.
Existing Development
The existing 33,988 square foot Tukwila School is located on the parcel.
Surrounding Land Uses
The surrounding properties are all zoned Low Density Residential (LDR) and are
primarily occupied by single family residences.
Terrain
The size of the legal lots of record that comprise the project totals 11.2 acres.
Approximately 4 acres, or 1/3 of the property are slopes in excess of 20 %. Any
development in slopes in excess of 20% are governed under the Sensitive Area
Ordinance (TMC 18.45). These slopes are located along the south portions of the
parcel and are not part of the development area for this application. The
Department of Community Development will require that the lots be
consolidated prior to the filing of a Development Permit for the construction of
the new school.
BACKGROUND
An Open House was held at Tukwila School on December 16, 1998. The day, time for
the Open House was mentioned in the Notice of Application, which was posted on site
and mailed to surrounding properties. Staff and representatives from the applicant's
development team were present. 10 people attended the Open House.
3
•z •
10 CV
:CO uk
z'.
0O
w r.•
.J H;
w0
U. Q.
• =
Z
•
I- O;
0-
o1—
• w w
• : •
,z
1—
Z
• w
0 N-
0'
Z ':
Staff Report to the
Planning Commission
PROCESS
L98 -0083 / L98 -0092
Tukwila School - 5939 S.149th Street
This proposal is a two part review for construction of a new Tukwila School. Variances
are Type Three decisions under TMC 18.104.010(D) which are normally heard by the
City's Hearing Examiner. The applicant presented an application for a Conditional Use
Permit, a Type 4 application, in conjunction with this variance. TMC 18.104.030 allows
for the consolidation of land uses decisions where two different type of decision
processes are required. The Planning Commission will first review and render a
decision on the Conditional Use Permit, followed by the subsequent review and
decision process for the Variance.
CONDITIONAL USE CRITERIA
The proposed project must conform with criteria detailed in TMC 18.64.050, (1 -5),
concerning Conditional Use Permits:
(1) The proposed use will not be materially detrimental to the public welfare or
injurious to the property or improvements in the vicinity of the proposed use or
in the district in which the subject property is located.
The proposal is to create a new school building on the same property as the
existing school building. Attachment A (Cover Sheet), Attachment B (Site Plan),
and Attachments C -D (Demolition Plans) illustrate the proposal. The new two
story building will be constructed around the existing school buildings. The
expansion of the schools are designed to allow an increase in the number of
students served and improved facilities.
As indicated in Attachments C and D, the plan to'construct the school will occur
in two phases. The new school. will be constructed around the original school
buildings. The construction area will be secured through the establishment of
security fencing. Once the new building is built, the existing school buildings
will be demolished. The location of the existing school buildings will serve as the
parking lot and landscape area for the new school.
The applicant's have proposed that the project be completed and the new school
opened by September, 2000. The applicant's have indicated that the school must
be constructed in its location and during the referenced time frame as no
alternative locations exist within the area of the school.
4
z
H Z
u615..
J U;
O 0
CY
CO U1
w =;
J E--,
w �
u_co
=a
I- w.
,z
I- o'
Z
uj
o'
(� u)
o�:
w.
H 0.
LL 0.
ui z`
U =.
0
z
Staff Report to the L98 -0083 / L98 -0092
Planning Commission
Tukwila School - 5939 S. 149th Street
(2) The proposed use shall meet or exceed the performance standards that are
required in the district it will occupy.
The leading edge of the two story building towards its northwest corner is 55 feet
from the property line. The closest edge of the building from the side (east)
property line is 90 feet . The front yard setback requirement for uses in the LDR
zone is 20 feet for the first floor and 30 feet for the second floor while the
minimum side yard setback is 5 feet.
Two portions of the proposed building exceed the 30 foot height limit in the LDR
zone. As indicated in both sets of building elevations (Attachments I and J) the
height of the building measures 33 feet, 1/2 inch and 32 feet, 41/2 inch
respectively. A request for a Variance from the height standards for these two
portions of the building has been filed under L98 -0092 and will be decided
separately.
The parking requirement for Elementary Schools require 1.5 spaces for each staff
member. The applicant's have indicated that there will be 38 staff members,
which will require a minimum of 57 parking spaces. The plans show there will
be 69 parking spaces.
The minimum bicycle parking requirement for Elementary schools require one
space per classroom. 24 classrooms were indicated on the plan set submitted by
the applicants as part of their SEPA review process. The applicant's have
indicated there will be bicycle parking comprised of three racks adjacent to the
front entrance.
A garbage / recycling area will be located along the rear of the building, near its
southwest corner. The area will be screened by masonry walls and a locked gate.
(3) The proposed development shall be compatible generally with the
surrounding land uses in terms of traffic and pedestrian circulation, building and
site design.
The new building will be setback between 55 and 325 feet, as the school is sited
on an angle from northwest to southeast on the property. As indicated on the
site plan and landscape plan, the proposal will include three curbcuts along S.
149th. Street. The curb -cut that corresponds to the turnaround and fire access
will serve buses and service vehicles only. A 30 foot curb -cut to accommodate
the turning radii for buses and service vehicles is provided.
5
Staff Report to the L98 -0083 / L98 -0092
Planning Commission Tukwila School - 5939 S. 149th Street
Sidewalks along S. 149th will be provided. Other pedestrian elements include:
• Sidewalks along the perimeter of the access drives
• A paved path between the two parking areas, to include stairs
• A sidewalk for bus unloading
• An entry plaza in front of the main entrance
• Gravel pathways around the perimeter of the play fields, linked to 58th Ave
S. near the northwest corner of the parcel
There is approximately 240 feet between the bus access point and the first access
point for the parking and parent drop -off. The access points for the parking lot
are approximately 90 feet apart. Each access point is 20 feet in width.
The applicant's have included a landscape plan and planting schedule
(Attachments E and F). The landscape plan features a variety of elements and
designs. The plan includes a wet pond and bioswale, designed to meet the King
County Surface Water Design manual for water quality and detention. The other
predominate landscape features include:
• Grading along S. 149th Street, to include planting areas
• Large tree planting along access drive and in parking lot interior
• Planting island in bus turnaround
• Shrubbery next to building on south facade
• Wide spaced trees along north facade
• Side yard planting of both evergreen and deciduous trees to screen fields and
Pond from adjacent uses
The planting along the front of the school includes evergreen trees such as
Western Red Cedar, Hemlock and Douglas Fir. These trees typically grow to a
height of 100 feet and can become quite dense. This portion of the site is also the
highest point on the parcel.
(4) The proposed use shall be in keeping with the goals and policies of the
Comprehensive Land Use Policy Plan
The Comprehensive Plan provides no specific goals or policies for construction
of new schools in residential zones. However, there are a number of general
goals and policies that are related to the proposal:
6
z
mow.z
6
U O'
co o:
Ill I
H
w 0;
g -7] a.
D. a
_;
Z F;
I— (3
Z /-:
Ill uj
U�
O N'
.0I-
1-• -
O 1-
Staff Report to the
Planning Commission
L98 -0083 / L98 -0092
Tukwila School - 5939 S. 149th Street
Goal 1.1: A community where residents stay because they feel a strong
emotional attachment, including
• Opportunities for interaction with neighbors and public servants z
• An image consistent with neighborhood identity, pride and long term : z z
residency - 2
JV,
Goal 7.3: A land use pattern that encourages a strong sense of community,by U O
grouping compatible and mutually supportive uses and separating incompatible J U;
uses
u) o
al
Goal 7.5: Neighborhood gathering spots that provide a social focal point for g
supporting and enhancing neighborhood communication and quality. u- <
cod
Policy 7.5.1: Neighborhood gathering spots shall reflect neighborhood height, Z w'
bulk, and scale and a small town residential style of architecture F. o,
z F-
LU w
5) All measures have been taken to minimize the possible adverse impacts, which D o
the proposed use may have on the area in which it is located. pin-
oI--
.
A site plan (Attachment B) was‘submitted that includes a lighting plan. The 1 v,
plans shows two different types of pole mounted lights. 15 foot tall pole lights U. o`
will be included along the pedestrian areas while 30 foot tall pole lights will be w z
located in the parking lot. No lighting has been indicated on the bus turnaround
U�
area other than the lighting adjacent to the sidewalk and building. z
As part of the review process, staff from the Tukwila Police Department
reviewed the proposal and applied Crime Prevention through Environmental
Design (CPTED) concepts related to the development. The plans that were
originally submitted included a number of wall mounted lights, pole lights,
bollard lights and lighting mounted under canopies. The plans referenced in this
staff report were filed on January 19, 1999 following discussions about the
original plan with DCD and Police Department staff. Staff were initially
concerned the lighting plan would create blind spots and cause light to shine
directly into people attempting to view the school from the street. The lack of
lighting for the bus turnaround area has been consistent through the
development of the lighting plan.
The applicants have also not included lighting for the play field area, as these
fields are designed primarily for school use, with some related use of local little
league teams. According to the applicants, the fields are designed to be used
during the school year and during the summer for day time use only.
Staff Report to the
L98 -0083 / L98 -0092
Planning Commission Tukwila School - 5939 S. 149th Street
There will be a turnaround for buses which will be linked with the fire
department access and turning areas. This area will also be used for access for
delivery trucks to the school. The delivery area is shown on the landscape plan,
immediately east of the covered play area. The landscape plan shows a locked
gate and bollard stand at the bus turnaround to control access to the rear of the
building. This feature has been also reviewed by the Fire Department to ensure
compliance with City codes.
As previously referenced, the applicants have developed a two phase demolition
schedule. Phase One of the project will include the following:
• Removal of two portable buildings
• Removal of two soft - scaped play areas
• Removal of a storage unit
• Erecting security fencing around the footprint of the new buildings
• Creation of temporary erosion control and sewer /water bypass systems
Phase Two of the project will occur after the new building is completed, as will
include:
• Demolition of remaining buildings
• Removal of remaining infrastructure
• . Creation of new parking and landscape areas
The applicant's have not provided specific information on how the public will be
informed of reduced street access, method of signing right of way for cha;iged
access, available parking areas, school access during construction and when
potential road closures will occur.
CONCLUSIONS
(1) The proposed use will not be materially detrimental to the public welfare...
The building will be constructed to allow the existing school to remain open while the
new building is being constructed. The additional school area will allow for increased
capacity and additional school programs. A pedestrian infrastructure is provided
around most aspects of the school.
Staff Report to the L98 -0083 / L98 -0092
Planning Commission Tukwila School - 5939 S. 149th Street
(2) The proposed use shall meet or exceed the performance standards...
The building meets the setback requirements for uses in its zone, although the LDR
development requirements do not specifically address new school construction. The Z
buildings will be screened from adjacent single family uses. The height requirements
are exceeded but will be addressed under a separate Variance application. The parking
w.
and bicycle requirements appear to have been met. 6
_I C.)
UO
t 'to O.
• LU
LU
(3 ) The proposed development shall be compatible generally with the surrounding...
• w
wO
The building is sited in a manner that will allow the existing school to remain open 2
while the new building is built. While a different siting of the school may be g Q'
appropriate the lack of alternative spaces near the neighborhood makes the proposal u) d
the only reasonable alternative. The access points appear appropriate for their specific ▪ _
users. The landscape plan provides a variety of species and elements to enhance the site ? F—
and surrounding neighborhood. The proposed evergreen screening along the front w o'
property line will negatively impact the school by limiting off -site views of the school as ? o.
the landscape matures. A mix of low growing deciduous and evergreen vegetation U N.
along the front of the school would ensure that off -site visibility is maintained. o
uj
(4) The proposed use shall be in keeping with the goals and policies... u.1==
z'
The construction of schools in residential zones is not specifically provided for in the v ='
Comprehensive Plan, although there are general goals and policies in the Plan that p ~-
provide for the appropriateness of schools in residential zones. z
(5) All measures have been taken to minimize the possible adverse impacts...
The applicants have submitted a lighting plan that has elements that will provide
adequate and safe lighting, however the plan was presented on January 19, 1999 and
did not provide ample time for City staff to review. The on site circulation for service
vehicles is sited away from the front of the building and will be made available only
through a security device. The plans indicate that the school will remain open during
the project, however a public information plan on construction and road access should
be provided.
9
•
Staff Report to the
Planning Commission
■
L98 -0083 / L98 -0092
Tukwila School - 5939 S. 149th Street
RECOMMENDATIONS
Approval of the Conditional Use Permit, with three conditions:
1. The applicant shall submit a revised landscape plan that provides both evergreen
and deciduous plantings along S. 149th that do not block views into the school or
related portions of the site. The landscape plan will be reviewed and approved by the
Director of Community Development prior to the issuance of a Development Permit.
2. The applicant will submit a revised lighting plan that meets the CPTED concepts
and practices enforced by the City of Tukwila Police Department. The lighting plan will
be reviewed and approved by the Director of Community Development prior to the
issuance of a Development Permit.
3. A public outreach plan must be submitted and approved by the Department of
Community Development prior to the issuance of a Development Permit for
construction of the new building. This plan shall include information on how the
neighborhood will be notified about the construction schedule and related construction
activities and potential road closures.
VARIANCE CRITERIA
The following is the findings and conclusions section related to the applicant's request
for a Variance to allow a portion of the proposed building to exceed to the 30 foot
height limit in the Low Density Residential (LDR) zone.
The proposed project must conform with criteria detailed in Tukwila
Municipal Code (TMC) 18.72.020:
(1) The variance shall not constitute a grant of special privilege inconsistent
with the limitation upon uses of other properties in the vicinity and in the zone
in which the property on behalf of the application was filed is located.
The applicants are seeking relief from the height limit for uses in the Low
Density Residential (LDR) zone. Building height is defined in TMC
18.06.100 as follows:
"Building height means the vertical distance measured from the average
elevation of the proposed finished grade around the building to the
highest point of a flat roof and to the mean height between eaves and
ridge of a pitched roof."
10
'
z
t— z
6
JU
Uo
4 CO
W=
J H
Wo
g-J
a;
is
z�
z o.
U�
N
i uj:
U
r.
O.
w
..z
oQ
o
z
Staff Report to the
Planning Commission
L98 -0083 / L98 -0092
Tukwila School - 5939 S. 149th Street
Schools are a permitted use in the LDR zone, subject to the approval by the
Planning Commission. A Conditional Use Permit application (L98 -0083) was
presented for a hearing by the Planning Commission on January 28, 1999, in
concert with the subject application.
No specific use standards apply to the development of schools, other than those
in the Building, Fire and related codes. The development standards for uses in
the LDR zone (Attachment N) include standards governing height, placement of
porches and decks and parking for residential and accessory uses.
Attachments C and D are the elevations of Tukwila School indicating that two
portions of the proposed building exceed the 30 foot height limit for uses in the
LDR zone. The proposed height for the two portions of the building that exceed
the height standard are 33 feet, 1/2 inch and 32 feet, 41/2 inches.
As indicated in the building elevations, the proposed building will be two
stories. The roofline will be pitched in all portions of the building. The two
portions of the building that exceed the height limit have a different pitch than
the remaining portions of the building. As indicated in the floor plan
(Attachment 0), the portions of the building that exceed the height limit contain
classrooms. The peaked portions of the building that exceed the height limit will
contain attic space for mechanical equipment
(2) The variance is necessary because of special circumstances relating to size,
shape, topography, location or surrounding of the subject property in order to
provide it with use rights and privileges permitted to other properties in the
vicinity and in the zone in which the subject property is located.
Attachment E is the landscape plan that shows the siting of the building on the
property. Attachment M is the application submitted by the school district.
The building meets the setback requirements for uses in the LDR zone. As
indicated in Attachment A, the legal lots that comprise the school parcel total
11.3 acres. Approximately 3 acres, or 1/3 of the site includes slopes in excess of
20% which if developed would require compliance with the city's Sensitive Area
Ordinance. These slopes are located along the south portion of the property.
The frontage along S. 149th totals 460 linear feet. If the entire parcel fronted S.
149th the linear frontage would be approximately 770 feet.
11
.�
�
z
ce w.
6
J U:
00
w =.
w • 0
gQ
_°
Iw
z�..
1— 0
O -• '
w w`
• o
• w
Z
O N.
O F':
Z
Staff Report to the L98 -0083 / L98 -0092
Planning Commission Tukwila School - 5939 S. 149th Street
The parcel is generally flat, along the north and western portions of the site,
although there is another class 2 slope along the west property line.
The new building will be sited approximately 10 feet below the street, as the
grade between the street and the building slopes down to the south. The
finished elevation will be the approximately level as the existing houses to the • 1- w
east of the building.
...I C.)
0 O,
(3) The granting of such variance will not be materially detrimental to the CO °:
CO
=
public welfare or injurious to the property or improvements in the vicinity and t-
in the zone in which the subject is situated. co LL
w 0;
A school has been located on this site since 1960's. There has been single family ag
developments in the area that have been constructed since the opening of the W
school. The additional height of the roofline will be designed to accommodate
mechanical equipment. In other zones where the use would be permitted, z �.
exposed rooftop equipment are exempt from height requirements for the first 20 z o
feet. A Conditional Use Permit is required for this development, as referenced in
this report. v o`
O �,
(4) The authorization of such variance will not adversely affect the w w`
implementation of the Comprehensive Land Use Policy Plan. Vj
The Comprehensive Plan provides no specific goals or policies for construction v N:
of new schools in residential zones. However, there are a number of general R
goals that are related to the proposal:
Goal 1.1: A community where residents stay because they feel a strong
emotional attachment, including
• Opportunities for interaction with neighbors and public servants
• An image consistent with neighborhood identity, pride and long term
residency
Goal 7.3: A land use pattern that encourages a strong sense of community by
grouping compatible and mutually supportive uses and separating incompatible
uses
Goal 7.5: Neighborhood gathering spots that provide a social focal point for
supporting and enhancing neighborhood communication and quality.
12
Staff Report to the L98 -0083 / L98 -0092
Planning Commission Tukwila School - 5939 S. 149th Street
(5) The granting of such variance is necessary for the preservation and
enjoyment of a substantial property right of the applicant possessed by the
owners of other properties in the same zone or vicinity.
There are no other schools in the immediate vicinity. The type of construction
methods and requirements for school construction are different than single
family uses, which are the predominate use in the vicinity. A height variance
was also required and subsequently approved for the construction of Foster
High School, reviewed and approved in 1989 under permit 89 -1 -V
CONCLUSIONS
(1) The variance shall not constitute a grant of special privilege inconsistent with the
limitation...
The standards in the building code that govern height are related to residential uses and
not the development of buildings such as the proposed school. There are no similar
uses in this zone to gauge appropriateness of the proposal against the existing built
environment. The building will have pitched roofs, similar to those of adjacent
residential uses.
(2) The variance is necessary because of special circumstances relating to...
Significant portions of the site are not developable due to the presence of sensitive
areas. If said grades were not present, more room on the site would be available for
development area, possibly resulting in a one story building. The project is further
limited by the amount of street frontage and access to the parcel. The location of the
building in relation to the street level will cause the building to be physically lower than
much of the surrounding property, which will limit the visual impact of the additional
building height.
(3) The granting of such variance will not be materially detrimental to the public
welfare...
The use of the property as a school site has been historically established. The additional
height will allow for screening of rooftop mechanical equipment, which would
otherwise be exposed. Rooftop equipment in this zone are not required to be screened.
13
Staff Report to the L98 -0083 / L98 -0092
Planning Commission Tukwila School - 5939 S. 149th Street
(4) The authorization of such variance will not adversely affect the implementation...
The construction of schools in residential zones is not specifically provided for in the
Comprehensive Plan, although there are general goals and policies in the Plan that
provide for the appropriateness of schools in residential zones.
(5) The granting of such variance is necessary for the preservation and enjoyment...
The construction requirements for the schools are more stringent that surrounding
uses, which result in a taller two story building. Height variances for the school district
have been previously approved.
RECOMMENDATIONS
Approval of the Variance request.
14
>:$:; �..?'
• f- w
•
:JUG
:0 0-
•
• cn w:
w z;
J H! •
•
N LLe
.:
• u_Q;
,= CJ:
w, •
•
• •Z
;moo; •
• wuf
— U
•
• Z'.
U col �
•
Z
City of Tukwila
John W. Rants, Mayor
Department of Community Development Steve Lancaster, Director
JANUARY 14, 1999
CITY OF TUKWILA
NOTICE OF HEARING
PROJECT INFORMATION
Tukwila School District has filed applications for a Conditional Use Permit, Number
L98 -0083, and a Variance, Number L98 -0092, to construct a new 64,500 square foot
school to replace the existing Tukwila Elementary at 5939 S. 149th Street.
You are invited to comment on the project at a public hearing scheduled for January 28,
1999 at 7:00 p.m. before the Planning Commission. The hearing will take place at City
Hall in City Council Chambers, 6200 Southcenter Blvd. To confirm the time and date
before the hearing, call the Department of Community Development at 431 -3670. For
further information on this proposal, contact Michael Jenkins at 431 -3685 or visit our
offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to
5:00 p.m.
Permits applied for include:
• Conditional Use Permit
• Variance
• SEPA Checklist
Other known required permits include:
• Development Permit
• Land Altering Permit
• Street Use Permit
FILES AVAILABLE FOR PUBLIC REVIEW
The project files are available at the City of Tukwila. To view the files, you may request
them at the permit counter of the Department of Community Development (DCD), located
at 6300 Southcenter Boulevard #100.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
■• *?• •
City of Tukwila
John W Rants, Mayor
Department of Community Development Steve Lancaster, Director
NOTICE OF COMPLETE APPLICATION
December 16, 1998
Randy McQuay
Heery International
1326 - 5th Avenue, 8th Floor
Seattle, WA 98101
RE: Application for a Variance, Tukwila School, 5939 S. 149th Street (L98 -0092)
Dear Mr. McQuay:
Your application on behalf of Tukwila School District for a Height Variance as part of the
reconstruction of Tukwila School has been found to be complete on December 16, 1998 for the
purposes of meeting state mandated time requirements. The project has been assigned to me and is
tentatively scheduled for a public hearing before the Planning Commission on January 28, 1999.
As the required Notice Board for this project has already been erected as part of the Conditional
Use Permit and SEPA reviews, no additional requirement for posting or mailing notice will be
needed. This determination of complete application does not preclude the ability of the City to
require that you submit additional plans or information, if in our estimation such information is
necessary to ensure the project meets the substantive requirements of the City or to complete the
review process. If you have any questions, feel free to call me at 206 - 431 -3685.
Sincerely,
.‘u_?1)>I1--____-
Michael Jenkins
Assistant Planner
cc: Reviewing City Departments
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
'
CITY 01 fUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
ZONING CODE
VARIANCE
APPLICATION CHECKLIST
The materials listed below must be submitted with your application unless specifically waived in writing
by the Department. Please contact the Department if you feel certain items are not applicable to your
project and should be waived. Application review will not begin until it is determined to be complete.
The initial application materials allow starting project review and vesting the applicant's rights. However,
they in no way limit the City's ability to require additional information as needed to establish the level of
consistency with development.standards.
Department staff are available to answer questions about application materials at 206 - 431 -3670.
APPLICATION FORMS:
Application Checklist (1 copy), indicating
items submitted with application
Variance Application Form (8 copies) & fee -
$600
la-b-omplete applications for all other applicable
land use permits
RECEIVED
NOV 2 41998
COMMUNITY
DEVELOPMENT
PLANS [Eight (8) copies of the following]:
3--Nicinity map showing location of the site.
Surrounding area map showing existing and uses within a 1000 -foot radius from the site's property
lines.
Site plan at 1 "= 30' or 1" = 20', with north arrow, graphic scale, and date; and the license stamp of the
architect. The following information must be contained on the plan (details may be included on
additional drawing sheets):
O- Property lines and dimensions, lot size(s), and names of adjacent roads.
cation and setbacks of existing and proposed structure(s) with gross floor area.
0---n-cation of driveways, parking, loading, and service areas, with parking calculations.
cation and type of dumpster /recycling area screening.
0--Co-c-ation and type of exterior lighting, including parking and pedestrian areas.
ocation of any trails, parks, plazas or other outdoor open space; existing and proposed
open space easements and dedications (if any).
ation and classification of any watercourses or wetlands, and 200' limit of Shoreline
Overlay District.
ZCVCKLST.DOC 12/12/96
.
z
w
6 0
00.
No
W=.
CO U-
w 0
2
u_ Q`
5.12d
I- w.
1
I- O'
Z
2o
U
CI
w uj
�U
u.
uiz
U =_
0 f-
z
(4---gisting and propo' —'' grades at 2' contours for Sensitive Pms and their buffers (TMC 18.44),
extending at least feet beyond the site's boundaries with slopes in excess of 20% clearly
identified. •
O'Other relevant structures or features such as rockeries and fences.
cLocation of outdoor storage areas and screening.
Dandscapelplanting plan at the same scale as site plan, with north arrow, graphic scale, and date;
. , and the license stamp of the landscape architect. The following information must be contained on the
plan:
O-Property lines and names of adjacent roads.
O'Location of the following: proposed structure(s), vehicle and pedestrian circulation areas,
dumpster /recycling area, site fumiture, any proposed public outdoor art.
erExisting trees over 4" in diameter by size and species, and any trees to be saved.
O—Proposed landscaping, including size, species, location and spacing.
z
W
U0.
W =.
J '—
E y W 0'.
Building elevations of all building facades at a scale of 1/8 " =1' or 1/4 " =1', with graphic scale
and date. Each sheet shall have the license stamp of the architect. Include on the ga
levations: n
Dimensions of all building facades and major architectural elements, with notations of z w.
materials to be used. z
O� Location and type of exterior building lighting. :z 0
O' Location of mechanical units and proposed screening where necessary. w • w
D 0.
One (1) high quality 8 1/2" x 11" reduction of each sheet in the plan set. 0
o
N.
O 1—
w w
O -APPLICANT'S RESPONSE TO DESIGN REVIEW CRITERIA: 0:
—O
LLiz.
co,
,--F
L J OTHER MATERIALS: 1 • F.'.
Other documentation and graphics in support of the proposal may be included as appropriate, such as
. .........
color renderings, perspective drawings, photographs or models. If other materials are to be considered,
eight (8) copies of each must be submitted (except models). Color drawings or photos may be
submitted as 8.5 x 11 -inch color photocopies.
Written response to the Variance Criteria (8 copies).
PUBLIC NOTICE:
O iKing County Assessor's map(s) which shows the location of each property within 500 feet of the
subject property.
O Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500
feet of the subject property. (Note: Each unit in multiple - family buildings - -e.g. apartments, condos,
trailer parks - -must be included.) See Attachment A.
a. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that a
complete application has been received. See Attachment B.
ZCVCKLST.DOC 12/12/96
�
CITY 0!- TUKWILA
DEPARTMENT OF COMMUNITY DEVELOPMENT
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431 -3670
ZONING CODE
VARIANCE
(P -VAR)
APPLICATION
,.:..y ... .. .: '. > ' ::: •... .. �� . .. .:.a ; u..:r '.1' l .:i:E:}tu ... M.ii.'.' kM .
.,.k.' i,c, ..:atr'8,nE'p.Yi°ltk ,o ?iK a�xl;i<,,,N;10 ,"!'. �Sk.ft .:ki .``.,. • 1. S 3dt.r'z'D.� s. :�' `'. J` ^:;,,,.s:
F'!f . "Y . .x`.T:Eit.c' ':.>. 'S.< its... ..,.3s�. <,,,, ,. :,.fd:c : q i .< 'rra "`: �, i'. %i;^aH� '> r <ea'Z"::. %:a . «^ �f i:•.'.'',n kik'�� 'yxysi, e:-; f: ";;?'
:...�.����' � � - �. � ,� 5�:��F014�S,TAF.F-USE�ONL�:Y.., { F.s,. >. E ,�x.'w�.:�.: -�, .r. �r ���
iF' 7Yrw. tAl.: H.` �ieF.'`. ei�v" i5�.. 3��1! enlE +",E�a"�Ii:LE)M,�M.,Y�iHb;£L .1 ti 2 k: > 6M ). �'. .i x L.. <: <.:,...
.... <ix.M Y i..Y y,:•:tior..�<�• ..: .:x=¢x. 61:. t . •.Ef :�A'i` )
fr. ., "a5,.s.1Y % 1.3f ? li.W3?,Y . S�i`�£S<.,. "; �'frl2j�r<. *.� •ifl 3 A ?j" o- 73:.x:
`D h {'X f,e{ „ 1' ?t• ^'TYS S J .i'$1 k, y t • YF4 S L
�: � ,Y , ...., > t
Pianner.,:.,k {Eai{ ..:w<, E.
E's•.;^.t:n¢E<wa,ovo....sa. < k<"3<.. �:rE. <rx.<A. iw' ..<.:; �3hrf'% zrw3at .f"d::E'x?�.,t.:r:�<z•: �'�fo��s:t�.s
K::<: �,..-r,,,:..;;;.,,,,,, ...,.Yf¢i �<•',. Y' PO >'yt¢•4 y.:t,, :.,:' .if :.i{v:
`3 .i Fi <T`^ `K < 't c F� »:<` <.:a.•, kr 1.. C:. i,
a S < $ 4 :s. ' •��'*c 1 ,'.i,•,y�i'�i 3.-0 !; ., >.:..'.i.<
; FI�:Number-. , ;. = a..,¢ �.�:F;M.•. i;" , ;:'r
.. . ?w« K .... q
.a >,. ".; t»:t:;'...<c:....:.:..<.a..� .t •� ... .,�Y ,. .. ..{�•FY <y vi.,`u <.-E
ls.r w? 0,'.'' w:.4.:: ^�ti„ :_:.' ..'gy..X , `n E. 1y 4y ..:r >zi>^ �4I.iv,'�•Y a ?y,z '=4f
' 3 t'�S F
ecei t Numbere .:` ft - n 44 3 F n� F €z i3 yaw
?I %'''; :.?,- :%Z ?, ';..r. Ir'•" Ki L
.` j C It a a v# t
Pro ect .11e. <
`aq:...„. 7 °,g ;;vw �'{Yw>�:u'Y,.fdi,
�f }x:i<x tt.` SU"'yyjjb''<f ?rsFixeaxj.,
.r b .. <�,: y ,,. .:<¢ '' ,.< ,,, ,;�y ^E >'^ ii,iw.t E :? '1, <s :.•
' S i Y. J<A" 1F S�4 +f > i '< E[. , ; l T s`r..
• Vin, ).. "
e�:: ile:�:: .w =
/f � ..... f t ,� . � � �<'a t1 23 y
;.. { �. ..
x"}. ..,, . e , ...„;:; <
, . 'M.< 4,, i.0 E 1Y� { f"(C` Y} "'Fb �.3c d
<... rte.
io :,. . W �xk'v- £:u:Ax ax
- A�plicationFCompiete (Date � ..,�
� .2u. . 9 U Y� x •. f. � 1: L bi £
3 "; ..k'Ei'Ra�r r<� >X£.ria; x,E.i) a<'f +j in?E` <`bF�a•k .�5 k� s..i` b '
0:s? .�'.: o < S^ S : s. j Cr. . y' . S .z a. £ ,
n ....< 3>< rte#' ', i ') fb.. � '� L J {^ff 1 f .
her Fiie # �' 5 � a . .
T::£4 T^ 7*x' a c'' <'^'. ''" .a -^YF .
F.� (.Y. t.`A4e'Y2 , ..Y.. } J. .:<£ ) k t Sd yi:S�F9 a .ag�> s- 3 "^"3 ZS
Application <fncomplete ;(Date: _' .` - : {a )r<
1. PROJECT BACKGROUND
A. NAME OF PROJECT /DEVELOPMENT: . _ 11 J �d
B. LOCATION OF PROJECT /DEVELOPMENT:
�/
STREET ADDRESS: 6 T-- S f / / l/ - _�7,ftr 7'
ASSESSOR PARCEL NUMBER:
LEGAL DESCRIPTION:
Quarter: Section: Township: ' Range: (This information maybe found on your tax statement)
c. CONTACT: (Primary contact regarding the application, and to whom all notices and reports shall be sent)
NAME: (.
.
ADDRESS: /3,7� S 44f- G' • P7% —..4,,-
'PHONE: — _S-8'7 —e>4/73
SIGNATURE: A % DATE: ; rm P cc
ZCVCKLST.DOC 7a/96
%:
D. PROPERTY OWNER DECLARATION
The undersigned makes the following statements based upon personal knowledge:
1. I am the current owner of the property which is the subject of this application.
2. All statements contained in the application are true and correct to the best of my
knowledge.
3. The application is being submitted with my knowledge and consent.
4. I understand that conditions of approval, which the City and applicant have jointly agreed
may not be completed prior to final approval of the construction (e.g., final building permit
approval) will be incorporated into an agreement to be executed and recorded against the
property prior to issuance of any construction permits.
declare under penalty of perjury under the laws of the State of Washington and the United
States of America that the foregoing statement is true and correct.
EXECUTED at 4/ ia). (city), 7),{ S/ 4)4 (state), on
A/;4> > /fir- �� , 1998:.
4L/ (Pme)
1-/l 11��i/ / /1/7 .C.74'e -e,/
(Address)
r I -ff ) /` ?,)
(Phone N - ':er)
(Si : a ure)
-
Use additional sheets as needed for all property owner signatures.
,.. '.
• z ,
mow'
JU:
0 0:
.moo'
w=
J f-.
:CO u...
• w 0' •
=o
f- _,
i— o
11J uji
U '
N;
0 H:
.w
o
Z
w (j) ,
of
Z
A. WHY IS THIS VARIANCE BEI G REQUESTED?
B. DOES YOUR REQUEST MEET THE VARIANCE CRITERIA?
The Board of Adjustment will base its decision on the specific criteria shown below. You are solely
responsible for justifying why your property should not have to satisfy the same development
standards which all other properties /projects must meet. The Board must decide that your variance
request meets all five criteria. On a separate sheet, respond to each of the of the five criteria.
The Planning staff has provided some explanatory notes (in italics) to help you respond to each
criteria. Please feel free to use or ignore these as you see fit. The Board will make a decision based
on the five criteria, not staff explanatory notes.
1. The variance shall not constitute a grant of special privilege inconsistent with the limitation upon uses of other
properties in the vicinity and in the zone in which the property on behalf of the application was filed is located.
Explain how your requested variance would not give you a special privilege in your use of the property in relation to
the requirements imposed on adjacent and neighboring properties and on properties within the same zone
classification.
2. The variance is necessary because of special circumstances relating to the size, shape, topography, location or
surrounding of the subject property in order to provide it with use rights and privileges permitted to other properties in
the vicinity and in the zone in which the subject property is located. .
Does a special property characteristic such as size, shape or topography, combined with the zoning code
requirement, prevent you from using your property in the manner of adjacent properties or other like -zoned
properties? .
Special circumstances should not be due to: 1) actions by past or present property owners (i.e., developing or
subdividing property which results in an extremely difficult to build parcel) or paying more for property than was
justified by its development potential; or 2) actions which have already been compensated for (i.e., the State
condemns a portion of land for 1 -5 construction and compensates the owner for the diminished value of the remaining
parcel).
3. The granting of such variance will not be materially detrimental to the public welfare or injurious to the property or
improvements in the vicinity and in the zone in which the subject property is situated.
Would granting your request cause any harm, injury, or interference with uses of adjacent and neighboring
properties? (Consider traffic, views, light, aesthetic impacts, etc.)
4. The authorization of such variance will not adversely affect the implementation of the Comprehensive Land Use
Policy Plan.
After review of the City's Comprehensive Land Use Policy Plan, list any inconsistencies between your variance and
the Plan's goals, objectives or policies.
5. The granting of such variance is necessary for the preservation and enjoyment of a substantial property right of the
applicant possessed by the owners of other properties in the same zone or vicinity.
Without the variance, no uses for which your property is zoned (i.e., for a single - family residence or commercial site)
would not be possible. Without the variance, rights of use of your property would not be the same as for other
similarly zoned property. Describe other alternatives for use of your property. Why were these alternatives rejected?
ZCVCKLST.DOC 7/3/96
:(' .': +� '+
z
�w
6
JU
00
w
w .
J
w o.
2
Q.
_• °
z�
o.
Z �.
D o:
o zz.
o I
=w
1-
u—'o.
Z.
O D-
w
O
z IT
Answers to Variance Criteria for Tukwila Elementary School
1. The variance shall not constitute a grant of special privilege inconsistent with the.limitation
upon uses of other properties in the vicinity and in the zone in which the property on behalf of
the application was filed is located.
The requested variance is only to allow a sloped roof design that is compatible with the surrounding
neighborhood. It is not to achieve a third floor of occupied space. The building is a 2 -story building,
which is permitted on adjacent properties.
The proposed height of the building is consistent with other schools in the area (i.e. Foster High
School and Showalter Middle School).
2. The variance is necessary because of special circumstances relating to the size, shape,
topography, location or surrounding of the subject property in order to provide it with use
rights and privileges permitted to other properties in the vicinity and in the zone in which the
subject property if located.
The site, although adequately sized, cannot be fully utilized due to naturally landscaped sloping
terrain on the south and east portions of the site. Regrading the site to make these areas usable would
cause significant loss of natural landscape buffer between the school and adjacent residences, alter
watershed, erosion, and absorption conditions, and generally cause substantial negative impacts to
the neighborhood. In addition, the new school must be constructed while the existing school (on-
site) is in full operation. To mitigate these conditions and still provide adequate area for parking,
playfields and on -site bus and parent drop -off, it is necessary to design a 2 -story school solution.
3. The granting of such variance will not be materially detrimental to the public welfare or
injurious to the property or improvements in the vicinity and in the zone in which the subject
property is situated.
Granting the request would cause no harm, injury or interference with uses of the adjacent and
neighboring properties. Southerly views from houses to the north would be impacted slightly by the
added height, but their view of the new school would be buffered by landscaping much more than
their current view of the school as it exists.
The traffic impact of the current school on the neighborhood would be greatly reduced by the design
of the proposed school.
4. The authorization of such variance will not adversely affect the implementation of the
Comprehensive Land Use Policy Plan.
There are no known inconsistencies between the variance and the Comprehensive Plan's goals,
objectives and policies.
\\ntserver\projects\ jobs \tukwila \managemt13_govemment agencies \b building \variancecriteria.doc Page 1 of 2
':;:
5. The granting of such variance is necessary for the preservation and enjoyment of a substantial
property right of the applicant possessed by the owners of other properties in the same zone or
vicinity.'
The granting of this variance is necessary for the preservation and enjoyment of a substantial
property right possessed by the Foster High School and Showalter Middle School; both schools are
in the City of Tukwila.
11nmenteAprojeccs 1jobs\tukwilAmanagema_govemment agencica buildinevariancecriteria.doc Page 2 of 2
... ..
.
•
'J
U0 •
Lir
W =
,U) u -f
W
5.
LL. Q'-
N d;.
:12 Di
F- O:
• �O r.
•
I= Uf
!U U
_O F—:
The
GREENBUSCH
Group
ACOUSTICAL RECOMMENDATIONS
TUKWILA ELEMENTARY SCHOOL
BASSETTI ARCHITECTS, PROJECT ARCHITECTS
November 6, 1998
INTRODUCTION
The ,.following document addresses acoustical considerations for the Tukwila
Elementary School. Included within this document will be architectural acoustics
and noise control recommendations. Recommendations are based upon information
found in the DD level documents.
RECOMMENDATIONS
Architectural Acoustics
Architectural acoustics consists of control of sound between spaces, and creation of
desired acoustical environments within spaces.
Classrooms
In typical classrooms, floor carpeting and lay -in acoustical panel ceilings (minimum
NRC• 0.6) provide sufficient sound absorption for controlling reverberation and
maintaining speech intelligibility. Classroom finishes which have significantly Tess
total sound absorbing capacity, for example where carpeting is omitted, should be
augmented with acoustical wall panels. In the Art & Science classrooms where hard
finishes are the norm, higher noise levels are typically accepted, therefore
augmented absorption is can be omitted without causing unexpected conditions for
the instructors.
Musk
The most common deficiencies in a school music rehearsal room are insufficient
"acoustical volume" for the number of students using the space, inadequate ceiling
height and inappropriate surface finishes to control reverberation and diffusion of the
sound. A volume of 500 cubic foot per musician and height of 18 feet are
considered minimum to adequately diffuse the sound generated by an instrumental
group.
Rooms that are too small would result not only in lack of audible interaction
between the students but also in higher sound pressure levels which could be
potentially damaging to the hearing of the students and music instructors, as well.
Controlling maximum sound. level exposure is a requirement to meet standards
under WAC 246- 366 -110.
The Music Room acoustical treatment is designed to control reverberation and
produce uniform response of the room to musical sound. To accomplish this, the
RECEIVED
Acoustical & Mechan1c4ngineering Consultants
919 NE 71st Street 5'eattle, Washington 98115
T'TO /Zoo j1
HO U I.LL3SSvq
z •
00
ui
J =
, 6-
�u-. •
uj
ga
J'
it. Q.
=d
Fw
z�
o'
z _
U
-.
'=
u~.~
z.
•
o.
z
TukwilatElementary School
November'•6, 1998
Page 2
Music Room should be designed with a combination of reflective and absorptive
.elements over the most of the wall, ceiling and floor surfaces.
Recommended Acoustical Treatment
Ceiling. a
Suspend a ceiling grid below the structure, maintaining as much height as practical. ' 1-z.
In approximately 60% of the total surface area, place a fissured mineral fiber tile re 2
minimum NRC 0.60 in the grid. The remaining area should consist of either gypsum 0;
board panels cut to fit the grid or lighting fixtures. Either parabolic lenses or flat lens , coo'
surfaces on the lighting is acceptable. Distribute the "hard" and "soft" surfaces evenly w w
around the room. J u) u_
w a
Walls: 2
Acoustically absorptive panels should be alternated on all wall surfaces, covering g a.
about 40 to 50% of the total wall area. We recommend full wall height (or nearly cn a
so) for the absorptive panels. if desired, absorptive panels can be located some I w:
height (not more than 2 feet) above the floor to reduce damage and held below the ?
ceiling by 1 or 2 feet. Less coverage of the walls may be adequate reverberation z o,
control and can be evaluated as the design scheme for the room progresses. ? o
U
Absorptive wall panels should consist of 2" thick panels with a core of glass fiber, o S;
minimum 0.80. Panels should be covered in an acoustically porous covering. A w ~'
perforated covering offers excellent abuse resistance, providing that the NRC is 1- o
maintained. Distribute evenly around the room. u. p`
.. z'.
0 f
F. I
0
• Rebound series panels by Wall Technology. Represented by Schwarz &
Associates, (425) 277 -0631
• ALPRO perforated metal panels with 2" fiberglass filling, 3 psf density.
Represented by William Plunkett Company, Seattle, WA, (206) 322 -0250.
Hard chalkboards, etc. should be angled out at the bottom 100 to direct the reflected
sound into the ceiling.
Recommended products:
Floor.
The floor should remain hard; vinyl, wood or concrete.
Multi- Purpose Room
Absorptive treatment is essential in this area to control noise levels during lunch and
other times when large crowds will be gathered. This is not the best approach
during a performance. However, there will be a sound reinforcement system in this
area which will augment the sound. The room may sound somewhat dead for
music, but intelligibility of the spoken word should be good.
Tile GREENBLISCH (.a ro >.i i )
IT0 /C00
:
919 NE 71st Street Seattle, Washington 98115 • Phone (206) 524.0593 • Fax (206) 5240630
HO /IV IZi3SSVS
6TS6 Ore 90g IVd TT:PT 86 /ST /ZT
Tukwila Elementary School
November 6,.1998
Page 3
Wood ceiling is currently scheduled in the Multi- Purpose rooms. Since the wood
ceiling system is desired architectural design of the space, we suggest a few options
which allow keeping this aesthetic quality.
Suggested products:
z
• Wood Grill by Pacific Wood Systems (if this product selected, we will advise _ i-:!
regarding type to be used), represented by Andy Schwarz, 425 -277 -0631. I- w
• Louver Wood Ceiling by Conwed (rail height should 1- 1/8 "), represented by D;
Gunnar Fortland, 503 -228- 07028. o"
co 0
• MonoCell by Ceiling Plus, represented by Gunnar Fortland, 503 -228- 07028. w =
1" thick black -faced ductliner should be placed above the suspended Wood Grill J 1._ u.
Ceilings. u O;
In addition to the ceiling treatment, wall absorption is desirable to control u a
reflections. This is particularly important on the wall surface opposite the "stage" = a
location when the space is used for performances to control reflections back to the ~ i
lecturer or performer. We recommend that absorptive panels be located on the 1- o`
north wall of the room assuming that the most probable location of the movable w 1-
platform is at the south wall. if the location of the platform is not defined we would 2 D
recommend a uniform distribution of the acoustically absorptive panels over the v �;.
walls in the form of 8 feet high and 4 feet wide panels located at about 3 feet above o F-.
the floor and 4 feet apart. w w
H V
Library u. z"
0
If the Reading room is likely to be an active, instruction space, the ceiling in the v cn
space should be absorptive. This will be particularly critical in any story telling area. o i
z
The same kind of absorption system (wood grill with black -faced ductliner above) as
that recommended for the Multi- Purpose room can be used in the library.
The stacks of books will provide adequate diffusion along the lower level. No
additional wall treatment is required.
The floor in this area should be carpeted.
Gymnasium
The reverberation in the gymnasium can be controlled through the placement of
absorptive treatment on the "ceiling surface. Controlling reverberation will improve
the ease of understanding speech. Sound absorption will also help reduce overall
noise levels.
The GREENBUSCH ('7 rac(I�
VTO /T7OOIJ
919 NE 71st Street Seattle. Washington 98115 • Phone (206) 524.0593 • Fax (206) 524 -0630
HD IV IZLHSSVEI
'
".;
Tukwila Elementary Schoch
November 6, 1998
Page 4
An absorptive ceiling treatment, such as, lay -in acoustical panels ( Tectum), glue -on
tiles, acoustical baffles or lapendaries, acoustical roof decking, spray -on cellulose,
such as K- 13 "f ", will provide most of the needed sound absorption. The acoustical
material selected should have a minimum NRC 0.60. Another option for acoustical
treatment is perforated metal panels fastened on the under side of standard roof
deck, with 1" ductliner on top.
If acoustical roof decking is an option under consideration we recommend using
Loadmaster, Super span 200R, Acoustical 11 with perforations on the flat exposed
surface and every corrugation filled with fiberglass batts. An additional area of
sound absorption, in the form of wall panels would normally be required to augment
roof deck absorption.
Furthermore, in large spaces such as this, the potential for flutter echo also exists.
This is a condition where sound is reflected between parallel surfaces for prolonged
periods of time. The "echo" is totally independent of overall reverberation time and
may actually appear worse in spaces that are not overly "live ".
In order to minimize the potential for flutter echo, absorptive treatment must be
added along two adjacent lower wall surfaces between 4 inches to 6 inches from the
floor and door height. Flutter echo is only apparent at ear height so the treatment
must be low. Placing an equivalent amount of treatment high on the wall will have
no affect on the flutter echo condition.
Wall absorption may be any of the following:
• Cementitious fiber panels (Tectum or equivalent, with glass fiber batt or board
behind,) or
• Metro Rebound panels by Wall Technology
• 4" or 6" Soundblox Type R
Conference Rooms and Offices
In conference rooms and offices, lay -in acoustical panel ceilings and floor carpeting
provide sufficient sound absorption for controlling reverberation and maintaining
speech intelligibility. Acoustical tile or panels should be rated at NRC (Noise
Reduction Coefficient) 0.60, minimum.
NOISE CONTROL
Enclosed is a list of precautions for constructing sound retardant partitions. These
notes should be included directly on the wall detail sheets of the construction
documents.
Audibility of intruding sound depends on the amount of acoustic separation
The GIENBUSCH (3 1'(111 p
tT0 /5001]
919 NE 71st Street Seattle. Washington 98115 • Phone (206) 524-0593 • Fax (206) 524 -0630
HO UV I.1 L3SSVg
6TS6 Ott 90Z %V3 ZT:TT 86 /ST /ZT
Tukwila Elementary School
November .6, 1998
Page 5
produced by the construction separating two adjacent spaces. It also is directly
related to the amount of background sound present in the room receiving the
intruding sound. People in rooms with higher background sound levels, typically
produced by the HVAC system, are less able to hear intruding sounds. Conversely,
people in rooms that are quieter can hear intruding sounds more easily.
Determination of appropriate wall and floor /ceiling types . requires an assumption
regarding expected background HVAC levels in the receiving room.
Recommended Wall Types: The following table presents suggested STC's for wall
separation between various adjacencies. STC stands for Sound Transmission Class,
and It is a single number rating that represents the decibel reduction provided by the
separating assembly. The required STC and description of expected acoustical
performance of the partitions assume NC (Noise Criteria) 30 in private offices, NC 35
in classrooms and NC 40 in Gymnasium:
Table 1
Recommended Wall Types
Source Room
Classroom
Conference
(Note ** for
doors)
Kindergarten
Physical
Therapy
(Note ** for
doors)
Receiving
Room
Classroom
Principal
Office
(Note ** for
doors)
Conference
(B107)
(Note '* for
doors)
Spec. Ed.
Classroom
Special
Needs
Support
Speech
Tho GREENBJSCH (3 rou l)
t TO/ 900 in
Source
Description
Normal
Speech
Raised
speech
Normal and
Raised
Speech
Raised
Speech
Raised
Speech
Physical
activities
Required STC for
Inaudible to Barely
Audible Intruding
Sound
45
Raised speech
will be slightly
audible at times
43
45
55
Description of Assembly •
Type 1: Single layer 5/8"
GWB each side of 2x4
stageered studs on 2x6
plate, R -11 insulation in
cavity.
Type 2: 2 layers 5/8"
GWB one side and 5/8"
GWB other side of 2x4
wood studs, R -11
insulation in cavity.
Type 3: 2 layers 5/8"
GWB each side of 2x4
wood studs. R -11
insulation in cavity
Type 4: Double 2x4
wood studs, 2 layers of
5/8" GWB on each, R -19
insulation both cavities.
(Note ****)
919 NE list Street Seattle, Washington 98115 • Phone (206) 524-0593 • Fax (206) 524-0630
EDUIV I LL3SSVS
'
z
mow.
re 6U
0 0.
CO U,
w is
J .
U) U.
w
zd
I- al
Z�
O
w ~,
2p
U
ww
~. E_
z:
O
z
Tukwila, Elementary Schoui
November 6, 1998
Page 6
Source Room
Receiving
Room
Source
Description
Required STC for
Inaudible to Barely
Audible Intruding
Sound
Description of Assembly *
Toilets •
(Note ** for
doors)
Classroom
(Not as
important for
kindergarten
Water splash
and toilet
flushing
noise
45
_
Type 3: 2 layers 5/8"
GWB each side of 2x4
wood studs. R -11
insulation in cavity.
Chase wall (where exists)-
-- 2 GWB layers on the
classroom side
Nurse Office
Counselor
(8112)
(Note *" for
doors)
. Raised
Speech
43
Type 2: 2 layers 5/8"
GWB one side and 5/8"
GWB other side of 2x4
wood studs, R -11
insulation in cavity.
Music Room
(Note * ** for
door of at
least STC 47).
•
Classroom
Band Sound
Levels
(up to 95
( t
(up
60+
Type 5: Double wall —
6" concrete + a frame
partition spaced at least
1/2" from concrete with 2
layers 5/8" GWB. R -11
insulation in stud cavity.
or
Type 4(a): Double 2x4
wood studs, 3 lavers of
5/8" GWB on one outside
face and 2 layers the
other outside face, R -19
insulation both cavities
Boiler Room
Gym
Mechanical
Equipment
55+
Type 6: Grouted CMU,
6" thick.
The door leading into the
Gym should be either
eliminated or should be
acoustical door of STC
47 * * *.
Tito GREENBUSCH Group
Pro /zoofj
919 NE 71st Street Seattle, Washington 98115 • Phone (208) 524-0593 • Fax (206) 524 -0630
HD IV IZLaSSVS
6T28 OTC 90Z XVd CT :rT 96 /5T /ZT
.z
mu,
J U;
.0 O'
•w m;
1—
w 0:
g
u_
—a.
•
=w
I-_
z r
Uc
;o —;
• ._
• w`
• —O
•
w z..
f- _:
z
Th
Tukwila Elementary School
November 6, 1998
Page 7
Source Room
Receiving
Room
Source
Description
Required STC for
Inaudible to Barely
Audible Intruding
Sound
Description of Assembly •
Mechanical
Attic
Ceiling
Plenums
above the
Classrooms
Mechanical
Equipment
43
Assum•tion:
Type 2: 2 layers 5/8"
GWI3 one side
(mechanical room) and
5/8" GWB other side of
2x4 wood studs, R -11
insulation in cavity.
Acoustical tile
ceilings in the
classrooms on
- 2nd floor
Notes:
These partitions should extend to the structure (at least one layer of GW8 on each stud side),
preferably. Special ceiling treatment will be required if this is not possible.
The doors in counseling and principals should comply with the following specification:
• A solid core wood door, 1 -3/4" thick.
• The frame to be grouted solid, or packed solid with safing insulation and sealed
airtight with acoustical sealant. The door frame to be grouted solid by installer.
• Provide the following door seals:
• Head: Pemko 3S0CN, or equal
• Jambs: Pemko 350CN, or equal
• Bottom: Pemko 4301 or 314AN, or equal
• Threshold: Pemko 2005 with 52 silicon seal.
Note that the doors should be sealed against hard floor (vinyl tile, linoleum, wood
floor, etc.).
* ** STC 47 rated acoustical door to meet the following requirements:
1. A steel, solid core, door with a frame, hinges, perimeter and bottom seals, and a
threshold to be included with the door assembly.
2. The door to be formed from minimum 16 gauge steel, with welded seams and
reinforcements.
3. The core material to be an inert, incombustible, non - coupling filler.
4. Use double magnetic perimeter seals.
5. Use cam -lift hinges in combination with a compressible neoprene bottom seal.
6. The door frame to be grouted solid by installer,
7. Provide certification that the door construction utilized is identical with the door
construction rated at STC 47 which has been tested at independent laboratory in
accordance with ASTM E90 -90.
Overly 4788125 (magnetic gasket) Kriegersonic NC6 -16 -8848 (with magnetic perimeter
seals), or equal.
a.
�l'llt� GREENBUSCH ruu p
PTO/8002i
919 NE 71st Street Seattle, Washington 98115 • Phone (206) 5240593 • Fax (206) 524-0630
H02IV Ilia SVg 6T96 OVC 90Z IVd CT :VT 86 /ST /ZT
Tukwila Elementary School
November 6, 1998
Page 8 •
The door will be a weak link between Physical Therapy and Spec. Ed. Classroom. For better
acoustical performance, we recommend that two doors be installed in double stud wall (one
door can be opened into Physical Therapy and the second one Into Spec, Ed. dr.)
Noise Control between Gym and Multi - Purpose Room
A masonry wall (grouted) currently designed to separate the multi - purpose room
from the Gym, will provide an adequate sound isolation between these two rooms
for simultaneous use the Gym and Multi- Purpose room assuming that no amplified
sound system is used in either room. However, the door will compromise the
acoustical performance of the partition. The required acoustical performance of the
door depends on expected performance of the composite partition (wall and door).
If the Gym is used with sound reinforcement system concurrently with performance
in the Multi- purpose room or visa versus, the door selected should be acoustical
door of a minimum STC 52. The intruding sound levels with the described
construction are expected to be in the range between 35 dBA and 45 dBA,
depending on the sound levels in the source room. The predictions assume that
source sound levels range from 85 dBA (adequate to amplified speech) to 95 dBA
(amplified music) in the source room. These intruding levels will be slightly audible
and may be clearly audible occasionally depending on background sound levels in
the receiving room.
If the better sound isolation is desired, the wall should be equal to Type 5 as
described in Table 1 above.
Music Room Floor /Ceiling Construction:
In order to achieve adequate sound isolation between the Music room and
classroom above, we recommend the following construction:
• Suspend two layers of 5/8" gypsum board in the Music room on wires with
isolation hangers Kinetics ICC or Mason W30.
• A 1/4" gap should be left at joint of the GWB ceiling and walls; fill the gap
with a low- density fiberglass and caulk with an acoustical sealant.
• Fill the joist cavities (about 3/4) with fiberglass batts.
• Light fixtures should be surface mounted.
• If suspended light fixtures are desired in the music room they should be
suspended from the GWB ceiling.
• Provide flexible conduit with non - stressed loop for light fixtures. Rigid
attachment to the structure above should be prior to non - stressed loop.
• Provide flexible connector between the supply diffusers and the sheet metal
ductwork.
• Acoustical tile should be applied to GWB or suspended beneath.
The GREENBUSCH (i ro a l:)
PTO/600Z]
919 NE 71st Street Seattle. Washlrtgton 98115 • Phone (206) 524-0593 • Fax (206) 524 -0630
H0217 I.LL3SSVa
6T26 OVC 90g rea CT:VT
86 /2T /ZT
z
re w.
JU
U0:
Wo
(/)w
I
CO U.
w 0.
ag • 5.
u.¢
CO
—
I— • w.
Z
I-0.
Z I:
LU
U
O -.
0 I-
uJ
(5 .
rail z
C.)=
P. I.
z
Tukwila Elementary School
November 6, 1998
Page 9
These recommendations assume that floor /ceiling construction between the first and
second floors consists of 1 -1/2" concrete topping and 3/4" plywood over TJI joists.
Roof Construction
We recommend that the designed roof construction be improved using one of the
following options:
1. Add an additional layer of "Durock" or "Wonder" board (1/2" thick) over the
designed roof construction. Low density fiberglass batts should be placed
between the trusses.
2. Incorporate GWB ceilings in the classrooms on the second floor.
The second option is preferable from an acoustical standpoint. It should be also
noted that GWB ceilings will provide better isolation of the classrooms from the attic
mechanical platforms.
MECHANICAL NOISE CONTROL
Acoustical Design Criteria
The mechanical system design should be in conformance with state public school
standards, following the requirements of WAC 246- 366 -110. Instructional spaces
(classrooms) are required to conform to the following maximum permissible noise
• levels:
(1) Design noise levels for classrooms should not exceed noise criteria of NC
35 for ventilation and other mechanical equipment
(2) Measured noise levels for ventilation systems at any student location
cannot exceed 45 dBA.
We recommend including the following criteria for mechanical equipment noise
with the project manual:
Space, NC dBA
General Circulation Areas 45 50
Gym 40 45
Classrooms, General Offices 35 40
Conference Rooms, Private Offices, Multi- Purpose 30 35
Music Room 25 30
NC criteria shall be defined and measured in conformance with the requirements of
the ASHRAE 1987 HVAC and Systems Guidebook and the National Environmental
Balancing Bureau.
The GREENBUSCH (i ru a p
i'TO /0TO Ej
919 NE 71st Street Seattle. Washington 98115 • Phone (206) 5240593 • Fax (206) 5240630
Ha2IV IS.i3SSVS 6T26 06C 90Z xva tT :%T 96 /9T /ZT
z
x
Uo'.
i;� °`
CO w:
W=
CO
W G:
•
a,
iw
2
Z
Z
o.
w
U�
:° f—
tii
N`
z '
Tukwila Elementary School
November 6, 1998
Page 10
Air Moving Equipment
Centrifugal fans with forward curved blades tend to generate higher noise levels at
low frequencies, and are very sensitive to anything but ideal discharge conditions.
The discharge duct should extend straight from the cabinet for a length of 5 duct
diameters, to avoid excess low frequency turbulence noise.
Fans should be selected to operate as closely as possible to their rated peak
efficiency.
Heat pumps should be suspended on spring and neoprene hangers with 1 -inch static
deflection. The hangers should be equal to Mason Model 30N, Kineticks Model
SRH or Amber Booth Model BSRA.
Provide neoprene reinforced canvas flexible connections between ductwork and the
heat pumps.
Exhaust fans should be internally spring isolated or supported by combination
seismically restrained steel spring and neoprene isolators. Provide neoprene canvas
flexible connections between ductwork and the exhaust fans.
Ductwork
AU ductwork should be galvanized steel throughout, no exceptions. Fiberglass
ductboard does not provide sufficient attenuation for sound transmission through the
duct walls to contain fan noise.
High velocity airflow through the ductwork will cause sound to be regenerated at the
fittings and induce excessive vibration of the ductwork. Air velocities in ductwork
should not exceed the following values:
Duct
Main Trunks
Branches
Connection to Diffuser or Grille
Maximum Velocity, fpm,
1500 -1800
900 -1200
400- 600
Lining the ductwork in not a substitute for the above treatments to reduce noise
regenerated by airflow and vibration. Lining the ductwork would attenuate
discharge fan noise passing through the diffusers but would not effectively reduce
noise transmitted through the duct walls.
The mechanical noise analysis and mitigation recommendations are based on sound
power levels for scheduled mechanical equipment. For our analysis, we used
manufacturer's sound level data and data estimated with computer aided product
selection programs for mechanical equipment with characteristics corresponding to
those presented in the mechanical schedule, drawings M0 -1.
The GREENBUSCH (3r«() p
TTO /TTO [2]
.!
919 NE 71st Street Seattle. Washington 98115 • Phone (206) 524-0693 • Fax (206) 5240630
HD V I L12SSVEI
6TS6 Ot?C 90Z IVA ST :PT 96 /ST /ZI
Tukwila Elementary School
November 6, 1998
Page 11
Recommendations;
Music Room.
• Line all supply and return ductwork with 1" acoustical liner.
• Line the return plenum of the heat pump with 1" acoustical liner.
Use at least 25 feet of internally lined ductwork (with 1 "thick acoustical liner)
downstream (supply air) of the heat pumps serving the rooms with noise criteria NC
30 to NC 35. All return ductwork should be internally lined.
Suspend ductwork on combination spring and neoprene hangers with 1 -inch static
deflection for 20 feet upstream and downstream from a connection to a fan or other
rotating device. Neoprene hangers should be satisfactory further downstream from
the air handling units. Do not allow the ducts to be in direct contact with chase
walls or rigidly attached to structural elements.
All flex connections should be insulated.
Grilles, Registers, Diffusers
Grilles, registers and diffusers should be selected 8 NC points below the room noise
criterion to allow for generous room absorption effects usually applied to catalogue
ratings.
Plumbing
Use cast iron DW &V piping throughout.
Water passing through rain water leaders may be audible in spaces directly below.
Rain water leaders over spaces with NC 35 or less need to be wrapped in insulation
and surrounded by Kinetics Type KNM -100AL Noise Barrier Material.
Use copper domestic water piping. Provide gas charged type shock arrestors at the
termination of risers serving flush and solenoid valves, Zurn, Wade, Josam, or
approved equal.
Piping within 25 feet of pumps should be suspended on combination spring and
neoprene hangers with 1 inch static deflection, Mason DNHS or approved equal.
Saddle type hangers with insulation shields should provide sufficient isolation
downstream from this point.
Heating Water Circulation Systems
We recommend base- mounted pumps located on concrete inertia bases. Base -
mounted pumps should be located on seismic type steel spring isolators with 1 inch
loaded static deflection, Mason SSLFH or approved equal.
'11 It' GREENBIJSCH (; mu!)
tIO /ZTO E
919 NE 71st Street Seattle, Washington 98115 • Phone (206) 524 -0593 • Fax (206) 524 -0630
HOU IJZ3SSVEI
8126 Ote 90Z IV3 ST :tT 86 /ST /ZT
z •
:�z,
re Ili'
J0
.0 O:
.tn 0:
07
w =?
J
• LL
w 0:
LL a.
• H w.
z. •
z�
z�`
0 �,
:O --;
"..=;:,
w w
I- 0
w z'
0 --
z
Tukwila Elementary School
November 6, 1998
Page 12
Isolate all pump pipe connections with twin- sphere neoprene flexible connections,
Mason MFTNC or approved equal. Electrical connections should be made through a
generous length of flex conduit.
Duct Isolation
Isolate all 'ductwork penetrations through mechanical room(s) walls, ceiling, or floor,
and all penetrations of ductwork scheduled to be isolated on isolators (spring or
neoprene) as described below:
1. Provide a sheet metal (18 gauge) sleeve to cover the entire perimeter of a 1"
to 1-1/2" (1/2" to 3/4" on each side) oversized wall cut.
2. Plaster sleeve to the wall, or ceiling and floor, to ensure an airtight seal.
3. Where ductwork penetrates double walls, use a separate sleeve at each side
of the wall (allow no sleeve connection between walls).
4. Pack the gap between the penetrating duct and the sleeve with fiber
insulation and seal airtight with an outer layer of resilient sealant.
5. Penetrations of GWB ceilings by ductwork require only sealing airtight with a
resilient acoustical sealant.
6. Packing Fiber insulation to be equivalent to the following products:
Standard
Fire rated
Owens Corning fiberglass
USG Thermafiber
7. Resilient sealant to be equivalent to the following products:
Standard USG Acoustical Sealant
Fire rated 3M Vibration Control Systems "RTV"
silicone Type 2001 two component
elastomeric foam.
8. Use the above penetration treatment regardless of the existence of external
duct insulation. Size penetration large enough to pack additional USG
Thermafiber and /or sealant between the duct external insulation and the
sheet metal sleeve.
Isolate duct penetration through fire rated walls as described below:
1. To the extent possible, support• the fire damper on both sides of the wall
opening so as to not force the fire damper to support the duct at the wall.
2. Seal the opening between the fire damper and the wall with either a fire rated
caulk or the 3M Controls Systems flexible foam, that is also fire rated.
Pipework Isolation
Isolate all pipework penetrations through mechanical room(s) walls, ceiling, or floor,
and all penetrations of pipework scheduled to be isolated on isolators (spring or
neoprene) as described under Ductwork Isolation.
'I'I1( GREENBUSCH roll 1)
V TO/ CTOIJ
919 NE 71st Street Seattle, Washington 98115 • Phone (206) 524-0593 • Fax (206) 5240630
HOIIV IZL3SSV
6TS6 OTC 90Z xv3 ST:TAT 86 /ST /ZT
•.
Tukwila Elementary School
November 6, 1998
Page 13
GENERAL NOTES FOR ALL
SOUND RETARDANT PARTITIONS
(to be included with details)
1. All gypsum board used in sound retardant partitions must be type X.
2. Stagger joints on all multiple layers of gypsum board.
3. Attach multiple layers of gypsum board-with nails or screws, do not use
adhesive.
4. On walls taller than 10 feet, apply one GWB layer horizontally, and the
second GWB layer vertically. The order of vertical/horizontal layering to be
determined by contractor.
• Caulk along both sides of the perimeter with a non - hardening silicone mastic.
6. Avoid back -to -back outlets. Caulk all openings in electrical boxes. A
minimum offset of 18" (with at least one stud between the boxes) is required
between electrical boxes on opposite sides of a common partition wall
between adjacent rooms.
▪ Where a double row of studs is used, make no connections between rows.
Where a sound retardant partition abuts perpendicularly to a continuous
gypsum board partition, interrupt the gypsum board at the point of intersection
and caulk the joint liberally. Do not continue the gypsum board behind the
intersecting stud.
9. All openings around pipe penetrations shall be sealed with a non- hardening
silicone mastic.
CAschool \Tukwila \1 00%DDAc t.doc
The GIEENBUSCH ruts I)
PTO /PTOII
919 NE 71st Street Seattle, Washington 98115 • Phone (206) 5240593 • Fax (206) 524.0630
Haan I.LL3SSVS
61S6 OfC 90Z xva 9T :tT
96 /ST /ZT
;
'=
00
t v)�
J :
SQ L;
w Of
u <;.
i v.
F— w
Z
ZF
LU aj
2 DI
�:
wW;.
H U;.
wz
U N'
1-
,.
1
QQ2,
•
J Ur
W?
•
•
=d.
F- O: •
z1
w w}
.1O Nt
;W W
.11J-01'.'
• :.0•~;
•
,.,•,
•
D9
L
FIXTURE SCHEDULE
AA 0-41070 01610)L/)501PS /5(l4IS- 4.0110. Steel Pole
99 BASCO 919234/25 IPS /SAS20- 5.0110. Steel Pole)
CC HY0IMI 9100 -A - $170- 120-RSP -11191
L,q9•oe3 -cud
L,q8 • 6042‘2, 6- VAR.
I� \\\IIII
A t C H 1
1011 Hefter) Aveue
Solte No. 101
Seattle. Ho 96104
F. 206340-4519
P. 2063404500
Men 10111NMATVE
.c
MIRY a1E1NT47164. ea.
ea Am. E•Ir
NnvTwow
OYt MOM
COMA MOIR LOOM
T•0allawo
NPWIaM
511[141Al EINEEI
WENT POWT11 ANA\NTef
ne e. s
I.•aYaltl
NP)aa•Oa
IECONGN.6C9KK E0em1
IMPS EEemGfG.
tle woolR 11N
LATf4MATAn
Ap1�alAYOWTC
T�wOa11� M
KEY PLAN
TUKWILA
9.EtB1RARY SCHOOL
51159 iWTH 14gT ST
1UICHIL . PASHINSTON 40166
MAMA SCHOOL p67R10T
4640 SCAM 144711 S1Rd1•
71KN1A. 1UL$15TOH 46168
A/PgO.ED Iti M Met 811E
.00 e0.9I60.00
191EW1 IA .1419
SITE PLAN
E11
SL. t►L EL Zl
IIIIIIIIIIIIIIIIIIIIIII{ LIIIIIIIIILIIIIIILIILIIIII ,IIIIfIJIILIIIIIII►.. 1111111. IILI�Il1�11111111111lHUL11,1,1411 111111,11 lliii,1111111 il01111i11'
R e,_ ,- f L,
NCTE. set IIIVATRIN S/AS] FCR
TYPICAL MATERIALS.
NOTE •8' ELEVATION 3/A37 FOR
1 TTPIOAL MATERIALS.
NOTE, 5EE ELEVATION 5/ALT FOR
TTRCAL MATERIALS. I
I WIT. S— A55 FOR nag YOTKi6.
O BUILDING ELEVATION - EAST
NOR STE ELNATION 3.443.2 FOR
TYPICAL MATERIALS.
BE021.15
O 2 BUILDING ELEVATION
•
1/8" • I -0
5E01
O „,/BUILDING ELEVATION
I/0' • P -0'
VE01
OP MCP
ANWAR& I:CAT MA.
= i1 iddrio11111111111111111111i11uun .:�=
1
:. i =�
L1"„'_ ?,� '
mom
5X1. SATE
BUILDING ELEVATION - SOUTH - WESTERN PORTION
�a J ve. • r-0'
/A3
O
METAL 6UITOC TYR.
FIRMOA167 61016. TIP.
OP POOP
MOPC//T Q IICCE.
ATOM
AT
Tm.
BUILDING ELEVATION- SOUTH - EASTERN PORTION
1 /b• • I, -0•
AM AR BRAD! AT MIDI*
O b BUILDING• ELEVATION
L I /b' • I'-0.
5E05
OBUILDING ELEVATION
'1 I /b. • 1, -0.
l:ir'P ITS- iliT rP11 11 1.111 I ��li(iiiPT Li[IlII!i ji111ili 1.1a11,11 NIL,ii11i,ii1111111lp
0 CHINA 1 2.' "r' 3 ;� , ;,,{: 5 6
. . fii zi '.: '�`F` : 6 �L 9 t . 0: .. . `.
9 V: fA Z . -6'o I
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII( Illlillllll. Illlllllll. Illlilllllll( 1IIIIIIIIIIIIIIiIIIII 11111,1111il_ II ii1l►L 1Lilll [l.1.1141,ill11l11ll11iiiIIII
R0S,M5
/A3
LI8 • oo8•y(cuP1
VI a •ecolt2 lVA2)
J
TOIL OEVATI06NO/EMIR
SNOW POREIOKLLM TO EALM
IMIL PLANE !OR GAM.
A R C H I T I C T S
IOU Western *awe
Suite No. 101
Seattle, lV 90104
F. 100/340.9519
P. 200/540.4500
04- 1RlRmRATM
ROT 11R1MTICW4
MM. ohnowaftTe.
Pm. 127.4
A.mllnew
CNL ROM
1
P .4.:0
11LC114.IRI ER
RLlir PoINTR MSOVA71 S
WW1. haf0.06.20
Moo SWI
osLi7.1.17°
m
1021AVORIA MIN AL1 -101
INNS DORM .IC
103111.•• MY
,
ti�
IAAAMPI ATOI RCT
II- .Xiaee
tim swan
1710•0e111.TNR
Anallig AYA
ALARM&Ca.LTMR
lit .MY0ICROP
ie us Imo
wiroaw. RR*
now OM P4.0
ti MLWYIP
OOP tp -.TNR
ADYRIRA110WTII
I.tala�
1.ew1PA..
RLY -0•11 DATE
KEY PINT
TUKWILA
ff
595, WISH 141st ST
TN:I ILAS pompom 46166
1-
14LA IDOL DISTRICT
4640 521111144TH MET
=ILA, YW1116TO1i V2eD
AF•ILT.m IrR2M 04- WE
/RDA1l:4/17,
gq
CRAW WC .H.e
CMG= Iff
RRAMPACROORMR
BLDG
ELEVATIONS
A32
1CME I We • IV'
RECE \fED
JAN 25199
COMMUN! E Y
DEVELOPMENT
O
MOTET SEE ELEVATION 3/ A7.1 FOR
TYPICAL MATERIALS.
0
FIEERZIOARO
SONS, TTP
IO1E. SEE ELEVATION LAST FOR
TYPICAL MATERIALS.
0
0
I NOTE. 5EE N9 FCR TRLE SECTION.
OBUILDING ELEVATION
115 = 1' -0•
IgOR OF ROOF
NOTE. T S E !/A!J FOR
. MAtOtIN.S.
EEOSONS
EAR
1111
STEEL CAIAOP*k,
AMMAR ORME AT BALMS
NORTH ELEVATION - EASTERN (PORTION
115 = 1'-0•
Ka. ELEVATION we MEN
516111 FE NEENCO /R TO EACH
SALL PLANE FOR ClA41T.
DECK OVER
SGVN
F�50ARO SONG. M.
VERNE SPADE AT MARP
ONORTH ELEVATION - WESTERN PORTION
I/5' • I' -O•
W VW( OVER
OLLLLAM IMAMS
0
LO VD' • I. -0.
WEST ELEVATION
ri -P I I I I, ;-P rT_ri1 I I L' j,' ' I:I LI '11_1'
•
0 INCH
CHINA i
EEO,1TV'
NOR. SEE ELEVATI015/A J FOR
TYPICAL MATERIALS.
5t VI. El. El LL 21: E Z L 6°
Illllllillllliil( iillilliljlllilli' lilllllii` IIiIIILIIII{ Lllllljlllllllllill .11ll►.illllll.11ll�i. iii( jtii�i. j�il�l�iliii�Iliilli ,illili.l,ii(Iilli,lii►illiiil i
6
TYP (SUNK
AVERAOE MADE AT MANE
WI OK;
L9.$ •00 s3 - CMP
(Qa .Oo42 "
A I C H I T I C T S
1011 111116m Awns
Suite No. 701
566N16, Ma 95104
F. 208/340.4519
P. 2053404500
Melt •EI!lRATM
IOC INI5INTON4.IG
SA MR Ram OM Rm.
CNl5wEN
OOJR/M MIN
Sins ave0.11..
FM= ocar=o
N..6V fyW
1111C1W.00Rlt
ICmR RO1NmMOSO1ATEI
zF°•r..• a
N. ea.
mosso sworn
WAND DINNIONOC.
600.1....•••020
til»
AfMKAL Ca.LTAOI
11611•11110•01 OOP
CORCA•LTNR
A090OR NOCCN15
m
DATE
IZr PLAN
TUKWILA
aa@IRARY SCHOOL
5459 50 111 144111 5T
11109L.FA FIVNINTCN 95165
11.4041LA SGHOq. O5TRIGT
4640 560114 144114 sneer
1111:WLA. WU1O15TGR 9DI66
JFFItlOD ROM OIlt DATE
.�16.
4410OA,E. HW9
ORAFM41r•,
N!0® ST .TM
BLDG
ELEVATIONS
A3.1
1440.1A6. • I'-0'
.0 NED
JAN 2 5 4w99
COMMUNITY
DEVELOPMENT
111101111
awns
mod
12
A
uIp;
12
A
o
'1
12,0
'1
1�1
I
WA
Sidi
• 0INCH..
• CHINA
5L . .'1.1. • EL . Zl :'L101 ,6 8- ,oL . 9 ;. fi E Z .1b0 ,
. Iliilliiillllfllillllliiili�Illll�i�iliill�iliii. IIILI, Liiillflillilfi��lll�illfillllillll .III��III,I�iillailla_ III, iIIIIIII ►Il��lilllfiiiilillillliil
A I C N I T I C T S
1011
Hagen Avow
Suite Ho. '101
Seattle, Ha 98104
F. 206/340.9519
P. 206f340-.600
OIMlIORAeNAIA!
NEW MINVOICNAL
1.120
LM.OMER
L lINII /GRIM LIMON
MIE1MK1/M•N
"COW MONTC MIC IMIS
zee
.120.0 7114.1
;.e.lmglC
ta
K0111Ki1L COOLTMf
IK KILN ON
011181w
arlw OW
CDR COSLTMT
ACNlMA ICCMI6
to *wad
M01rpm1
ft= 011111 •0 I Mt
NMe011 CAT!
1%Nallia
KEY PLAN
TUKWILA
ffAFff
5459 S004144114 ST
Q10lLA, FYbIwMTON •6160.
TNOiLA SCHOOL DISMOT
4640 Salim 14401 MST
TU041-A, ICV1110TON 40.160
IMMO POIe01M ME
a! D 19Sty000
Y! CN! 1
WANK 11Y14
°Raw 1181
MNrmaoo•
REFERENCE
FLOOR
PLANS
A20
!CALL 46110719
• k
toc i; t -• • i,
JAN 3 ,5) '129
CG`1't I t{ ^;'
r
r-
bA NO soar S[R%E '
ACCESS Cott" SO, (m CA 2) -Cy, ',
-..�
i "It1.i u '
1 SECTION 23, TONTJ9lf 23 NORM, RANGE 4 EAST, WM
•Y.LL •IN•)
l/'" r:,�, ..
la: N1•is,s )41 15011
las RAP 1A[ IM II •l Il 1'0.(9 s'4R1
S[E DONI yGa Il.9ry —
°3 �rj'i� /%J Jai /BBl 'r m"...- n el ur Uwnra f;:- ioc— t7;r'S�,.,�_,...� �_
` -'-- -r ' ,fir -q, 7.• J ..s...-- - .W9 • --
Q -- ..__._.�_ /._
.. T._ -_'• - - -- — ,- - -..._ . COKtamastna •su
OlOWI' Kam.... _. _ ODDit�� _ -. _ _- -0 -_ . ,■ " - ... M -. . SEL.ffigt 12 74,„41„2.7,',,,, ,,,�
ES )':of 11•INSS'
"�—
ALE—
.r
1
Vatoo
In lnNC OAS
NN SCOW
SR POEM
PLOCKOUT SCE Q
a
1', v. v0 l J ���►_
�-; o -�� 0 -_�
-
6A•
\
• -
0
•
) LEGEND
Sint
moo.
0
o:
�
ASNWT
SE PERM
LO N NMI saw
ASNKIT M104
01191 CROVI
WKS
PAT
WP av / O0611.19O11 ERnwRE
ICA IPER
M OCIID ICA NU • '
Rv MD
USES NOM SEW
SC IDEP
IMO MCI
OHMIC
SDOCUT 1*
COT
(W Ot COGIR1O011
RED1PIC0 STUS •
BMW IRE
GS LIE
— —
PR9
SAM SLIER IRE PSS
—.IOC— R1OY MOW IRE SD
—M— IOUOIL IRE
TNIOI IRE
L 1.1110 fool* cap) 1,98•oltZCvalt�
RT'ILIr,ITT II`I TfK1:1111 •11:1I'I'11(IIT'
()INCH; ,.. �,... I'I;!:�,.,<
CHINA . ;
gL.
AIM /9126 =SD
Minot R117R/RWgE
M1TA WIR/RAIERDTORT
CACII 1611/1111111E
9/140( SW MOE
SCRAM N CASE 4`
TREES
0.1. el Ll -`4� s.Ol/ 6 8: �►Lt >t 94` '* fi E„ Z 1116.0
111III11111111111111111111111111. 1111111111111111 (111111111ii111111 11il111,I i1111111il,liiiii lti1 i►.iilaii i1i.1.i111.1. i.1,11111)1101111111iil iiil
.T
0
ION
CALL 2 DAYS
BEFORE YOU DIG
1 -B00- 424 -5555
E
f; 111
A R C H I T I C T I
1011 Ybstem Avenue
Sults No. 101
Seattle, 1'b 96104
F. 706340 -9519
P. 706/340.9500
*ten PEDIDDSSIIPITR
J_.c
weer NIeou,nov, Nu.
For
CM. DeBRLR
COMA KAM Weed
i •ra Ma to
1. Col 0.4
e1711LRRK RNKQR
MOM FOMm A560.1t5
yrA m an
i
A•m
MLIW.GLLIGINLK eltll@t
NV ae enlmli IC.
teem ovvea
. 3
1...11' 00 u0
KONICA. CCICATAM
11CONIMSW POP
flwas 01.2.0•0
C SI COMM!!
M▪ o. elbt QOM
Nye MM.
TUKWILA
ELEMBITARY SCHOOL
5999 SEWN 144711 5T
194141LA, 010514114STO74 96166
0
t.
AIWA SCID9CX DISTRICT
4640 50/1)4 144Th STREET
TLKYRLA. WI SNINSTON 96166
AWAIT, FOR De OMR DA1E
J0610 , X8.00
eat DAR , 19 JAN. 1999
PAVING AND
STRIPI
PLAN
C 1.4
Sa M 6'SD
1 114
SECTION 23, 70/01510 23 NORTH, RAKE 4 EAST, WJL
N 7 !wLV_a ):Rafo_ 1 ,
i1� i /PwMllMl
1OK
,•r•.,r
M.•.m•,Mt . Q
rrot-rrm it L
° \y a
-
'$"7�.'h:in
11iT
MCC
.4.1 OUST
OM 10
.ri roc no
Null91.1N
.11 .,w)t 19KR,. I
I MC 51,145
S J_ _ . o vm+;l „tip. , _ x_01 !:. -„ ...- -, - =' - -
.t
R 9Ma 11./011 1'1 "
.1.M1 0.
,sic.•
.aw
10 t, 01104
Sa MEQ
•
E.43ta (1' Ir/4Mll) • u 1
h. E.ie701 Sr M N))-�, -I
E.11E71 (r SE M0) E•IRN (Tr 1 M4)
SDCD
I•Ml.i1 Mau
�M' 1.1M
C19 TIIEI
SCALE 1' -30'
GENERAL STOfI I DRANAOE NOTES
CALL 2 DAYS
BEFORE YOU DIG
1 -800- 424 -5555
1. DE ROW DIRK[ MO ND I1E 1707 COM6Po01 S151IY 9WL ItT N M@[OM,tCIm was
UM CONDO 6 Al MI 1 PSI KM M ROM. Mama STITT 402 DREAM 7 M
MAO TOWNER
2. Ma NO WM*N ITIPOORf SISIMATOI =RSV MIMS W D6UE SLOW R 01118
10.7/XCVS MDR R KT DM Of MY aqua S137tm.
1. M =maw MC IYMM CSC MO CAW& T a1T 3 (MI TONOROR R PFRMID) SUN
71111 9RY INICR MOT 6 NOT POOL R OS11IRm R WPM SLT1*C6. 5TORI Hip RAIXE
9WL S MD TO M MC POND. AL Ma SO PREPNED CR O6ANH9 ARM6 SWLL M M
SML MSPO6OUfr Or TN mNINCTOL M COMMA 4WL THE 0ME 0 (NT 117NIC 018 PORNO
CR MIMED 4RIaS.
1. OWLS ICE MEALY MENG. MR 01711UCI6NS TO rlPl STIR M SION MN DM (AETI
MCC OMR MO 1m® DORO. RR EC MOO M SC KARST MOIL MSII MIDI Or NR
SON1 91011107 IC MAIM 0 RE 0006I11411 SIMm CM STS7E1 R SIMMt MIt6.
S. AL MIS NO ROLS M MDMD Owl S DOC1a MR NO IMP IDOUD
1. HalATOIMESUM M M OLICA M POO *WO COME SMIOS) TAE A 1RER1 PAT 7 M
MA !RECTOS SWIM KR ME PROECI Cl 9 DWOCE rM.LRS 1111.1101 S la[PRD tan
RAMC 6 071RDr.
(.1,117 (17' A OOP) 7. Al PM MO MiWMIDMRS OWL S DO MA ARMY MO AD RUMP N *CCONC1U 1101
T6CCI 7.073(1) NO PAW 94t111=6 116 410L NOISE RO=C MO CORKING SC iPEOr
DOM DE 17 Cr RE ROOM UIIt. NO MT MIRED PR MIR TO A MOB Ma SO
MC 0E DIT PEE 6 OAKRZO 1r A WORMY WISE 1161016 IASE
E 64RCIS OWL S Of SWIM LLMM m MAX A MIM1 111 so Ft MR M ma TO M NWO1
7 DI OWOL DLL DAMS TI i IM M59L0 DO STEM 10 IMO M SCE ROW.
9. AL DMM E 119000. 5UMMOE PIODU . ILL IIla*M, NO NI. T. ION N M10M
9041 M 010E1E0 N MIMIC( MIIN It MCORM000I6 CM M MID 9E7O110M. SEES
DOM MOM CURER !EM MA MEMO ROORT.
T0. OOI[RIO Mai *40 *PRIM ROT Sliku0SRES OCT AS Ma MO MUD MATS MD T M
APIdMR PRCrESSNRL DOW MO 6 NOT A PAW Cr TM M
so
. 7UI1Sbi2 tYM' ^_.
b.1� 1
toss r OM N)
1.11070 Ir M PO N, M JE•110701Ir a N) /
(AkD.O IE SE 0110
/sa W C MWM
srco \.., !Q
MAIM •C• F, /,
E.117.1k(I all)
O T / [M11Gil (Ir I.
07/0110'
��u�A,Ny_G [7110.11 (17'[W0
Imw1N0
41.40
RGR.1M1Dl
NOES
Raul" 6'OS a 6'
19 CAMS
LM1 7
Oro '6- R1.TE1e Y `.'CY
._rnAl (r E
*PIRA 116�
•
-
b
0 `
E•1110.10 al' M R0
;1a
MOW
E.IIi.
f.IN 0
4.1873 SE 1r 0110
JAN 2 5 1999
CCMMUNF T Y
DEVELOPMENT
a
i
� L
LAO. 0080 CC614
A91YT MO
CREW CMCM
L7YA6
OP MP 1 rnG1 XKM DOME
IMKED ECA MIA • • •
i 1W
MO BMW
LAM Mei MOM
Y1 RWa
I I POa
oak
&T TR
CON OS
tan Or onemucla
5017
NIRLE,u -
L,s •cogogZ cy4J21
MIK 111
CAS LK
ORME/0 PONS
MIME SOLAR L!K
-IR- STOMP RMKL IRE
-N-- TOn1DN LOC
MDR LNE
DISK
rw
SD
Mel INOST LAW --- Mt@
-PR-
REAM M6RANN4t
-G- MTER IMP MMACIMMO
GDR MS1I/MMIER
SWAY WMR WWI
WHINER N CASE
11115
••••••1-
0
IITEI T1 !11111iI(1Ii 11I1,.H. 1 !IT(t !I!1T11':<11f11 I!.1.1. 1111. 1r11 .1-1'1.1fi1`- Ffjri'1111•111:i •f
()INCH " 1
CHINA
5 6
5L. bL EL Lt' :6 8 °L1 9 A�� �tT '.: >r Z -60
(lllllllllliillllilliilllliii iililiiilliiliiliiilllil�I. ui111II11iii�liilllilllli. �, IIIIiI�i1. 11I�li+. l: iiil�111��ii. �ulll�����i�l ,ii�i1111111i1�iliil i
NN}
O ■0
0
it OMMM uM OOE RI1U
.101
AND
j.!;171.
•
MONO NOTES
1. All MM 9mLL OMEON TO M EMT T QAEN Cr M OTT 7 NORA NMSDKNE MON NC
WTDLE104 MOM, 11507-01119/00011 SPECIKARON. NO MEMCNI Ml[R 1g05 ASURIOM
SUMMO5
C. A tpT 7 ME MOM PL/16 OWL S R SOT IMMO [D6RC1O 6 N PNO1E 111
COMER* 6 IIOICMIL M ORMRC MR OM MAO R MATED MIT MOM 0 SUNK
LMMC R
NL MARX Cr OCSMC MRS WME IQM [SUMO 15 m ARAT NO IMRE EOM MO
MU MIME M OL1600E0 PET MtMOMNR ND MOT =EMU MILTS IT 5 M Sal
MSPM6MIIT 7 M COM10R TO 10M00tW111 WIT M 147111CT Or Kt WHIR uCMLL6 MO
0 O MER MO MAN MR ORO UTU? NOt 9108 MR WY MMCIED M M INOdWOT
DG MM
/ CCMIKIR OWL KO L MEC6TNR C llOMMCC TO STUD AGES AS 70167WOK M MUM
ER 15141.15.
S. ELL ERE NO 0131E KRUM 11101 IR SWC afAING R DOWN AWL NM M Ma MIN 1S
at Or S7Ea SUM
1. NRNCTR OWL MME ILL COMM MRS RLSOL MO CONS MLR TNM 1.101110111E
MIKE
7. 11610 CM@S SNLL S If9EOm NO IMO II M OIMS MESIM1It. L4111YCIR Amll
CCRECT IC OT 001 MVO K 0E COOLS 10MTDITATAE AT M KKIONL COST p 3E
1 COMM AWL MUT ML E1pm 9RNS5 M LCM S d Cr M Cb61MCtOt' Me TO ISM'
Rtt1510 M 110W 0.0 TIM9 O UNATS CORMCIR OWL 100. N 10 00010 0C Ma
NR M5, R EES 1M*5 TONG STROEMI. MO *t CMIXTD61010MM MIKE .
9. NMIMC1R 9MLL DERRE S010 MGM MO OM6MK101 MIMES S rR OTMA70M MD
TOMS MO WARM TNN SD 107 M MCC RL M'LIN 10 NR TMMOTp R ROM Ka
LIE WC IRE• R MR 000 DMEIMT SMILE Cr SMOG R 9041S R NN 0110 DOE ML
OROMM SW. COR7M 10 M ONION AN6IMIM CODE 2%-ISS MO NR OIMO *PUMPS
MOM. SERE R LOOM 5001' MOM
A I C N I T I C T I
1011 PbTtem AVNUe
Suite No. 101
5eattle, Wa 46104
F. 206340 -514
P. 206340-9500
MICRO RPI25DRATM
11f6Mr M7110M1GIML PG.
srmiMnONO
r.m+rr.04
WARM PORTER TIMpSM
■MY.IW NO
1.4 MW
571ICRNAL D1OQR
RCM POR07117!1[11.40
SX0111. 'wow mow.
