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Planning 2018-10-25 Item 4 - Attachments - Vietnamese Martyrs Parish Design Review and Conditional Use Permit
SITE NOTES LEGEND IN THE SW 1/4 OF THE NW 1/4 OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 04 EAST, W.M. 08/17/17 rTh LII x Li U, rao cs� cal C) -�i :) c Z m Do C SITE ADDRESS: 6847 SOUTH 180TH ST 6841 SOUTH 180TH ST TUKWILA, WA 98188 TAX ACCOUNT NO.: 362304-9079-04 362304-9017-09 362304- 9087- 04 ZONING: TU C ZONING AGENCY: CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTH CENTER BOULEVARD TUKWILA, WA 98188 (206) 431-3670 FAX: (206) 431-3665 SETBACKS: CURRENT SETBACK REQUIREMENTS SUBJECT TO SITE PLAN REVIEW. CURRENT SETBACKS MAY DIFFER FROM THOSE IN EFFECT DURING DESIGN/CONSTRUCTION OF EXISTING IMPROVEMENTS. THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE GOVERNING JURISDICTION INDICATES THAT STRUCTURES ON THIS PROPERTY COMPLIED WITH MINIMUM SETBACK AND HEIGHT REQUIREMENTS FOLLOWING CONSTRUCTION. FLOOD ZONE: THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY 16, 1995, COMMUNITY PANEL NO. 53033C0978F, AND IS SITUATED IN ZONE "X", AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN AND PORTIONS ALONG THE GREEN RIVER ARE LOCATED IN ZONE "AE" WITH A BASE FLOOD ELEVATION OF 27 FEET(NGVD 29) OR 30.59 FEET(NAVD88). HORIZONTAL DATUM: NAD 83/91 VERTICAL DATUM: NAVD 88 LEGAL DESCRIPTION: PARCEL A THAT PORTION OF GOVERNMENT LOT 4, SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 36; THENCE SOUTH 0119'01" WEST ALONG THE WEST LINE OF SAID SECTION 36 A DISTANCE OF 1,320.01 FEET TO THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 4; THENCE SOUTH 88'04'53" EAST ALONG THE CENTERLINE OF SOUTH 180TH STREET A DISTANCE OF 431.81 FEET; THENCE SOUTH 01'55'07" WEST A DISTANCE OF 36.00 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'04'53" EAST ALONG SAID SOUTHERLY MARGIN A DISTANCE OF 257.94 FEET; THENCE SOUTH 11'05'55" EAST A DISTANCE OF 70.94 FEET; THENCE SOUTH 07'39'54" EAST A DISTANCE OF 50.09 FEET; THENCE SOUTH 09'22'49" EAST A DISTANCE OF 50.02 FEET; THENCE SOUTH 15'06'12" EAST A DISTANCE OF 39.16 FEET; THENCE NORTH 88'04'53" WEST A DISTANCE OF 353.52 FEET; THENCE NORTH 01'55'07" EAST A DISTANCE OF 155.00 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET THROUGH A CENTRAL ANGLE OF 90'00'00" TO THE TRUE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO THE CITY OF TUKWILA BY STATUTORY WARRANTY DEED RECORDED UNDER RECORDING NO. 9203301074. PARCEL B: THAT PORTION OF GOVERNMENT LOT 4, SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 36; THENCE SOUTH 0119'01" WEST ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 1,320.01 FEET TO THE NORTHWEST CORNER OF SAID GOVERNMENT LOT 4; THENCE SOUTH 88'04'53" EAST ALONG THE CENTERLINE OF SOUTH 180TH STREET A DISTANCE OF 381.81 FEET; THENCE SOUTH O1'55'07" WEST A DISTANCE OF 341.00 FEET TO THE NORTH LINE OF