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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 � '' 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 y,. '.•:;s ], �. i...:.::, v:. v.. .0 :�- .s'. t.. ':�' ". ;... r-ir e;r '.r. • 'I•v •: ..x� ,�,� P — ,fit C ! .rS5 f .i, 'T. 1" f 't x +•t Y. .,,yl. .}y 9 a4 f +T% .t..1�. " ^i'ury�� ,.1 Y ,Y. trf: r't.; "rYi. ^•fi; 1 YY%v. I CI I I uC I C I I I C I I I I I IC I I I l� l IC IGI ll �l .-.i�C� I'3 , Ii_ '.,.,, _ a C I I. �It � %Z I �' u, �•I � I I, � I�; �.(_ rS Y �,/ FI I, I {.Lr:stI.. � I C.t � Ci •., n TCI kI 'k• � �. + Y I 4 s ,�.N.I�.as -r� • i Ivy,, f I If° x. .i u� s+I:ar.�n ,i I C. n I I .. . I C � +1 S.. II X r C(°�fi, I �e� f?I aC CI Il .g CL t� I C, .s.� �Ii C.. � +I .9 I�3 +I . �. •. :lsrC.•:�I 0 . • .,.;. 16THSINCH 1 4 5 6 8 9 10 11 MAUI:INGERMANY 12 ®FLEXIBLE RULER -302 AWGERMANY— , , SG GZ 9G.... ,SZ ... :7G .. £Z GG LZ Oa 6L .. 8L .. GL.. 9L SL +7L £L EL LL \IIIIWIill 1 11111 1 IIIIW111IIIIII111111IIII 111111111 k\nnilll 111 1 1 1 1111/111 111 1 11111IIIIl 1 111111Ll11111 111 1111E1I1I 1 1 II1I IIlu1 1 11lllll�ll1 11 IF THIS MICROFILMED DOCUMENT IS LESSi CLEAR THAN THIS NOTICE, IT IS DUE TO •ITHE QUALITY OF THE ORIGINAL DOCUMENT 01. 6 V II I 1 Iy�I1II111II_IIIIIIIII1III11IhII1 1111IIIIIIII1III111 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. I'- HI HUI 604-le m AT 6.4cH - R-LISs 2 ,4137( -1e10 F- rt4lr_5IJ - r -uSSEs (WI -TH 5 e 24G•G, TG 12DLF Tol' FL. 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. GLrBT I'IATF0P -M (30" HIgH ) <Whl.ToR -I u HI PUP-. 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IIIIIIIIIII111III111111III1111III111I11i1111IIIII111111111111111 111IIIIII 1111II IIIIl1I111I11111IIIIIii1I11111111111111111111111IIIIIIlIII11111111111111111111I1111111111111111111111111111111111 0 ,ETHSINCH 1 2 �' 4 5 6 7 8 9 10 11 UNCINGIPNINY 12 FLEXIBLE R U LER- 302 AWoPHN.HY OE 6Z 8G CZ 9.; SE va CZ ZG LZ OZ VIII IIIIIIII I I III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I. El ZL L 0 1 7 7 1 1 1 74 E,<ls-riHE( IMF I fZLISS,, G??-4"D, G. a EBENEZER CHURCH OF COD IN CHRIST S - 1 _ IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT