HomeMy WebLinkAboutPermit L94-0032 - REVEREND KING JR - EBENEZER CHURCH CONDITIONAL USE
L94-0032.
EBENEZER CHURCH CONDITIONAL USE
14275 INTERURBAN AV S
SEPA Review — E02 -020
Foster Golf Course Clubhouse
November 19, 2002
that lies just to the east of the historic Foster Maple Tree. Those trees removed
within the Low Impact shoreline environment must be replaced based on the
City's Tree Ordinance (TMC 18.54). Based on the size of the trees to be
removed, approximately 32 replacement trees will be required. Some of the
replacement trees must be used to screen the revised parking area to the east of
the historic tree, other of the replacement trees may be used to enhance the
riverbank in the area adjacent to where the cedar trees are being removed.
Landscaping will be provided at the front of the site, in the parking areas and
around portions of the building as required by the City's Landscape Code, TMC
18.52. One comment was received by an adjacent resident in the single family
neighborhood across the River objecting to the removal of the Cedar trees due to
their aesthetic value and the danger of clearing and dirt movement near
waterways. The City's Tree Ordinance, while encouraging retention of trees,
does not prohibit their removal. As noted above, at least 32 replacement trees
will be required.
The historic Foster Maple Tree is located in the northwest portion of the site,
adjacent to the river. This maple tree was planted by Joseph Foster, one of the
original settlers in Tukwila, probably around 1873. A certified arborist has been
hired to provide guidance on the protection of the tree, both during the
construction activities as well as in the future after completion of the new
clubhouse and supporting infrastructure. Information is not available yet as to
the arborist's recommendations.
A number of existing trees in the current parking lot will be removed to permit
the regrading of the parking lot and relocation of the main entrance to the
facility. The Technical Information Report notes that the existing paving of the
driving and parking surfaces is in poor repair in part due to tree roots. There are
no listed plant species in Tukwila that are threatened or endangered. The
applicant notes that the trees were not considered to be retained so as to provide
the most usable and accessible parking spaces close to the clubhouse.
Removing these trees will reduce the amount of existing golf course and open
space that must be converted to new parking space. Where reasonable tree
digging is possible, the applicant states that trees located in the existing parking
lot and those in the south parking lot expansion area will be dug and
transplanted by Parks Department for use on other park sites. The
demolition/construction period is outside the usual tree digging season so it is
not feasible to transplant the trees for this project.
Animals
The SEPA Checklist notes that hawks and songbirds, have been observed on or
near the site. The site is located along the Pacific Flyway migration route. The
only mammals observed on the site are deer and rabbits. While the Checklist
4
c:\mydocs \Foster Golf Course \sepa -rpt
City of Tukwila
John W. Rants, Mayor
August 3, 1994
Department of Community Development Rick Beeler, Director
Reverend James King, Jr.
Ebenezer Church of God in Christ
4621 S. Raymond
Seattle, WA 98118
Subject: NOTICE OF DECISION FOR: Condition Use Permit, L94 -0032
Dear Reverend King:
As you are aware, your request for a Conditional Use Permit (CUP) for a church and for off- premise
parking was conditionally approved by the Planning Commission at the July 28, 1994 public hearing. The
ten -day appeal period ends August 7, 1994 at which time improvements can be made to the building as
proposed. The CUP was conditioned as follows:
if the parking does not work or is not complied with, the Planning Commission may revoke
the CUP at any time.
Also discussed is the letter of credit for landscaping and paving for the parking lot on site. As part of your
proposal, you agreed to pave and landscape within two months of occupancy of the church. A letter of
credit for 150% of the cost estimate for both should be provided by August 12, 1994. The estimate for
landscaping must reflect what is shown on the landscape plan including shrubs along the south and east
property lines in addition to trees (two were proposed) near the building entrance.
Please feel free to contact me if you have any questions related to the above. I can be reached at 431
3663.
Sincerely,
Denni Shefrin
Associate Planner
cc: File
John Pierog
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • • Far (206) 4313665
'�.�..
EBENEZER CHURCH OF GOD IN CHRIST'
P. O. BOX 18154)
Seattle, Washington 98118 ' .
Rev. James T. King, Pastor 9
OEVF��p1,%
taVi
August 18, 1994
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City Of Tukwila
Planning Department
6300 Southoenter Blvd.
Tukwila, Washington 98188
Dear Me. Shefrin:
We, the Ebenezer Church Of God In Christ have not taken occupancy
of the building, located at 14275 Interurban Avenue South. First of all, until the
fire alarm system is installed, it is being installed by Cartland Alarm, we are
prohibited by the fire marshall to occupy the church. Secondly, we had gotten an
estimate for the parking but the Public Works Department of Tukwila would not
accept the plan. We are now in the process of getting new estimates.
This has been a rather slow process because the people we needed to
talk with from the Public Works Department, Mr. John Howat, has been in the field
frequently and unavailable. We plan to enter the building September 18, 1994.
Prior to that we plan to be finished with the alarm system, landscaping and
parking. If not we will have the letter of credit for 150 percent.
Thank you,
Rev. James T. , Pastor
Ebenezer Church God In Christ
To: Denni Shefrin
From: Ron Cameron
Subject: Ebenezer Church Parking
Date: July 18, 1994
The proposed Ebenzer Church remote parking and shuttle should be
conditioned on a one year trial to determine if there are any con-
flicts or impacts of the parking and access:
1. affecting pedestrian traffic safety,
2. affecting vehicle traffic safety, or
2. neighboring properties.
The trial is recommended for approval based on information provided•
by the church. That the congregation size is 65 members and has two
services so attendance is estimated at 40. Vehicle occupancy is go-
ing to be between 2.5 and 3.0 per vehicle, with 11 spaces that will
mean about 30 will park on site of church and the remaining 10 will
use the van. These assumptions indicate there should not be a
safety or access problem for Sunday services. Evening choir prac-
tices are smaller numbers.
JUL 18Es
t UIVIiviLJvI i Y
DEVE LOPMENT
Approval needs to be conditioned on:
1. Parking and access on the east side of Interurban is not
allowed; peds crossing Interurban is discouraged and to be
prohibited as any basis for site approval.
2. A year's trial to identify and correct any safety issues
for pedestrian and /or vehicle traffic as well as parking.
3. A year's trial to identify any parking or access impacts
affecting the neighbors.
City of Tukwila
JUL 1 81994 John W. Rants, Mayor
Department of Community Developm ELoPMENT Rick Beeler, Director
City of Tukwila
PUBLIC HEARING NOTICE
Notice is hereby given that the City of Tukwila Planning Commission will be holding a work session at 6:00
/ p.m. and the Planning Commission and Board of Architectural Review will be holding a public hearing at
8:00 p.m. on July 28, 1994 located at 6200 Southcenter Blvd. to discuss the following:
I.
PLANNING COMNIISSION WORK SESSION - 6:00 P.M.
The Planning Commission will be holding a work session to discuss regional issues, vision, blocks and goals
of the Comprehensive Plan.
II.
CASE NUMBER:
APPLICANT:
REQUEST:
LOCATION:
CASE NUMBER:
APPLICANT:
REQUEST:
LOCATION:
PLANNING COMMISSION PUBLIC HEARING - 8:00 p.m.
L94 -0032
Ebenezer Church of God, Reverend James King
Conditional Use Permit to convert an existing community building to a church.
14275 Interurban Ave. S., Tukwila.
BOARD OF ARCHITECTURAL REVIEW PUBLIC HEARING
L94 -0038
Oliver Muth, Bonsai Northwest
Design review for a new greenhouse
14427 S. 51st Ave., Tukwila.
Persons wishing to comment on the above cases may do so by written statement or by appearing at the
public hearing. Information on the above cases may be obtained at the Tukwila Planning Division. The
City encourages you to notify your neighbors and other persons you believe would be affected by the above
items.
Published:
Distribution:
Seattle Times
July 15 & 22, 1994
Mayor, City Clerk, Property Owners /Applicants, Adjacent Property Owners, File.
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665
City of Tukwila
Department of Community Development
HEARING DATE:
FILE NUMBER:
APPLICANT:
REQUEST:
LOCATION:
ZONE
DESIGNATION:
SEPA
DETERMINATION:
STAFF:
ATTACHMENTS:
STAFF REPORT TO
PLANNING COMMISSION
Prepared July 21, 1994
„.
John W. Rants, Mayor
Rick Beeler, Director
July 28, 1994
L94 -0032
Ebenezer Church of God in Christ; Reverend James King
Conditional Use Permit Approval for a Church and . approval
for Off- Premise Parking.
14275 Interurban Avenue
C -2
Exempt
Denni Shefrin, Associate Planner.
A.
B.
C.
D.
E.
F.
Vicinity Map
Site Plan /Landscape Plan.
Floor Plan
Letter from Quentin Control Systems, N.W., Inc.
Letter from Northwest Source Group:
Photographs (provided at hearing)
6300 Southcenter Boulevard, Suite #100 • Tukwila Washington 98188 •.(206) 431-3670
L94 -0032
EBENEZER CHURCH
14275 INTERURBAN AV S
CONDITIONAL USE
PERMIT
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GENERAL
1. ALL MATERIALS AND WORKMANSILIP. SHALL CONFORM TO..THE..
CONTRACT DRAWINGS.
2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE
.RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE
CONTRACTOR SIIALL PROVIDE ADEQUATE SHORING, BRACING AND
GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL
SAFETY ORDINANCES. ANY DEVIATION MUST BE APPROVED
PRIOR TO ERECTION.
3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA
STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA
PRIOR TO ERECTION.
4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND
PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS
AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE
AND LOCAL SAFETY ORDINANCES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING
THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS.
ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF
THE ENGINEER AND BE RESOLVED BEFORE PROCEEDING WITH THE
WORK.
6. SHOP DRAWINGS FOR GLULAM BEAMS, PREFABRICATED TRUSSES
AND JOISTS, AND REINFORCING STEEL SIIALL BE SUBMITTED TO
TILE ENGINEER FOR REVIEW PRIOR TO FABRICATION.
7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS
SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED
SUBJECT TO REVIEW BY THE ENGINEER.
8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL
OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED
OUT.
9. COORDINATE WITH MECHANICAL, PLUMBING, AND - ELECTRICAL
REQUIREMENTS FOR SIZE AND LOCATION OF ALL OPENINGS
REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, ELECTRICAL
CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR
OTHERWISE INCORPORATED IN STRUCTURAL WORK.
10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD
DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS,
DUCTS, PIPING, ETC. ALL SUSPENDED MECHANICAL EQUIPMENT
SHALL BE SWAY OR LATERALLY BRACED.
ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO
EXISTING CONDITIONS IS GIVEN AS THE BEST PRESENT
KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE
ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY
SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER
REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF
CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN
APPROVAL OF THE ENGINEER.
11:
12. MECHANICAL EQUIPMENT MUST BE FIRMLY ATTACHED TO THE
STRUCTURE. ISOLATORS, FASTENERS AND ANY OTHER ELEMENTS
PROVIDING STABILITY FOR MECHANICAL EQUIPMENT MUST BE
APPROVED BY THE'ICBO OR AN EQUIVALENT TESTING PROCEDURE
APPROVED BY THE BUILDING DEPARTMENT AND ENGINEER AND
MUST BE CAPABLE OF TRANSMITTING CODE REQUIRED LOADS OF
NOT LESS THAN 0.3 X OPERATING WT. OF EQUIPMENT.
DESIGN CRITERIA
1. BUILDING CODE: 1991 UNIFORM BUILDING CODE, WITH
SEATTLE AMENDMENTS.
2. VERTICAL LOADS ROOF FLOOR
SNOW LOAD 25 PSF
LIVE LOAD
DEAD LOAD 15 PSF
100 PSF
15 PSF
3. LATERAL LOAD FORCES TRANSMITTED BY DIAPHRAGM ACTION TO
X- BRACING AT FOUNDATIONS WHERE DISPLACEMENT IS RESISTED
BY PASSIVE PRESSURE ON FOOTINGS, AND SLIDING FRICTION
OF EARTH.
4. LATERAL WIND LOADS: 80 M.P.H. EXPOSURE 11B"
5. LATERAL SEISMIC LOADS (ZONE 3) V = ZICW /Rw (BASE SHEAR)
Z =0.30 I =1.0 C =2.75 Rw =8.0 W =DEAD LOAD
FRAMING LUMBER
1. FRAMING LUMBER SIIALL BE DOUGLAS FIR /LARCH NO.1 FOR
POSTS, BEAMS, AND HEADERS; ITEM -FIR NO.2 (OR BETTER) FOR
2X AND 3X JOISTS, AND STUDS; AND DOUGLAS FIR /LARCH NO.
2 OR BETTER FOR ALL TOP AND BOTTOM PLATES (GRADES ARE
TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE
GRADE MARKED PER WCLIB SPECIFICATIONS.
STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1
SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS
PS1 -83, APA PRP -108, OR VOLUNTARY PRODUCT STANDARD PS2-
92. SHEATHING INDEXES AND THICKNESSES ARE NOTED ON THE
PLANS. PROVIDE MINIMUM OF 3/811 EDGE DISTANCE ON ALL
NAILS AND A 1/811 EXPANSION JOINT BETWEEN ALL PANEL
EDGES.
3. NAILING SIIALL CONFORM TO TABLE 25 -Q OF THE UNIFORM
BUILDING CODE UNLESS NOTED OTHERWISE. USE COMMON NAILS
THROUGHOUT UNLESS NOTED OTHERWISE.
4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS
SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE
STRUCTURAL ENGINEER.
5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO
JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID
BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS.
6. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL
STRUCTURAL MEMBERS.
7. PROVIDE WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND
LAG SCREWS BEARING ON WOOD.
8. BOLT HOLES SIIALL BE NOMINAL DIAMETER OF BOLT PLUS 1/1611
UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE
PRE- DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG
BOLT UNLESS OTHERWISE NOTED.
9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH
5/811 MINIMUM DIAMETER BOLTS SPACED AT 4811 O.C. MAXIMUM
SPACING (EMBED 511 MINIMUM INTO CONCRETE OR MASONRY).
SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE
OCCUR.
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10. ALL FRAMING LUMBER IN CONTACT WITI1 MASONRY OR CONCRETE
SIIALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM
GRADE INFORMATION)
11. FRAMING ANCHORS FOR JOISTS, PURLINS AND POSTS SHALL BE
SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED
IN WRITING PRIOR TO INSTALLATION.
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