Pam op.. Gao17lyp1
re(..W..J6•SEGIRMAL DORM
10/016 NM :DR K.
Rao Na.r Falb*, KO
IIMtear
COST CGWLTMR
100 bawd Y.
.0100051114141•4
T9 ARYsLA
3494 SOUTH M4TH 5T
1UK 4LA, MASNOISTCN 4866
TUKWILA SCROTA. DISTRICT.
4640 SOUTH 144T71 STREET
TUKWILA, r'MSNMST0I 46166
APMCMID rat MOM OAR
.OD MO,5160.00
6Ne OAR, IP JAN. 1494
MANAGE
AND
LJRANAGE
PLAN
C12
4
i
ty
Y
fi
RECEN ED
1
JAN25199 t
CQMMUM 1 Y
DEVELOPMENT
1
� OIV O.IYN
D'NO[ 1t•INI
11. OK.14W1
W11•W1
1 SECTION 23, TOMO* 23 NORTH, RANG 4 EAST, WM
106 a 502112
1ONA a
10100 011
,mat Of NOM S 14o/h tSYr-
me it.ilNii
KKK 11
/DON 0
1. two
--I®M a� - --
1110 011
0:14 a 4.11441
OXMAN N/ 15
MO 604 0116
IN CAS SAME
MaaCM45
e/
�.. dr.
SW
1
1470 110110
6S x510160 YWCA
)a.R1W
8
°m°
SCALE r -3O'
GENERAL NOTES
7
CALL 2 DAYS
BEFORE YOU DIG
1- 800 - 424 -5555
I. ML 006110101 SOL E N 00600 NM 104 IRM,O MAX CRC Cr -AAA SNOWS
S6010106 NO 00 NO M 1111 5490 -MN MOW 5110107176. 00110101 SW6 96Cf
NL 11111 100015 NO 9WL ARM M CM NTH •5- 070 OWNS Pa M CM 0 fl.EA
MMONNC SON IN E010016 A7 11 DAUM a M PIMA
2. DAR 011115 NO 001710.11) 061110 SW 01 M NM INE ME N0 16 EST NN ME
1MX ENDS NO /a WM 1610 AS 9//160 IT 16 ROE T MM MOM DOA WOO
MMON INC 1mwtR 10 0-106 w MOMS ASSCOM MI x /MImM IAm. 10111E 9t MI 60114
101E a Itl/N WOO LC 0106 ON T[ TC06nEC0I 116. ONO LJ MON6 NOT 90 rM lal
MOOT a 100 MKS N1A E am*Naa 010 M COM 0 46 MK ALL OW moors 9101 0111
WOOS 9PLL E MAO 0IC WI1 = AM 10 0661002
MOM 0106 Oa
1 E COW 601106 NC 001111I00. If COMM* NAL OM R 0001110/11 a 11)
MODE a WW1 MED61C 9N1RML 0011016 arum not 110 10001 N M PUNT. 0C11_0170610
SEMI MOM L WOW 9IIN# 060106, a AM (1911 MK 11140 -COW NON 10 DICOM '
0101100 NO MOWS 601607 AS MIN N WIN or IC 041010 NOW P10 NNE
[011117. K 03000 MO 0 OM SOLL WE 10 OAS A IC 0001 la 1101/WA74
I10 WIM -01111130011 Y 0160 MOOS 1111141E 0001 MS 10100 M 1001
NON[
I. ONO= SIN! CALL K 11110 1114I060 10014 CONDI Fa {100 I101a Cr M WAS
NO 0610 Ea. 000101 IANL Ml EOM WOOD11M0N6 N 1E ANTI or M MOM
N ON NNE MN NOM MO WOO. r NE MIIY 6 O A SNOW OF M 000060 60 10014
�1 COM 110111E COMINIC1191AL CM 1100 TD NIT Ial1,
1 M 00/000116 MDA WR ION AAlt 0 NL MT 11M101 NO 01T CR OW 10010 WAVE
10 M DOW 1160011 M1Ei ME 101061 6IMMIX Ia 0110 IWOt 70 Di
DOJO MO 90 MSTR NI 01110 O 0100101 ON LOON. .
/. MO 1M/ XL MNY SOWS A E 0-7198 611E KO 060 16710.
7. NCI AVMs. 900 MO M 00 A NOWT 12110.000614 NO MUM 10 WNW
COAT 111 MA STOC AM 10x 600 117010001.
1 CO MX WI OT NI OP 0M0WON NW 109. 01012t NON MN 100 DOT PR4106
MO SOOX 06110.
1. WNW 11700 NO 60610 I WSO OM 0651E MN 10000 MM MS. SARIS.
M 10116921 0.106 F61.110 I I OWa MX aN�NINdaM! NANO WOW 1100016 N
- ML TOR: 621101 NHNANL 0aS N• 101007.
It P110 T no so au N10S, a 00 CAMS MEDD A IOW!
11. a 01 NONE 0/1101061414 A MaN
IL MIN MN AMOR OWES 016 EOM A WO WOK MONK. AS 101:602 70 OMON
OM NM WO A 011110 SNONRS, DUDES. 91L MOON OF 16 00600 10 MOW AT 0
/67001. MST A OMEN
11 M NOW 09121 Mr 060 COMO
11. WEAL 000 0 MOM A IM OAT 10 WM POICICNL MR 0010 WNW A WON
490 ROSPA mum= -IMO) a 04
IL IDOL WOG 01-060 MO MOWN smarm 10020 MO 6101911 A MUM
10 OW0.06 . 06 9ML E IAN Ma WNW MO O CM1 A x060 1110610 MM 6 10
1001 N 610 MO MM M MOON MONLSR MA711B011 WO A KO IOWA SM 01
O M 10101000 N A A E MOO.
It 104 -.' NOW 100 0004916 WAD 0111010610701 NM PE 1001110. WOK
00010690L E PURIM M A WNO TO POW 1111610.
17. M N W01!1 *L E WOW AN 81190. EIIR MO WOO ML t NO NOM S1
1400 OIFYIS NO MOIL 01160001 006 OD 101 MUM COWL 6 MO 101100.
NI IMMO MAO 101107.911/10 W 16610115 90 E 0 96. A 0010 tmON
00101. SLAM a VIOL 010467 IM E WOO 10 DC 0310000 00 101 16 100
16 0x101 NO 105461/61 E MALL O 60 COOK 051 10 WO FIX M 11110 OF
MAO lA fl MO MOM K MAMA? 0 ON 010 SW
It 11/fm1 M O 0111.0 NUS 10 PAN 010 VOW M INTO 101604 0 10110 WORD
NO 016 ma 101E 1121110 IX 01101 E CIAO IOM 1101011 .10 r MI60.
It NOR 1061E MAW 10 091E 610 NO 61C 11551E 0 006 A NO 101 0100 MAS
X WO NN WNW MOM A 01115 10 ION WIWI 100 A 010 NO 111071 MAO..
21. ROWAN 6 OOix AN MOAN ML MOONS le S00 NO ME 1060000 MN
W1 NE OWIAO a NOG
1111016E ES•L1t0 NW CLING a110 NO 10014 SI0 L E WOW 0 M M 0404
M A WNW COWIN iMM NL MIQM1102106. M SO 009NL 100E WOW. 1010
R OMCI 9R 90001111010 NNW IOW= a E MO N 011111N10101000
0 00 MILECT SA COM 962 MX K WAND Wf WON ON 0a 01001, MUD ti
MN WEE,01 WA. a 00 WI 11111E WY WO) M 0101 10601 0 16 POW ROOM
OMEN 1-1111 WM WM MIN NO WI OF NN C16 IMMO 04 EI0101011016
MOT.
21 WC 06000 WU. VA MOM IE6/016 NO 0001900 01006 MO 030110
11NCR611 10010 M -- 116 10400 910 0161 WM MC MD 111116 NUNS
110 MAC NM 006116101. 1 271110 1.0113 Nt 0010.10 COW= MC WOMEN
NOWT M ONO NO 111 FIOOt M 10/10119111 MWE 116 NT A 00110
MOWL COOP Kt 14217 NW WIDOW 111E COMM 6 1010111111 11 R 11106 MO
111161106 a C1111ON0 01 10 06 10- O NOE MIL
N. WA 16 PUNS GL M WAG 10 110001 M ONO; M 061100 90. IOW 00 L10NY
100411 MO 000Y2t16ION 516 A rat 0011271
21 NL 060.10(11016 9Mg10C 07000 RL 111011. NO M S L 101E M 0041902
E MOMM N 1011412 MN 01 10010006 0 1C 1WMCT 01 DOW NO M UWE
01:01corA. DOOM 101,
01 MOW MO la WNW 010 S1ICIAM 9.01 AS WAS MO 111.0S 161E MONO 011E
#100111110 IIINDOWL 00001 NO 6 O A 1/17 Cr 0M 06.
11. -- 6 A E 100010 FUNS ¢011111 LLM1 ALI NOW 02101016 II WOOS NI
MOIL SCA NC 1LCOL S L10
X CCNOW1N KO awl E 1.11161 AS PO 0T OF 160A MOONS.
- - - 0. N 9111 E IE 010000 10161101 A OWN ML 036111.00 C6000S 6=40
OW WNW 4.9E 101 WO 1C MW 066- 0.111
X 116 01100101911 E 1041 •L MI NOMM MOM 5401114 sow Max music
' 101101. MOW NO MR 0O 1®a IC11110110I[a M 10 I1RN NO W101 a 111
1EL M• 10 NO61111011 01Ea01 M 16 WOW= 0 WE 1011 N 1111
Ma1L7O11 MN 14 MME IC 11100 WWWWI 111 SIX NOWT 0111 IOC 110
0111 MLR Al OAST OE WOW 11104INC Cr IWOM0Ia. ILL 640608 WO
091010 9011106 1479 - 9111 COWL WA 99.7.
1I
N
was Im m4.
I
`� -p 3636_ 3636
1 � C
•
1
;ra c
L l98•0083 (c146
LEfEID
MS ligg IMO DM MIK BEM
Mwa NM- MI 61 MR rt M• 0101[ LK -110- ,TAN,//
011110111 O FA MMO MX .• CAS t . C .. // -0///
was 140 =home 0010014UI - -01•-• FCw -//
WM. 1� WWI NE
16 W / 106604 Dl U I MOO MODE
COON
OAOIU
1/100 t0 MU EM
IWW
- -. SNOW w t. -MIS• -
t4a/
-AP- 5701 01I10 t SD .44.004/
'M
1116 010116101
FOR
110011 REL
11010E 1111
- - 0112E
Los •0oel2 (i'AtZ l
- 1 -- 44/.1.444
36.36 //n,'
_i -- PO
woe 1 oormar It
601 EMVWAM utran .:..
uso1 awtia11E x
01110 MO X
100011 N CR •
WM
O 0111
.1. .17 ITr I- 1.II,I^I111I1I!L.I 'l'L11'11171?II )111,II11L11.,:1'1r111iPfl1`jT F' 11li1
0 INCH 1 2 . ''s3 '�'` ~ sa4. 5 6
. CHINA: `
B l
11111111 1I1IiI1111111111111111I)IIIII 11111 .111.1111.1.111111.1111.IIILI II 11.h11.1I111.11101111
E Z � ..A -60
1,1111111011. 111, 111111) 111111. 1.111.IIIIIIIIIIII1111111111111
A I C N I T I C T N
1011 Western Avarua
Sidle No. '101
Seattle, Via 9004
F. 206310 -9519
P. 206!340.9500
MOM NISIWWWWWt
maw IWWWW W.IIG
1113WwwWWW
t1Y1M 10
Poo YEN
GML Namara
C tmLN NMIM won't
711`- YMWwIR
D
ow*Nw
51101UR1 6N1mt
weetTrOIAW A5100A115
Aal'M�rs
w...0 361.10
WfWMULOWYWAL MOM
WOW DOWEW
6` -11.Kswag!
▪ aa▪ OOYi 'r1W
W WWW AMWIKT
WSW ILACX NIOCMT6
it `1.It W q
▪ MAIM
rJTa01 OOWSLTAO
W1WWA
-n
we NW.
A a1IVA COO1LTNR
11106001 War
WNW% WO
WNrw
mi11
521 1111
DOT CGINLTAMT
WWW1 ANKOMIlS
116 lowl/omo
W W.WW WW1
TUKWILA
EL BENTAR l SCHOOL
5189 SCUM MN 5T
NICOLA. 116111610- 4E466
TIKllLA 5031004. DISTRICT
4640 500114 144TH 9T1WET
NOWA, WASHINSTON 9611E
A14.TD/Q1M OINOR 6111
010 •9660e22
WO 111E 1 19 499
DEMOLITION
PLAN
PHASE I
Ct02
_ C E Lwr it N
•
A N,
,
l.,•aJ
�C CI'L hlAT n :VT
`Omiati t'%
vv
SECTION 23, 7100017 23 NOR H, RANGE 4 EAST, WA
S 140Y7 greet
'TOG f.�i1i�
B11 LI*,J16
7 ,ODHH
N I. CNA
N I
N H[. 010001 II 7100. 33.3500
' "�I'I,'^•'�.�Cz..a.:- .- ,.�.+. {{-.µms• 11��-
4
•-1a •
-
r
/ LA 0+, 1,509
•!
: a6R
'
1
a
•
0 - •_ •
w✓f
�;14-
El
/ :.
•0
r
•
WW1FJ➢T
� •e08M &4P)
tgas Mal
l�80
091117 DWG SU ROE
WOO COOED I-, r AO! WAR roa
PAM RMW6
w1n 5.016111
M MI / O6111I244 DONNE
VA M11EA �r��T�%7'
1MKi01M NO 'i `1•1
Lk WS MOM
D DE IOC
• C6 LM
= /005/ 60TH MO
6146•64.
WNW MA UPC
PM BMW 1500
011116 UC
W U 11C
X48 •ooai
(V.i�)
k IOW
-vm- 44-1,9 -//
G 11,61,/
155 755-50
SD 05450-//
1 1.4.1#
0$111 - - SIOMED
•
O
If! ICI I 11 1! 111111I11111IIlfI1IIIII !I'III!11 1111IIi!'I::)11I 11!Ij1.1 i ! I' I !��I'I!'I1�11!IT:j'1(���I�'I,I1
p INCH ; 1 2 3 o-rrfi7 n 5 6
CHINA
Sl. 14 EL Z� ` 4� =0� 6 B �1 9 s b;.. • E Z• `. Ibp.
IIIIi11i11111111111111I1111i1111111111111i1111111 .1111111. 111111. 1111111111111IIILi11I11111111i1011 .141 i, iLlIIaLLI. IL II1il1.l .1.1PI- 11111iIIlII1I111111I
X
COO
D ID
SCALE 1' •30'
CALL 2 DAYS
BEFORE YOU DIG
1- 800 -424 -5555
DE#IOI.RION NOTES
1. 014616 SAM WAWA SAO WY Of 11640 OA1 0710 MASS NO WOW DC6011 011110.
WANKS At N RAE ..
7. 61x6 00011101 EM WO/ RAW MO S1[a ATO6
OBERAL NOTES
1. xi fa61N6161 WU E N ACRpVLL RNill MA PRIM 8114 OTC OF [ION SWIM
SPa10O6 MW rm. NO M IM •5001-•••1 AVOW STOF61106. COMM SSA INKY
Nl tom WOW= NO 51141.11011% M [M 701.01.6[r 01MWS PER DC rm a MrN
01070065
AT M GAMITO4 O M 11111[[1,
7. G6116 MUM MD I400601e MOM 900 ON If NM 506 PSCD VON TIC ESA MIME
MC ECOIDS /4WM 103E MOW AS WPM 61 M 110[6 ono MOM O1A 0614446
WSW IEN 01166 at 077015 !65001.11 MIN M 1111010 MIRY. IMO M WW1 NOR M
WW1 65011501E /QUN.l M CO RITDOS a 716 1000050 MO AMA E 1131410110 rdl
MOM =006 a M N6OI6tl1 RAS ono U60DOO 011116 NO 9010 a IC
1010010 AW E OUMOm DOM M COURSE a MAC ,a WIT woos 90111 a M
MMES OM 11 16110 M M COMM* PR OT A 06616001.
1 IF MOW MOMS MC OCpM10m. M cam= WLL Nom M DO M MOD O (15
R1706110 9.6111i1 MAW x70.6 ION THOS[ IMOD N M PI. 0 IN 101131E
0110150 ]11WNt 000664 M M 111911 104 017006 WOOLLY II41 DM U/11Lr •
DCO NIEO MO COMIC 11020100 AS 10011 N K a NC 0/MMER MOM ID0 N M
0WYC1. M N01601 NO N COB MU. Mt E CUTS A M MOO 10 111011002174
�w/1 EI1t [MOO 1001 OYMO ma106 tII1 M DMmI ICS MOM M KIN N
1. COMM WLL OLL M MILS 0100010 S0M0N 10i r MD 106101 a 011 NUM
MO SILL E1 II 000701(NR NI MIN MOM= 460010 NM S06Y Cr M 1110101E
Mt Not MN TOMO MW 461010. r M MJTY 5 101111601110 CA M IDOOCIO MOM
COMM M N11WR0 SILL 05 NOICC A MI MIIY.
S M MOM 61601E IN MOO ALL HAIRY MIOCIL NO ON N STOC EC005 MAW
ATE 06700 1/MW.) MRCS. UU( C06MCIa 6 01101031 [VII M EM 01110 AMA
•21116 MO 910 011011 NS UM6 A COMMA NN WOOL
1 16NY 101 ML 11017! 1101106 TO K COMO INN[N 06000[00
7, OCT MOS. 90160 NO M Of A ROOM 11760/10, 0600161 NO 14030011 TO MW1L
O•lM EN 0 STAR NO IOrN MOCY 10110065.
1 IV O SMII OT CO W M I WOCUI PM NOM 0000100 MN VW U11111' MOM
NO 50M CtMT.
1. WOW KAUAI •010CS7M1 VIM 1016: 0601E INS 011 wawa 1A OAR. MEM
500006. MO MMOR MRCS. 01101 OOA a 0671111 STMT NOWA N 5069001
0606 MOW BEN »OA 061161 N DOWNY! WIC 016411711 wow IR MOSS •
All NEC EE Ml WAWA 006 MD OONCA.
10. WW1 III W AN 1165 M CIAO MCC SOLCIO 10 OWL
11. 00 ET DOW 06116 C6611UCI01 TO ___
IL 1511E MY MNpO06 DOMED 11116 Mk TO MN 000111 MOM X /WOW 10 Ma
670 WI WWE A 4054411/6 S14CM6. URIT6. SA MO EM Cr 16000610 IOW Al 10
001011 CRT 0 CMS
IL E LONG WAG E NO 14C MOWS -
14• WSW WIWI DAB IMOW,6 WW1 A CSC
1061rML 104 CO NTT WNW ID 67017
15. MCI DEW SW441 a NO MN-4W mason AS /CLOD NO AS Of35M1' A 50711E
1/07 611661 1011 SILLS 1N 11NT UNE 106107 CCM A 0611E 1101011 11021 6A
IOW I PU MO INC AL 010011 ROOM 011 MSOROOD N MC AEA IRE. SM CAT
N WC MOM E M NIA A E WOW.
IL EWN[ WA. MOM M61100EIB1 M ROME rN I( 10671111506 M 10010. MOM
/11506506 SNYL [ WOW N A WOO 10 11201116E1.
17. M 001II11CI61 EL E MSOOIWSC M MOM 5016 MO Mai M! 1* MO LWI I SUM
KUM CMOS 110 COOK 01010/01 CO6 506 EM 006 Ca1R 6 5070 TOLE.
ILL WCWIR OAfD tOM113rt, SUPPLIES 161111100 SRL E a OE A 01110 WWI
DOM WPM OR MOM MOM 105 051140 10 TIC ITIMPACIEMS 0110
00100 MO 741614 MST M61L Al W /5011011 COO 10 COM RN M PLUME a
011710 WAR NO AMMO M IL7TNLY Cf /050 N M 911
11 TWIG 0 Im MILO 0115 N 1110 MI MOOR M MOO 101 15501 O EMMO AMMO
MW O M COM 0131 M0I6 011 I M D 10 E ORE. POW 41014 MOO r MUM
11. IE50X MERCK 1006 A MK RQ MO WC MGM OF 151106 A MO 51011100E 1110
70. IOM NV 61111515 CMISED A IMII6 A 1010 191107 COST A OMO MO 1007 VOA.
11. M COMM 6101061[ M NORMS ML 100100 NO SAME MO M ERNOOR a M1
IOC MC WIND N 11650.
71 N A 111110 COMM 001 COMM 1010061E 049501OIHONOM Ilt KIM COMMA 011
M 1116[e, 54 MID CIA IW10 /0101 WOQ-' N E MMED N 6111110100 0111000
CAM 01001 OIL ON65I t 110[ WOOED 11 01 ova MRN O MIR EOM MN
MN
STREET OR MLLY. CCM MN MAE P109111 01411 R ono' 036W a M WMR 11011117
410. 110141 WAM 1016 OM 010171E O Mr 0015135010 FM LOCUM MN ON 116
MOM
21 M COMMON 9501 EMC MONISM PREMIX MW MOE 6610 MGM ND 03161111001
MOM*OW= M MNL M COMIC* SVL PD7 OWN P1E0 MD MOW DUO
• HM MICE CUM 1061010. r 015110 MUM ME DOM M COMMA 9NL MOM
EOM OM R NO M WNW M OOMCM 911L MAW M UM'/ A I 606
COCOON. (116 EC 1-07.17 N19//100Ri. M CDOSCIA16 090610 M M 1/415 MO
M E11016 O 10611000 0 00015 DOW DIME 11416
24. 06 M NM6 CALL IN UW113 A [ NOOMM 11 011134 M OAGTA 9111. NOWT M IMlMM
WNW 41010101111E 16 EMI AS A MOD OMIS
01 W. 60111I0L ZOOM 51,WWW MC/OWN. EL 11.61106.110 ML SOL 1101 N OOUL 9111
EEC �� O M /00000106 a IC MOW 50. OM10 NO M 06147
K OUmmO 0641 NO WOK M SWIM 901 M WS NO WUID 961E MONO / M
001100( MOM( 0001 NO 6 101 A PM 1 OF MA PUNS.
V. laA MN OM /1111100 x 6 mom A E MW =canna 1111 ML 114.0111 r60. SLR NO MC W[IS L
71 10611010 NSA 9501 E 0110 M NOM OF 11111A 1111005
21 6 9111 E M COMM 113111611111 10 0161 O WOW= 01101016 Im6WY
ROC WOG 0.96 EM MID M I O 101115-0ri2.
31 PC O7EMCM 910E 1606/4 M POM6 WNW MOMS WUY MOM IP1IWM
10. 111. 101014 NO MC 0101®00306 ID MORO M Lit NUM NO WE71 CAM
REM MO 10 MOM IOOTY NUNCIO WI 110 11101IE0[ O MM UOm OM
UNMIOC MN 1011 OM 111 MOD MW- a-*Y11 E7 *1011 MIM W0RN
1 W L ' . FOR M W O R A M M I UaLINE a M O M MI 5006 OF M M5001
910E 90210106 I -01J1 - 111610 COMM. 911 W M.
I�\ \ \I 111
1011111110E Avow
Solte No. 101
Seattle, Fla 96104
F. 706/340 -9519
P. 706/340 -9500
• MOM 1l R*I16NAIN6
NE6NI*O41N6K. k.
...01,•
SONOLIO
Owe 61.1•140,17/
M P1MmR
C9IT1LNRINW OVEN
"r'm»w
SWAM. BOOM
0116 roEAm A66XIATM
6 :509506 .� 64
W W1CN•6C1RCAL 650611
WA/66N11m1A K.
waywou ..'Ye.6
UNOY/IC AMMO
660114.464M10.1005
M1w-6. A1. 6
IIs▪ a 6
MOO COMPITAler
616M166,
011.16
KA6114L COIMLTMI
MN10•MYN116,
fail MIN •not
m
raT C6ILTMT
A �MNA/100N1l5
•
TUKWILA
E B TAR SCHOOL
599 SOI7lH 144TH ST
. 111041./, NKi110TOH 9606
TWJMLA SG117D. DISTRICT
4640 507714 14431 5TR:3T
11Ary1LA Y144M1ST0N 96463
K MM FORM Q l DAN
.L0 10 91160600
FROLIC, 19 JAI. 14.1.1
DEMOLITION
PLAN
PHASE I
C 10.1
RECEIVED
JAN 25ic1d9
�• 12044 v
GOMMuNr
DEVELOPMENT
1 -1
1-
PLANT SCHEDULE:
WONKY Nag
OTRIM
Man pCNATM
_ ACM NNOM
ACM PAtM•M 461•0 RAKLP
Man ODO M •ARNAD••
O 402411CAN42424 VW
Wm AMP.
101240114101 4120040.
OPOPL14144•L0w►
- p,. CALMTAA
Eiiik T?1401OMR
O PICA 0104tA
MAO 1200444.
k �� > i NOD01PNA I AQM
--- MON MAIM COCO.OA
MIA RGATA
MIA NO•020•ILLA
MI
II IF
PLK0. /OILATA WNW WAD
NO KM * ••.1'
~MAW MA1•N M• CAL rr 04,1
APRON 1 W .I r CA. M.A. &t.1
Ra PUMA Pe CAL r11' .2.)
_..I IAN0N NOW rCAL M. NU
2•441111 &MICA CLDM Vy
WNW 141•1002 A'...
*MAIM MAGMA r CAL rO' MT.)
CID-- AN 4I 140 . MTL IMAM AI41r •/AL
n+ At rp4A WAWA 1041CMMM • M.
AMININVAMAI A WRY WIMP, 2 YL
SALT14444 WRAC. WAa- OOI1p<V
MYAOLA A4100.N TALL OMI0I A•1M tOAL
■ moon CA/PYRCA PACK NIX MIMS •SAL
44= «'OLT01042. MOM NORD MIN MAL.
RIb000DAp11ILIC110G II42000001101 2SAL
p.„0, ®NOLA MNA11A 1NONA Mk t•AL.
Ural..., POLL 1120444 RAMA PM 24AL.
ip M•01ICTA/L. AAIAP T 2GAI.
YLIN IOPLIMLIH •. SONIAMILLOW ►YL
IMPLI0A0AP10• AOA •10411201, 1 SAL.
•MMI0NL'AO.OMLILAM OOII■1III4L? 2RN.
,qO' winnow. P•11•10.1111 - 2400.4_I1NT IGAL
IO'~MN 110400000 WPM= MAW NV CAL fO. 812.2
_�AM1w INM ) 4. POI
O � /10044" 4• PI
-14044 CNOA •1NLLP 'mow NIAAIR IM.
IMAM IMMO AWN WM 0gNTNA , WI.
- -A•TTI�MO I•.L1•.AA NCa.N• 042■11 4• MR
En]..■L1L010MR0M0 LOOM I1A.
:: N4110114 2 0 1L,011 C LOA 011110/ SRAM 1SLL
11A11GL1017• 01114042 MAMMY IPAL
M141.4 1,100LIA 42.1041 rPOI
ORIN CA.Cm00111 2144042 A• POT
L.
---- TIP WWI 40401X04
ALL M411 MY ARIAL TO OMNI r OINM NAAR
0MXID ARAM 81112041 42
I•
11
lr
D
;Ir
Y
10
4
IPIOIT.ANew
K MIL12•110400
K ILTOp •C.OI 420•E0444L
KMATOM 140CMIK IMNI 11VCA
1024. ROOM) MC11L 411•NPNCLL
K 'wow MOW ONOTACA
K&AVO SLL.Wr 10 MC
K w/AN MC•3.A •N101ACAL
K 11ATan° MC.•L IANI 1ICAL
K 1•TORO MC.V/ •TI.EIICA
K AL CTAMINO LIMA TO M
Ad NM'EIIr ..•HUMP TO PM
K 02103I124AL. OWN 10 PM
• 14N41040 14•02140. 047110CAL
N • $•0471442L 4.104- TO SW
10 K NTVOIACAL Ruoff 70SAM
K /MVRIRGAL N4MT TO AM
14LL ND INMo •.•• an.
ALL AO MIT
ALL AO MM
IND NNW
1
1LI. AkkILONT • N. 04.
ALL AO NWT • M• 04.
TILL NO MA • M• OA
ALL AO OW • N• 0.e
ALL NO N•N
ALL NO Non
ALL AO II•Mr • N. AC.
ALL A0 4140"
HILL AO ewer
RLL No MN • No 04.
ALL AO MIT • M• O.C.
ALL AO MP
K wxIO MC•EAN1•01MICA
JO 0 SOW' AV JO 60
INSTALL TOOLED JOINT 5' -0" O.G.
INSTALL IR" FIBER EXPANSION JOINT 20' -O" O.C.
FACE OF BUILDING/
EXTERIOR WALL
FINISH GRADE FLUSH WROP
OF MOWING STRIP
TOPSOIL
I
vr ' • 4 . .. • • A . .. •
=112 -III �Illdll= 111= �IIII�III�I � T=
I2"
LIGHT
BROOM
FINISH
SLOPE
7- TOOLED EDGE • TYP
MOW STRIP AT BUILDING EDGE
COMPACT EXISTING GUBGRADE
AT MOWING STRIP ONLY.
COORDINATE WITH
FOOTING DRAIN
NOT TO SCALE
1. MN
1'.1• MN
NOT!,
DO NOT RAIN N I1(T COOMIOI6
1.1 PROMO DDOO E PRO'1 !ACM FLAMM
r 100NR CHAN LOOK TILE TIE
7• DIATOM LODGE POLE PM STAKE
7. MN ,.._c,r
MOT PIMA AT TOP
C• MO►D I• YOM!
M.OgADNG GRADE
V 011141
OR AD 10010M! IMNLM
PLANING *OIL I
ROTILISIR
EX11t•G \114GRADR
OCONIFEROUS TREE DETAIL _
NOT TO SCALE
OE AO IIMOVI KOLA,
45' CHAMFER
/.MN
NOM
DO NOT PLAN N Wt CODRIOY
PIONOO DRANAGE PIM EACH
PAWNS PIT • NIC/EURT
OSHRUB PLANTING DETAIL
NOT TO SCALE
I" CHAMFER
V' X 6• ROUGH $ALL$
PRESSURE TREATED WOOD
POST 5'•O" O/C
SET PLUMB
SLOPE TO DRAIN
ASPHALT SURFACING
CONCRETE
111E - 11
•
&I111
\FINISH GRADE
IIIIIl111111I
Ils
'IIII= A• IIII =_
r.go
0
L8�OS3 CcwPN t•Qg•ooaZ &ARb�
oL 9 Carl a «y:` fi E Z 1 'O..
111111ll1llll iii111111111 11[ 0111110 111 0111 .1i.11111111.1111111111ill 1111l161 .11111111.11l.1111,ii ! hull ►alp.lit11iii 1►i.1liili1iiiilliil1i1111
10 MN.
1'.•. MN
DO NOT r3.ANI N VET CONDRIC•I•
P410,124 «C� Mei IACM FLARING
r OMAN LOOC NOMA TIOI! TI!
Y DIAMITIR LODGESCLE Pea
TIM STKE6
r MN MLCN
MOT OLIN AT TOP
OP moo Y AI ME
OMILO11DNA GRADE
RATIO SOIL NO
POO L13R
EMOTING IIIG(•Dt
ODECIDUOUS TREE DETAIL
NOT TO SCALE
NOM DO NOT PLANT N IV C010NI01«6.
MOVID! DRAMAS( PROt11AON PLMRND
MT P NICLNARY.
MACE GRO1OCOMER
Al 1DICA=W
7• MN 0110•CA 17LC4
MULLS= MOOR TO MAMMA
a3
ce_ �
222222/4
MEPARID PLANNG MX 4• PIMP
ROIOTI.LID MO 4. OP 4HEORAD!
OGROUNDCOVER PLANTING DETAIL
NOT TO SCALE
OR
r 04440&41 COMMITS CAP
GRAM ON !RANTER
4 ITEM No O.C. RAOI ILLY
414x• STAIOM° 041
MLR PAC! 141001 COLOR
MO POTION TO NOON IALDIG
OMR CELLS SOLID
n- Iif ^1i1ITa O 7
Tf i= l L -1
IM1 NOMAD!
1 -LI 1 =M -I IAA
[_�i -u 1- 1- � i�1= 11 u = 111 -�1
Ti =1 I t -I � t =1r- iii -I fi =1� -III =1 IT -I � hi 1I-
II:
PGC COMET! POORID
HAM •OErGATI, COMPACT TOOL
Cr) •
LANDSCAPE PLANTER WALL
NOT TO SCALE
A 1 C N 1
Suite No. M Move
Soothe, N2 nO104
F. 206/340•90M
P. 2061540J500
MIM klINAIMPL Ie
3A. ,-- IMAM
Pm DM I 11.0.1111
NOMONISOIROL SOWN
WAIN 401.016. LL.
worm A�p M
ti AI"M.AO
WORM I
MA MAN
N.1�rMpW
M.A. vow
n O.L.A .
OMAN COMM
Am NA=
ApNIAL CROOM
44.1141202 OOP
lema -Da
AORIELRIOICOMO
mAr•..
m
1°"I M
A
-A
AEM402C DATE
KEY PLAN
TUKVILA
POI SCUM 14■04 ST
iIKYE.A, INEIRI/TQI 40040
0
t
TL3 .14 SCHOOL COMO. '1
4640 SOUM IMON STOAT
MOILAM KASPOOTON 3.110
0404202003.1ONER DAN
Q
ID. .LAN NNM
IOl OIAR, M
must M1UM-
OWN)
M •REM
_1247 •04004
PLANT
MATERIAL
LEGEND
AND DETALS
L -2
EWE•AS INCA*
RECEIVED
JAN 2 5 1999
COMMUNITY
DEVELOPMENT
L
EMD1NG 11ECD 4.OR GREATER
WWWMT .& 10 M RINO•.ED RNUNNG
111. 24 W.
ALL HEED 711 4 BUILDING ARIA TO M RO•0VED. AAA
ALL TREED comae Of GRADING LMITD CM DNTl1 MILLDIDE
• .IMI
so MIK
a .IMI
w
r
1fr
11 1.111_.
NOTE:
SEE SHEET L -2 FOR PLANT MATERIAL LEGEND
1 CONCRETE PAVING
0 X
SCU4i, fir,
60
018-00 63 (ci:
Late -
o4z(w2
N/.Ad
.w1weln
11 \\\1 I I 1
A I I C N I T I C T I I
I011 PAIgArti Avows
Suite No. 701
5601lIe, 1•b 4E104
F, 206/3. O-q 14
P. 206/340.4500
ROOM lverRMD•E
IEIIf N ODN BMAL N:.
p/r•II.11..
.1m. 11 4NA
1.r OrY11M
tie0YMO1M
CNA SUPRA
COADIA.MAIR WORN
OM WOO
111SCDRN PRIM
AXON FORM AGAWAM
G'Ir110
111NNW f1.01
1.710..111
I KAA CMAK1Nf/L MOM
Owe OlmfL lC•
w rRwrO
Arm ww
MOM /.11400
IMDCME MKNIECT
MAN NAM MWCWE4
ROANAANLAr
ANA;
ARCM COOPLTMlT
INANua
aAO°'frT'�Il
AGTIRCJL CCMLTMR
MAMA
ii w
tiWl am
CON COOLTNe
ADAN104 lICCM1E6
AA Num ow.
Ns. Gm WAN
urG1AN.
DAN
KEY PLM
TeaTLA
MIN 30UTN WIN ST
1W'A.A YN71NSTON 46165
=ALA SCHOOL DISTRICT
4640 SOUT)1441) SNOW
TUK54LA NAS /WM NAND
MROR°/OR 1MON! VAR
0.10 .401ObN71O
RA1DATE, I4 34.14 MW4
Motto 4441P44_
OBDRID r. R3) -
1M•N. eJr RN
LANDSCAPE
PLANTING
PLAN
L -1
EAU .1•.90•0'
I I urr I' I' I'i'- ICi1`I I I' I
0 INCH 1. 2
CHINA 1
!' l' 1' 1 I' I I' I,:i I i 1' 111.x11 itil 11' I !
5 6
IiiillilliliililiiiililiiLllilliiiiliii�i�IIIIIIII Il1lIIIl1111111111Iilll.(111 liii,illiiihii "�
Z i nb 6 i
iii!I; 111. 0lii, ljiiiiiliiiiithiiiiiiIiiil1iliil
UMW Pher5
LFfi! Sri
CCMMUN1FFf1yfFY1 }�
r TUKWILA ELEMENTARY SCHOOL
GRAPHIC SYMBOLS
1-
ELEIV TA ION
I:Imotan ID.
ode Ivor'
EO IN6
G I ■
xulon ID
wet l «.rv.
v1CWG
HALL
ION
Seri In ID
(.ant NrMTer
0
REFS DETAIL
Loge SON
INN
Oaeel Nave.
pQ
Dotol rotor
9 Ol hover
CO
Large Moot
Erma aerd Ina
Areo
Cir
INDICATOR
& • 6enerol
D • DnroLINN
R • Remo.nl
5 • Su
6RID LIIES
PARTIIIDI
1 I/OILATOR
ST
P alm., ispe
• b.l Ian
•ho50.
Ni4 W
•
c . roaut
MATGnI LI E
I A2451 S,en Nn+cr Of
�-�- -j NORTI ARROH
.1 SIEA&
1.7 �S- W
ecrom NARK
OATH
YP
4T' Kw. Pont
'TYPICAL POOR 5111 09
9
ca. Doo S•.a N
`Os, o0 Pesee,
IELE 1012 Cbe..9 hRoo.
Ebralon Woe
5neei Novo
FLOOR LSE
SlrOT
ELEVATCN
-4--
Off LPE
8102.2
1100 DE'S
5.cgID beget
C
CASED O'ENI16
RELIIE
L -2
11OTNXt • t INTERIOR LOUDER
COO Nava
ROwfbn Naar
80011 MARK
OFFICE Roan Noce
® Roo,. ho
LIST OF ABBREVIATIONS
D.WRFIE AIO MOONY
Seclbn Vbw
Cowan
'ALaF�iJ/.7.
r;T 7
1111111111111
CPU /
O rICk
Store •
Korea
&oN /
Mortar
LIAcontic
Corot TIN
Gory To
'l� LL.WIi YI' L.tYY I/ISJlII/ 101 'j
Sutton Vow
19101 LOUT
Eynon Plato-
Corot t PIO,
MOE
Good
Pb On
P INOT EON
Cook To
1140 SOT
CAPON
eroA m.
N rvt I4S
SKL_I VON
Corso TIN,
Mal TN
Tr, 561 01
Carvte Poor
Corm* Tlo,
6raut"S.Tt PP
Ponbron
RPNIIP4
R
OOrNg
Loge SCOb
1 1
Loge SWo
tIId.
So den VON
Lei
k
covet
Slept WWI
IaIl Metal
En2C5 4 PLACn.C6
Secden Vbw
:•ice ii
Lags Scale
Loge Scale
13516.11.0
SNOW Vow
PM,4 -M -OHM
•••••••••
♦♦♦••
812E-0.12212
1 =11= 11 •11=
�II� It -l1 X11
ENO
hood
PNf •cod
FLAN On
PLAN O.
PPI.Ood
EIre
LoNtalad
Hod
Balt Cr
Y+ulatlon
New Erased Nall
Now GNU. Noll
PLANNING SUBMITTAL - JANUARY ISTH, IGI gq
SITE SIGN
3/4" n 1' -0"
SEE SHEET CI.4 FOR LOGATIOH
ALG•
6" HIGH LETTERS
SANDBLASTED AND
PAINTED
TUKWILA
ELEMENTARY.
SCHOOL /
1
E •W Carpal FIII
ENO
1 \�
NATION
EAST GORSTRLCTION TO ROAN
_. 515T Gp6TRLCTON TO ee 0010LISIED
IEH CONSTRUCTION
PLAN
A» tea.
MuMFaW yanPwl
AR A Ai���i�1 =NwrP.a
4 NaYMN br1
Mww
resarANN• Cars .t•e
I. ee t• S
•
F.•a•ea/ OP Earl 1
001 1l� 11•e. lr/ NeNN Oren.
f
AAb Mrcm Iia.Fl
la
r.•t
Pt Pea 1.,o0
=.•n, rowed pi Cs•draCtcr
An, p P:a:
1 i':�,ry g,w
14f'�= P7V.m
Pit
KDi{W • �PP60d
113:5 gatar4
NI Me •'
PilWC �6eK /ttMT!tDGWSF�aC
.� '�.Irt�.IrIMr9
MNa1jE�6�.•Cy�Of�pe pw��. �IYW
Raton
L
1016002
t"
816
P
CLa60it
rernel
IxT•.tw
gal 4• 1500 fur
POPOV Sara
PIN•av Poor/ Not
Bove
Mao
RP*
Mrd 11N1.115F410re
5"••••
5
�T 0 y,� ,M�I.NV ry..a rwt NorrEra
j_ MNa'tll�v+WF
it Taw, eTTwooN .
PPG
M
TLS
•
M /FV..4
TX 1
rorlot ' Lmwrw
Y44•.aanr/Ury VN1•
&On
✓ ,.MN
1 W Cowell
• • / 405••
•' SHAPES AWRoaa s C. 1
1N LA iM• S by
M' a= In LA New 0*Kq
055ELE IMED TOILET ALOE360RIE5
2" GROOVE
GRANITE
GONG PLINTH
GENERAL NOTES
1. VERIFY NO CGYRWINTE SITE CCOITIA6 NO DIE1606. ERNS NCDWSTNCRS TO
AT7E(11011 OF ARCHITECT BEFORE PROCEE.DINS MM M7RP
2. PAPOfd1 EXCAVATOH AIO FOItVATION YORK N GONORHNIGE 1010 M ROWREI URS OF TIE
SOILS RHC1tT AW COMsONGTION POCUfN15.
7. MEOIATELT EARS ERON NO 045506 0 FANG N THESE MANSES TO AITEMION OF ARCHITECT.
4. DO ION %ALE DOMES. FOLLOH 01191510115 SCORCH PRAHM55 NO
ACT5L FIELD It ASUREHNIS. LOOPY ARCHITECT P p%fdPANLES.
5. ALL 0406106 ARE TO HOE OF STD. FILE OF C ICRETE MC HASORY.FALE OF FRAME. OR
CE TRUM P COUNSEL MESS HONED OTIEPNSE
b. LOWLY NM 1441 LItWOd1 S UNIS COX. WO 51.40 AS AMMO, NO ODER
APPLICHNI C00lS NO ORDI NOES.
T. OR.W165 NO SPECIFICATIONS EXAMIE NO ERRS 06CREPACI8 OETIEN ARCHITECT
ND GOIL.TNtt WM TO ATTENTION P ARGNOEGT or YQITIOI OTIGE FOR CLMFIGAICIL
YORK F6TAL1ED N COFLCT MTI CONSIRICTION DO00ORS NU. EE CO6OERD N
NONOMFOIDWILE NO COPRELTED AT Inc O0D00 TO OHER OR MDPIEGT,
b. COORDINATION. DOORMAT! YORK TO CDFLY 41111 CANON% NO SRLFICAT05
NO TO ACARAIELY LOCATE MEMOS FOR :OIN GN. ELELTRKM, NO
EMINENT TO 101 PIt HIM STROMIAL FRAMP
4 FO1101 PVM►ACT RS S P61W.CT00. EXCEPT NENE 4071E 5151000 R OARL EMS
IRE IMAM) Ot RIMN®m CCOE OR ARCHITECT.
0, PROVIDE NO INSTNI 50.0 ELOCKJ6 NO ONS.NS FOR NALL NO CEILING POINTED ITT6.
11. ?ROME III PATE RCA NO SOP 9PPORTS FOR SPN6 ERLEED'S S6•.
12. N6TALL 005015 AT FIRE RATED HAILS N 100RDAILE HM UAL, SEC. 7047.
13. 10104.1.
UDE6Ol11WARD Dant SDE50F NALL PANNE UMIIHEOPim MOH FLOOR
TO N. ATTACH PPPO N' M POLLS MRI VENATION ISOLATORS. PRAT! PPPO N
CGMALT NIN C001NY.101
E . MOD SNITCHES 42• ALOE NORD FLAB MESS IOIED 01KPMSE. VERIFY 5•10I
NV OATEN IOENTS AEON GASEN= TO CLEAR EACKSPLML
6. SCI ATE NO OFF'1T P4115015 OE 5710 SPACE M INH AT 5010 leLLS TO PRAOIT
San" TRANSMISSION
11. COLRDNAT! 51•5 NO LOCAT060 CFEMI0 AND R0S11-R6 FORYEC4NICAL
EOMOO NM IEANWIL COtDAGTOL NO 5424 DRN0P5 MPRWCD BY
ARGNTECT, BEFORE PROMM, Y/OM M PO N.
0. NIHON 925 NO LOGAtOI6 P 1ECAAMGAL =NNW PADS EA6123 POOL PARR
NO OFAN SISTALLATIONIONECLINNff PAEFAL11fERri EEFCE fROC®NS MIN
TIE YORK PROMO! NO 16TALL M15MC ERACN5 1 PASMI S N 0 GORONC! NTH
LODE 15041636175.
N . COCRONATE MGT LOCATION P PLVEE15 AO PROS NM MOONS SACOMTRACTO.
20. ENT DOORS OPERANI PROM Nye SALONS waver 141,E OF REY OR SPECIAL
004[06! OR ISTORT.
21. EAT 51616 LETTERS Sal 161 PEES NW 5 PH51 GG4F0761 NTN APFULAEL0 VANS.
22. FNSIf_'r N FNOED MOOR ANNA . Inc EXPOSED PIPE. COOING. RCA VENT%ETC.
CONCEAL MUTT LIES WOO HOPED G06TWLION0615610IED AS NAOSED
CO6TRCTIN COI CRAMPS OR APPROVED IN ARDITCT. P IPOImOTO® NOW
CANON BE C01'EPED MMP NOW CONVECTION OF 11E GOUALT COLLNENIS
M CGNIRAGTOR SINAI ROAM 1 RETELL RIVED 1 FNSIED /OREDNTM. • ve RIGA.
SMASH TO 14A101 ADJPL1R FPOP TO CONCEAL ORK CWRDNATE P41N ARCHITECT.
25. OTSNT AO MIDST RRNRO TO MAR! FNPED SWPALES FLUSH NO 111ET0 LNE
24. PRO VIDE 6EVANC ISOLATION AMAIN CP HLARPETALS.
23. FIRE IXTEPN4eI CARPETS SNAIL EE LOCATED N CAFOW WCN MTN CITY OF TKYILA
FIE DPARTe4T RlANNOa5.
26. F RONDE NO N0TALL RWAFN6 N ACCOONCE MM UAL. S%. 714.
21. FRE PROTECTS% FIR! SPRN].E MUNE* 7IR0.l1OIr N /LCORDNC0 MTI
APPLCAME COr,T.S NO ORONVGEE,
26. SPR WIER 615101 TO S NPROMD SY CAT OF =PEA FR! 5EPMT1NT NV 0114:R
REIL.ATOtY ASEiCE5 PRIOR TO NSTNUT101
24. INHERE PRORLTIOI ELAN LI15 NO PEP6'TOR TEST LIES CUT RT1O SEIONS LAS.
W NOT RAN (LATER ALROS5 NO0l4.K OR OILER UTCPE12 14P405 MOW
PERKIER OP SAp15.
70. PROM! 0125160 SAD NE PRO1ELT10N DOMES NO 1P1181RP AS WORM ER
M CV OF TEMA ERE AU150Wtt.
71. . COORDINATE ATE 161ALATIOI OF FRE PROTECTION SYSITI NON SIRCTIRN. PEDANGEL,
PLLEENS. NO HEGTRKIL W IC TO SIRE O CGFLCT AS A REPLT P FPE
PROTECTION STS1D1 WALLOON.
PROJECT DATA
MAW AOOOW& TLKMLA ELEYORMT WOOL
• 501 SaIDI NR N STREET
71K/ILA, HA 40466
COM TLKMA YAM DENNCT 4106
4640 SCUM 144CN STREET OCA►NCT.
ILKMIA YEA 46166
.147001104 OTT OF IMO LA
GLM1RGi01 TYPE V - IR, /v WPR4FLD6 AS I NL
C061RCTION 566TM0U
=PE OF SONE NM MR Ttl CARRAGT KU
EDT PS IIOT LIFTED TO U SITE I
NO 2) 660V•. COETROCTION
!CHOPS WAWA. NO
ELECTRICAL TOR K FOR TIE CONTRIGTIOI
CFA 001 MOOR NO' SCOO..
VICINITY MAP
IOMIN
IDT0
e.1, E. A2i
Lai p1ltt ResvelmL !Dry;
COMMON& USE PEPl1T
NEGATED
113 ACRES
1 ITr.I I(-r_ ;I_1i -rlilr I 111Ll Hi; lIIl I .iI 1T !.
0 INCH " ... - 1
CHINA
NT5
i l l l I 1' I I II 1- 1 ;n1 1 I 1 I r I l I 1 ' " I L i. j l J,1 I 1.1 i 1
5 6
5I' ilk EL' Zl %.'tLr,x -p�; 6; 8= bL 9 i d :....E Z 4..11/2.50
IiIIIIII III IIII 111111 ill 111.1111111111111" IIIILIII /11111111IL11111111__II.1 bl l lll11101.11,1IIIIII�I1111 IIIIiIIJ,1Lll 1:1 f iii�IlliiIi,tjIlllil
DRAWING INDEX
0015P CORR 1557
LS LAWMAN! FLAMIO PLAN
L.2 PLNtr PATINA. LL'eeV NO DLTAOS
001
GIG.]
51.2 /MP
GIN
A20 ImOOCE FLANS
All R066NAT1016
052 SD/ ELEVATORS
0040UTION RAN NYSE 1
05461.11101 PLAN PHASE 11
PINNINNONNINNINININPINIE SOWN AND MOWN RAIN
MIME AND NTSVIW PAR
GI•I f:l.(CrRiewl Srre TtAPI
1
L.98•os83(car)
Lag •oeoitttvut)
LEGAL DESCRIPTION
KM =WY TM P DODO.
otlf IFlwr LOIS LZ 6,a MO S ROCK•
001LN1 Amin. PM MAT RYCImLy
M vats! f Co PLATS FAN TL N KIM cLIMY.4N1w1LN
TAT FO111011 P TUGS 40, SPAIRVAl1 EOM TIIAOTF, WISER D Cr RATS. INN 41, WOWS P
511040.4R.055010,a1, LTw EMr a A LS! MCP M a ,aT FAIT OP NO PP •110. MTwM
I0IT•4.T P•0011071)5 P M 40e11115 P MIN Av215 SWOON T-NSTA 1eRALL Vats! 55
OP RATE. FILL 45. ALSO M 0P1ATTLP STY LT10 LW P MD TRACT 40.111T P M WIDOW
LMISLII! P 1515 AVM! 4x1 4 ND 5ET1i011 M W116Y R 10LICTION O. M OM. ND 1a11M
Lee P SAO DUCT
110
M WT 202IQT P IMLT f411000KVMS 0A5L11750515 WNI! 12 P NETS. PAM •T AMO
M IMAMS, 1707 1.5111111557 P MD VOLT K MST P 11,12151111011 N011011 TO 10•112 NO
0005101 PC W T O t Y P110ac174 P M MOM NOWARN LIOI P MD VOLT.
MALT 5. •PLIMI NANn0• TO WT11L *Olt O P PAM PAK N. VILIFY M MOM 20
P ST 520105141127 07 M TOP OP 1040.APA 1411111 N MM L01117 1FEYLN 0210* CAM 0.
la•2.
00 MVP M TA/T 00 RV P I AD TRACT.
ALPO MWLATeD IMP Las NW P MO TRACT 5 MAT P M 107 OR P 0714 AMT!
11125115111 P 115RN MSS f1R1T, NO MOWN P M 10/002 10515 L1! P TSILT 10.
0110010/515 WIMP 75ALT%ND N 40110T* 1107 LT1Y MST OPT/5 MST Ill P IW015IG,
6.1057 P M 11111510512 LMIM LIl P 11.1111 AML! WAX 10.014 P M •l5 110•15 LS! P
VOGT 40 P MOOSPA 1 WIMP 111.55 NO ICON P M IKI5Om 1151N LM P MD TRACT 6.
11011 Pa00N P "MALT 1.1110021501 OWIIOM TO WTTLL VLYP! 0 0 10 MATS PN1 140.1.730
HST P A um 1115070111x1 A PINT 04 IM 40015 us P MO MALT OSP41Q1 WT P we
11001I1*IT GOMM P M ENT 115y P MO MOT TO 5 112117 ON M WPM LIl P MD MALT
O 412 MT WT P M IalI.I/T LOW= OP M OPT PUP P W0 TRACT.
i) \■I I I I
A I G N 1 T 1 C T P
1011 We.lam Avow
Seitz No. lOI
Seattle, Mb 0104
F. 20b/340-4514
P. 206/54000
0I30P41/RJ011ATNE
MIRY NIERNIENN. k.
Pam 0011,0allf
OIL OMEN
CNENICRTa LOCUM
55m
INIUDI/AL�mt
POSER PONATII NI 1271.0.11
NOINIGY.6ClAfK NUNN
tim
LAWMAN NMI=
ROAN
w ow LW
101011310NRLTA T
~
NoNNo •A
row
15.1.122111•510
E
MAMMAL CORILTNIT
EROE0515
w m OF
r.orsaatt0
CATCO•LTNS
PON•011Ne0CY•T15
soma. Aar
ti �I�
DATE
TUKAWILA
MTh SCUTS 44401ST
11.41)41.4. 14461111111704146166
114341LA 5002. PI5TR16T
4640 SOUTH 14401 sneer
n /D+LA .1 4 4 5 1114 4M4414b 6
/MOM FOR M MO DAR
-cm Ab60600
11MEDAR, .141. 10, 1M99
PRAM Or.
CJOOOO 57.174
04101 30010.
COVER
SHEET
A0.1 -A
SCALE .M11029