PROPERTY CONVEYED TO DAVID F. BOLGER BY DEED RECORDED UNDER RECORDING NO. 7606290589 AND THE TRUE POINT OF BEGINNING; THENCE NORTH 01'55'07" EAST, A DISTANCE OF 100 FEET TO THE SOUTH LINE OF PROPERTY DESCRIBED IN AUDITOR'S FILE NO. 6356645; THENCE SOUTH 88'04'53" EAST, ALONG SAID SOUTH LINE 353.52 FEET, MORE OR LESS, TO THE EASTERLY BOUNDARY OF SAID GOVERNMENT LOT 4; THENCE SOUTHERLY, ALONG SAID EASTERLY BOUNDARY, TO THE NORTHEAST CORNER OF SAID BOLGER PROPERTY; THENCE NORTH 88'04'53" WEST, ALONG SAID NORTHERLY LINE OF THE BOLGER PROPERTY, A DISTANCE OF 376.00 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY CHICAGO TITLE COMPANY, COMMITMENT NO. 0032156-06, DATED JANUARY 30, 2015. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. DESCRIPTION: PARCEL A*: THAT PORTION OF SECTION 36, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 36; THENCE SOUTH 01°19'01" WEST ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 1,355.89 FEET; THENCE EASTERLY ALONG OF CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 02'45'45" EAST, HAVING A RADIUS OF 336.00 FEET, AN ARC DISTANCE OF 9.00 FEET, THROUGH A CENTRAL ANGLE OF 01°32'04" TO THE SOUTH LINE OF THE NORTH 36 FEET OF GOVERNMENT LOT 4 IN SAID SECTION 36; THENCE SOUTH 88'46'19" EAST ALONG SAID SOUTH LINE A DISTANCE OF 372.81 FEET; THENCE SOUTH 01'13'41" WEST A DISTANCE OF 305.00 FEET; THENCE NORTH 88'46'19" WEST A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 88'46'41" EAST ALONG A LINE 100 FEET SOUTH OF AND PARALLEL TO THE SOUTH LINE OF THAT PARCEL OF LAND LEASED TO SPERRY LAND CORPORATION AS SURVEYED AND MONUMENTED ON THE GROUND IN 1968, A DISTANCE OF 420.58 FEET, MORE OR LESS, TO THE TOP OF THE LEFT BANK OF THE GREEN RIVER; THENCE ALONG SAID TOP OF THE LEFT BANK THE FOLLOWING COURSES AND DISTANCES: SOUTH 07°00' EAST A DISTANCE OF 115 FEET; SOUTH 01 °06' WEST A DISTANCE OF 104 FEET; SOUTH 0912' WEST A DISTANCE OF 106 FEET; SOUTH 26'49' WEST A DISTANCE OF 102 FEET; SOUTH 47'21' WEST A DISTANCE OF 103 FEET; SOUTH 60'15' WEST A DISTANCE OF 40 FEET; SOUTH 74'35' WEST A DISTANCE OF 60 FEET; WEST A DISTANCE OF 106 FEET; NORTH 67'30' WEST A DISTANCE OF 107 FEET; NORTH 2619' WEST A DISTANCE OF 104 FEET; NORTH 20°22' WEST A DISTANCE OF 103 FEET; NORTH 21'54' WEST A DISTANCE OF 105 FEET; NORTH 32'38' WEST A DISTANCE OF 116 FEET; NORTH 44°04' WEST A DISTANCE OF 34 FEET, MORE OR LESS, TO A POINT FROM WHICH THE TRUE POINT OF BEGINNING BEARS NORTH 69'38'41" EAST; THENCE LEAVING SAID TOP OF LEFT BANK NORTH 69'38'41" EAST A DISTANCE OF 225 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING; ASPH AW CB CC Co CONC CW DEC ECC Ecd EM EV GM G IP OHP OHT (P) PS (R) SSS Tcd TC/SL WM wv w ASPHALT SURFACE ASPHALT SURFACE ASPHALT SIDEWALK CATCH BASIN CONCRETE CURB SANITARY SEWER CLEANOUT CONCRETE CONCRETE SIDEWALK DECIDUOUS TREE EXTRUDED CONCRETE CURB ELECTRIC CONDUIT ELECTRIC METER ELECTRIC VAULT FIRE HYDRANT GAS METER GAS MAIN IRON PIPE METAL LUMINARE METAL POWER POLE W/ LUMINARE OVERHEAD ELECTRIC OVERHEAD TELEPHONE PAINTED UTILITY LOCATION PARKING STALL RECORD SANITARY SIDE SEWER TELEPHONE CONDUIT TRAFFIC CONTROL / SEATTLE LIGHT VAULT PAINTED TRAFFIC FLOW ARROW TRAFFIC FLOW DIRECTION TRAFFIC SIGNAL LIGHT WATER METER WATER VAULT WATER MAIN WATER VALVE YARD LIGHT FD. 2"BRASS W/PUNCH IN CONCRETE IN DN. 0.7' 02/09/15 DISC CASE HELD AS 1 /16TH CORNER WARRA REC. N Q W LLJ u O (./) C7 _ �I U Om 00 D � a = Lu UJ O p v)01 'Cr ( FD, COPPER PIN IN 2-1/2" IRON PIPE IN CASE DN. 0.5' 02/09/15 W EST V AI-I-EY NIGHw AY LJ 0 - m d z 0 0 DEED 20330 074 PP 1 '32'53"W 82.26' o_ U) 36' 0 0 R=50.00 90°00'00" L=78.54' 0 CO 0 1< Lri 92 ( �G�o v1 , EDGE OF CONC. BRIDGE d z 0 0 3'41"W 50.00' FD. TACIrt IN BRASS PIN IN CONC IN CASE DN. 0.8' 02/09/15 GREEN_ - Mo )RIVER - BRICK C 0 0 3 .1' \G- APPROXIMATE / LOCATION OF EAST LINE OF GOVERNMENT LOT 4, RECORDING NO. 76062905 50' N1A.26.29"W 0 o CO C. CURB "04' NOTE: TOP OF LEVEE FOLLOWS VERY NEAR THE PROPERTY LINE s50 S1 6 , 2 PS 118.6 BUILDING ACCES ACCESS CANOPY OWNER: CORPORATION OF CATHOLIC() ARCHBISHOP OF SEATTLE - J . ci. ADDRESS: 6847 SQU.IN-180TH ST N! TUKWILA, WA 98188 PARCEL NO.: 362304-9079 a Q 5 m 1-STORY MASONRY BUILDING BLDG. AREA:17,051 SQ.FT. PARCEL A 508'21'20"E 50.0 U Ib ACCESS 2 co m < LPING CCESS Z �o m q,2 BUILDING HEIGHT 13.e AT THIS LOCATION N' 74.0' BRICK COLUMNS (TYP.) - w 10"DON �❑ 7 COVERED WALKWAY DE018"DE GLU'TER18"DEQ CLUSTE Cl STER' 15' SIDE SETBACK LINE FD REBAR W/ CAP LEANING EAST PARCEL B: ❑ ❑ ❑ ❑ `-4"D 4'17EC/_.,CLUSTER LUST R'1= co 00 0 0 0 NO113'41 "E 255.00' ASP H a 0 SPERRY DRIVE (A PRIVATE STREET) OPT; OF LEVEE HAIN GA , >- m EW LEVEE BUFFER LINE PS 125' SETBACK LINE 200' SHORELINE SETBACK LINE 0 0 0 0 0 OWNER: CORPORATION OF CATHOLIC ARCHBISHOP OF SEATTLE ADDRESS:6845 SOUTH 180TH ST TUKWILA, WA 98188 PARCEL NO.: 362304- 9017 18"DEC,. 18°DEC,.' 2Q DEC 18"DEC 2, 4 DEC \\\\\\\\\\\\\\\\\\\\\\\\\\\\ PARCEL B AN EASEMENT FOR ROADWAY PURPOSES DESCRIBED AS FOLLOWS: 0 0 0 0 0 0 C"CC 6.7' 7 BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 36; THENCE SOUTH 0119'01" WEST ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 1,355.89 FEET; THENCE EASTERLY ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS NORTH 02'45'45" EAST HAVING A RADIUS OF 336.00 FEET, AN ARC DISTANCE OF 9.00, THROUGH A CENTRAL ANGLE OF 01'32'04" TO THE SOUTH LINE OF THE NORTH 36 FEET OF GOVERNMENT LOT 4 OF SAID SECTION 36; THENCE SOUTH 88'46'19" EAST ALONG SAID SOUTH LINE A DISTANCE OF 422.81 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG A CURVE TO THE LEFT, THE CENTER OF WHICH BEARS SOUTH 01°13'41" WEST HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET, THROUGH A CENTRAL ANGLE OF 90'00'00"; THENCE SOUTH 0113'41" WEST A DISTANCE OF 255.00 FEET; THENCE NORTH 88'46'19" WEST A DISTANCE OF 48.00 FEET; THENCE NORTH 01'13'41" EAST A DISTANCE OF 255.00 FEET; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 78.54 FEET THROUGH A CENTRAL ANGLE OF 90'00'00"; THENCE SOUTH 88°46'19" EAST A DISTANCE OF 148.00 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY FIDELITY NATIONAL TITLE INSURANCE COMPANY, COMMITMENT NO. 611043090, DATED OCTOBER 30, 2012. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. 0 T 588'46'19"E 5.42' `c' SO7'00'00"E_11 RAVEL SOLID """"YELLOW T T 00 Ca V S01'06'00"W 104.00' GRAVEL GR PSS .. FFE=29.96' i i i SOg•12 ASPHA NEW LEVEE BUFFER LINE 0"w 106.00, rn FFE=29.93' OWNER: ARCHBISHOP OF SEATTLE ADDRESS:6801 SOUTH 180TH ST TUKWILA, WA 98188 PARCEL NO.: 362304-9087 "VIETNAMESE CHURCH OF MARTYRS" C U1IUTY INFORMATION SURVEYS BY BRH 200' SHORELINE SETBACK LINE i 2 i NITY NOT TO SCALE 125' SETBACK LINE ol A 40 NEW LEVEE BUFFER LINE 0 20 40 1 inch = 40 ft. ATTACHMENT A cci 0 cn Lo 00 LU Uj Et 0 co LU co 00 0 ADDED PARCEL A AND B CALLOUTS 0 co CD OC LLJ LLJ Fr - CID 00 CJD oo 0 0 LIJ BROADERICK ARCH ING COUNTY drawn by JRM checked by TRS scale date 8/9/17 201 501 6.03 1 of 1 sheet 43 44 IN WIRTING COPYRIGHT 2:15 PM ON Friday, September 21, 2018 BY BRODERICK ARCHITECTS, ITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AR NTS A PROPRIETARY DESIGN OWNED BY THE A THIS DOCUMEN PHASE 1: LEARNING CENTER ADDITION AND PARKING LOT RENOVATION PHASE 2: PARTIAL CHURCH DEMOLITION AND 2 STORY CONSTRUCTION PHASE 3: INTERIOR RENOVATION TO REMAINDER OF CHURCH PHASE DIAGRAMS 0 Q 5 w 0 w= 1-o V)1 2O 0a co 1— a �w U 0 w a y T�- i 1 T i / EDGEOF COW; BRIDGE CONC. RE? BRICK COLUMNS (TYP REMOVE TREE FOR PEDESTRIAN ACCESS EXISTING BUILDING TO REMAINF FOR LEARNING CENTER Nis 10" 1 18" CON 1 1 PARKING LOT EXTENSION TO COVER PART OF EXISTING ACCESS ROAD 5-24"CED \G� ................... 1 RELOCATE 1 •-------•— ---•--- -- CHI NGATE F-. `.." __'-_—•__�,; �.'..•`��.... —•% REMOVE EXISTING REMOVE EXISTING �� 1 -- #1 - 6" DEC. •1 9 DECIDUOUS TREE `:: GAZEBO FOR PARKING 1 1 �1 \ \ FOR PARKING LOT EXPANSION �.. LOT EXPANSION {•""-� �'''r 1 m 'wf�t \\ \ \ \\ + ." DEC -REMOVE BASKETBALL 1ie 1 ,w.�� \\ \\ s e 1� HOOP FOR PARKING r 1 / wow % vv vv v% • NEW LEVEE ( LOT EXPANSION -, 't,, I w•� f� \\ BUFFER LINE% . 1 ..`�� 1 ... NEW L VEE «e%• \\ \\ ` \ \ 1 I BUFFE LINE _1 \ \ \ ` 1 'G P I. ETBAGK LINE �t \ \ \ \ ` ` \ •� G ' 4. EXISTING GRAVEL PATH TO BE REMOVED of $ % \\ `\ \\ ; \\ %\� ' + .' \\ FOR PARKING LOT EXPANSION �• $ % ; \ \ \ \ ��'' \2° + ! \ 1 EASEMENT TO BE I,�s • �\ Zj� \ \ k�' \ ��t \ \ \ NG \ I.1 RELOCATED ` \ \ \ \ \ \ \ \ \ 4 ---- � '\ `\ RESTRIPE PARKING LOT \\ ` '�i `�' �` i•._ -- ` \ \ \ \ .Y' \ \ \ \ aln� `.. REMOVE EXISTING CONCRETE I it \ \ \ \ JI' \ \ \ \ `` .� SLAB FOR PARKING LOT EXPANSION �,7a ! \ �Y' \ \ \ \ ��� �� -- A w ---- `�k' \\ \ \\ `REMOVE CURB AND LAMP `.. .... .' �.• \ _ �!m\y \ \� FOR DRIVE AISLE `.. s� ' \\ w —_-- i4 .` `%. vv _—_— RESTRIPE PARKING LOT ',�`... ��• .0s%'i REMOVE PART OF EXISTING ` i� 'I'''. ' ' t — \ % '`� %`� .'' CONCRETE CURB FOR i co ---- �` .`.�`, �`. NEW COVERED PARKING ENTRANCE \ i --- V • `, REMOVE CURB FOR DRIVE AISLE ; i I %.--• \ REMOVE PARKING STALLS \ ` i r _ _ _ _� FOR DRIVE AISLE v I �� \ \ j EXISTING COVERED WALKWAY �- — — i�, i' Y J\� NORTH PART OF EXISTING �Rv \\\ BUILDING TO BE DEMOLISHED \ j (ROOF, COLUMNS AND WALKWAY) K .8 TO BE DEMOLISHED FOR NEW �a \a'OI� \\�\ FOR CHURCH EXPANSION �\ ADDITION% .//' \ \ i /. • i L_:___ PARKING STALLS TO BE ELIMINATED `'�J — \\ j r----- 1 Ir6'G� v �v v i REMOVE (2) TREES FOR NEW ADDITION ' 1/ �\ REMOVE (6) CHERRY TREES IN �i\ ,"".\ e� \ THIS AREA FOR NEW CHURCH ...� \ #4-16"FIR — 'J — —4 —I — — — — } — — — — — , j � / ''t i \ b 1 \ REMOVE EXISTING CANOPY ' A ��•� �.. \\ AND WALKWAY `\ ____ _______-.,r��::-1- __ #2 - 8" CHERRY RELOCATE TRANSFORMERS •--•-------_L_--�--' �""—"- "— \ FOR NEW COVERED PARKING ENTRANCE i REMOVE PART OF EXISTING CONCRETE r��'•� r SPERRY DRIVE (A PRIVATE STREET) EXISTING BUILDING DEMOLITION LEGEND - - TO BE DEMOLISHED TO REMAIN s A 9- Xe• TREE TO BE DEMO'D T T TREE TO REMAIN DEMOLITION NOTE DEMOLITION NOTE v MH RIM-29 34 CURB FOR NEW PARKING LOT ENTRANCE N SITE PLAN -EXISTING & DEMOLITION 1" =40' #3 - 18" CONF. REMOVE (3) PARKING STALLS FOR NEW RAMP 200' SHORELINE SETBACK LINE RELOCATE EXISTING STREETLIGHT ELIMINATE (6) PARKING STALLS FOR NEW COVERED PARKING ENTRANCE REMOVE (1) CONIFEROUS TREE FOR NEW CHURCH 125' SETBACK LINE % @e NEW LEVEE: BUFFER LINE!' EXHIBIT 'C' - 10/10/18 TREES TO BE REMOVED IN SHORELINE ATTACHMENT A 4532 REGISTERED ARCHITECT I ■ LEARNING CENTER ADDITION AND CHURCH EXPANSION 6801 S. 180TH STREET • TU KWI LA, WA 98188 VIETNAMESE MARTYRS PARISI 1 ■ 1 . Pin Plot Date: 9/21/18 Erik New_Vietnamese_ Martyrs_ Master_ Plan_ AC_21 pin BRODERICK ARCI ■ NO. DATE DESCRIPTION REVISED DRAWINGS N ■ 1 SITE PLAN - EXISTING AND DEMOLITION 4/2/18 A3 45 46 YRIGHT © 10:35 AM ON Monday, October 15, 2018 BY BRODERICK ARCHITECTS, PLLC OJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING CO NTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OT THIS DOCUMENT REPRE PARKING REQUIREMENTS 18.28.260 PARKING REQUIREMENTS FOR RELIGIOUS FACILITIES PER TABLE 18-5, 18-7 • 1 Parking stall per 4 fixed seats • 1 bicycle space per 50 parking stalls PARKING REQUIREMENTS FOR HIGH SCHOOLS PER TABLE 18-5, 18-7 • 1 Parking stall for each staff member plus 2 for every 5 students or visitors • 1 bicycle space per 50 parking stalls PARKING REQUIREMENTS FOR ELEMENTARY & JUNIOR HIGH SCHOOLS PER TABLE 18-5, 18-7 • 1.5 Parking stalls for each staff member • 1 bicycle space per classroom Maximum of 30% of total off-street parking may be designed for compact cars The Director can modify the number of required parking stalls as a Type 2 Decision if the use is not specifically mentioned in tables 18-5, 18-7 A reduction in minimum parking requirements may be requested per TMC 18.56.140 "Administrative Variance from Parking Standards" - up to 10% reduction would be administrative — over 10% would require a hearing See figure 18-6 for parking stall dimensions Maximum slope of parking spaces 5% Maximum slope of entrance/exit driveways 15% Wheel stops required at periphery of lot Walkways in lots are required if there are sidewalks adjacent to the lots Lighting is required in parking lots for security and safety (light levels, number/location of poles not specified) A B C D E F Parking Angle Stall Width Stall Depth Aisle Width Curb Length Unit Width 1-way traffic 2-way traffic 1-way traffic 2-way traffic 0° 8.5 8.5 12 20 23 29 37 30° 8* 15* 11 20 16* 41* 54* 60° 8* 8.5 18* 21 17.5* 17.5 20 20 9.2* 9.8 53.5 59.5 56* 62 90° 8* 8.5 9 16* 19 19 24 24 23 25 25 24 8* 8.5 9 56* 62 61 57* 63 62 *These figures are for use with compact cars on y. Any bays that contain combined compact and normal spaces shall be designed for normal spaces. Curb Length (E) Aisle f stall width or depth (B or C) Aisle or Street \ Stall Depth Perpendicular to Aisle (Cl Curb Length (E) I is SIDEWALK WIDTHS Unit Width (F) Angled Parking MINOR ARTERIAL* PRINICIPAL ARTERIAL* TUKWILA URBAN CENTER (SEE NOTE 1) 5' 6' 6' Parallel Parking ti ti 4 EDGE OF COW 6WDGE BRICK COLUMNS(T 66: • PROP LINE CANOPY S1°13'41"W 50 00' SETBACK LIr4 T▪ RASH/RECYCLING 018.6` PHASE 1 1 LEARNING CENTER ADDITION, PARKING LOT AND LANDSCAPING LEARNING CENTER BUILDING OUTLINE OF PROPOSED BLDG EXISTING BUILDING (DASHED LINE) 4111141111111111111111110 15' SIDE SPERRY DRIVE (A PRIVATE STREET) EXISTING BUILDING SITE PLAN NOTES I ▪ PHASE 1 - LEARNING CENTER ADDITION, PARKING LOT AND LANDSCAPING Avork ✓ I —� PHASE 2 - DEMOLITION OF EXISTING, NEW ' CHURCH WITH OFFICES OVER COVERED PARKING ▪ — r-7 I I PHASE 3 - RENOVATION OF EXISTING HALL AND CAFETERIA ▪ — d NEW LANDSCAPING - SEE: LANDSCAPE PLAN SITE PLAN TOP trip F'1.EVEE TRANSFORMERS TO REMAIN PROPOSED STRIPING AND BOLLARDS FOR PEDESTRIAN CIRCULATION NOTE: FUTURE EASEMENT FOR LEVEE MAINTENANCE TO BE PROVIDED THIS AREA 0' J, LEVEE PROTECION EASEMENT NO. 20101004002883 SMALL MONUMENT SIGN 1" = 40' <oe NOTE: SEE A5 LANDSCAPING PLAN FOR PARKING SPACE AND AISLE DIMENSIONS, NUMBER OF PARKING STALLS, AREA OF PERVIOUS PAVEMENT, AND ADDITIONAL INFORMATION. 0LGATION TANK '1 06100 PLATFORM NEW LEVEE BUFFER ` PHASE 21 PHASE 3 f y DEMOLITION OF EXISTING, NEW CHURCH WITH RENOVATION OF EXISTING HALL \ OFFICES OVER COVERED PARKING X AND CAFETERIA ‘ ELECTRIC CAR CHARGING (2 STALLS) ` \‘ OUTLINE OF X PROPOSED BLDG ` EXISTING BUILDING (DASHED LINE) X X PROPOSED LOCATION OF NEW HYDRANT BICYCLE PARKING (12 STALLS) HARDSCAPING AND LANDSCAPING y5.1-ANPEt CONCRETE ...OR PAVERS IN FRONT IV STEPS (SIMILARAThLEARNING CENTER EN2ANCE) 200' SHORELINE SETBACK LINE 125' SETBACK LINE o1 TRASH/RECYCLING ENCLOSURE EXISTING TREES', TO REMAIN, EXTENSION TO PAVED' ' ACCESS ROAD. ACCESS ROAD SHALL BE MIN. '12'- WIDE' ADDITIONAL EVERGREEN, TREES PROVIDED TO MEET PERIMETER ITREE REQ'MT' NEWLEVEE" BUFFER LINE � _._...._..._ 100 YEAR FLOOD PLAIN ELEVATION PARKING REQUIREMENT MATRIX A PARKING REQ'D WEEKDAY -MORNINGS WEEKDAY -AFTERNOON WEEKDAY -NIGHTS WEEKEND WEEKEND MASS ATTACHMENT PARKING RATIO SIZE USE LEARNING CENTER CLASSROOMS 1.5 / STAFF MEMBER 20 CLASSROOMS 35 X X LEARING CENTER KITCHEN & RECEPTION 1/PERSON (# OCC. FROM IBC 1004.1.2) KITCHEN 909 SF, RECEPTION 6 X X CHURCH AUDITORIUM 1/100 SF 18,132 SF 182 X X CHURCH CAFETERIA 1/100 SF 6,040 SF 61 X X CHURCH KITCHEN 1/PERSON (# OCC. FROM IBC 1004.1.2) 3,160 SF 16 X X X X CHURCH SANCTUARY 1/4 FIXED SEATS 1,318 FIXED SEATS 330 X CHURCH CHAPEL 1/4 FIXED SEATS 160 FIXED SEATS 40 X CHURCH CLASSROOMS 1.5 / STAFF MEMBER 6 CLASSROOMS 9 X X CHURCH OFFICES 3/1,000 SF 3,667 SF 11 X X X X TOTAL 27 27 320 320 370 !"#$%&'($)*+,$-1,0+12'3"4'567'8+2*,$'9:;<'$_>$.#'0+#>?$1'./, 0+12'@/%$-'"1'1*4@$"'3-»*./1#%'/%'-$#$,4+1$-'@A'BC7'9DDEFFFG Inns,,,,,,C+>A>H$'./,0+12'%./>$%'#,,,@$' „1+-$-&'9G (*E) Electric vehicle charging stations to be provided: 2 370 STALLS REQUIRED (486 STALLS PROPOSED) I ■ LEARNING CENTER ADDITION AND CHURCH EXPANSION 6801 S. 180TH STREET • TU KWI LA, WA 98188 VIETNAMESE MARTYRS PARISI I ■ 1 #PIn Plot Date: 10/15118 Sean Hill New_Vietnamese_ Martyrs_ Master_Plan_AC_21.pIn BRODERICK ARCI I ■ NO. DATE DESCRIPTION REVISED DRAWINGS TRASH/RECYCLING ENCLOSURES ADDED �N N O I ■ I ■ 1 SITE PLAN - 4/2/18 A4 PROPOSED 47 48 IN WIRTING COPYRIGHT 2:15 PM ON Friday, September 21, 2018 BY BRODERICK ARCHITECTS, ITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AR NTS A PROPRIETARY DESIGN OWNED BY THE A THIS DOCUMEN LUMINAIRE TYPE SL1 (SL2 SIMILAR) Sp ecifi cations 1111 E P A : Length: 5 W idth: H e i g h i W e ig h t (m a n ): 36 Ibs D -Series Size 2 LED A re a L u m in a ire NIGHTTIME FRIENDLY W �ightmg facts LUMINAIRE TYPE W1 d"series Specifications L u o in W id t h: D e p t h: H e ig h t: 18-1/2" W eight: 21 lb 1 7-1/8 " D -Series Size 2 LED W all L u m in a ire NIGHTTIME facts FRIENDLY Back Box (B B W) W id the D e p t h: H eight: W 5-1/2" 89W 1 lb W eight: 1 - 1 / 2 " 11 LIGHTING LEGEND SYMBOL LABEL QTY. ARRANGEMENT DESCRIPTION W1 27 SINGLE ACUITY DSXW2 LED 20C 700 40K T3M MVOLT 0 SL1 2 SINGLE ACUITY DSX2 LED P1 40K T3M MVOLT 0 SL2 3 BACK -BACK ACUITY DSX2 LED P1 40K T3M MVOLT 0 SL1-H 3 SINGLE DSX2 LED P1 40K T3M MVOLT HS 0 SL1-5 1 SINGLE DSX2 LED P1 40K T5M MVOLT NOTE: MH = MOUNTING HEIGHT CALCULATION SUMMARY LABEL CALCTYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN BUFFER ILLUMINANCE Fc 0.63 1.4 0.1 6.30 14.00 PARKING ILLUMINANCE Fc 2.07 6.7 0.3 6.90 22.33 RIVER ILLUMINANCE Fc 0.00 0.0 0.0 N.A. N.A. 0.0 0 0 W I---- MH: 10 WALL PACK LIGHT AT 10'-0" ABOVE GRADE TYPICAL LEARNING CENTER WW1 W1 MH: 10 1.5 1:'4' 0 9 �Q • 0. 9 0 .9 0. 9 0. •.+ 0. 1 8--- 0.8 +0.7 3 `1. .9 +1.8 +1.6 ..... �2,.10.. 2.2 2.0 ,3 2.4 2.1 +2 . 6 2. 0 ,. .3 2 . 6 2 .1 2 . 5 2 . 0 ...:...... 2.0 0...: 1.9 +1.7 1.4 +1.6 1. 9 1.7 1.5 3.2 L1-H MH: 20 4 . 4 +4 . 0 +3 . 7 , 2 .4 3.2 3.5 3.• 4.4 2.7 :.�"0 6 1. 3 b 6.... 1.5 .9 +2.1 7.8 1.8 1.7 +1.4 1.0 2.0 2. 2.1 2.2 2.6 2.1 2.3 7...<0..4......0.5- +0.6 +0.8 NO WORK THIS AREA - NO WORK THIS AREA" 3. 6 3. 4 •T 2. 9 2 . 6 2. ®• l :1'�t%2'�•�io 2.2 2.7 2.3.3 2 CHURCH ..6 3.0 3.1 3.1 2.6 2.2 2.6 +0 . 9 +0 . ' +0 . 7 +0 . 8 n 2 1. 0 +1 1. • r� r WALL PACK LIGHT AT 12'-0" ABOVE .00 GRADE TYPICAL W1 MH:,„ 1.2' UMINAIRE PLAN 1" = 40' ATTACHMENT A - Id Fh N= 0= re a wa m� o Z 0 W W ~ Y H L, en I ■ 6801 S. 180TH STREET • TU KWI LA, WA 98188 )NDITIONAL USE PEI NAMESE MAI CENTER ADDITION , I ■ 1 #Pln Plot Date: 9/21/18 Erik New_Vietnamese_Martyrs_Master_Plan_AC_21_pin BRODERICK ARCI 55 S. ATLANTIC STREET, SUITE #301 SEATTLE, WASHINGTON 98134 I ■ NO. DATE DESCRIPTION REVISED DRAWINGS co ui N oi I ■ I ■ 1 LUMINAIRE 4/2/18 A4.1 PLAN 49 50 YRIGHT © 10:30 AM ON Monday, October 15, 2018 BY BRODERICK ARCHITECTS, PLLC OJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGEMENT IN WIRTING CO NTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OT THIS DOCUMENT REPRE LANDSCAPING REQUIREMENTS 18.28.240 (item in italics pertain to shoreline jurisdiction) LANDSCAPING AT PERIMETER OF PARKING LOT • 5 Foot setback at perimeter of parking lot • 1 evergreen shrub per 4 linear feet of property line • Groundcover to cover 100% within 3 years (see planting details) • 1 tree every 20 lineal feet LANDSCAPING AT INTERIOR OF PARKING LOT • Lots adjacent to public streets require 20 SF of landscaping per stall • Lots located behind buildings or screened from streets/public spaces require 10 SF per stall • Landscaped islands must be minimum 6 Feet wide and 100 SF • Landscaped islands required at end of each parking row • 1 large -canopy tree or 2 medium -canopy trees per 100 SF of island, groundcover required • 10 SF of interior landscaping per 300 SF of paved surface • Landscaped Islands separated by no more than 150 Feet between islands Note: 1 parking stall equals approximately 162 SF (8.5x19) LANDSCAPE TOTAL AREAS (SEE LANDSCAPE SCHEDULE FOR OTHERS): TOTAL AREA OF PAVING IN WORK AREAS: 95,974 SF TOTAL AREA OF ISLAND LANDSCAPING IN WORK AREAS: 4,447 SF A. TREES TO BE REMOVED IN SHORELINE AREA TREE SPECIES SIZE OF TREE TO BE REMOVED NO. OF REPLACEMENT TREES REQUIRED DECIDUOUS CHERRY DOUGLAS FIR DOUGLAS FIR CEDAR 6" 8" 18" 16" 24" 3 4 6 6 8 SUB -TOTAL 27 B. TREES TO BE REMOVED OUTSIDE SHORELINE AREA. TREE SPECIES SIZE OF TREE TO BE REMOVED NO. OF REPLACEMENT TREES REQUIRED CHERRY CHERRY CHERRY CHERRY CHERRY DECIDUOUS PINE 8" 10" 12" 16" 18" 10" 18" 1 1 1 1 1 1 1 SUB -TOTAL 7 TOTAL NUMBER OF REPLACEMENT TREES REQUIRED : 34 NOTE: Replacement tree calculations based on Table 4 Tree Replacement Requirements SMP 9-10 C and the Tukwila Municipal Code 18.28.24 Tree Replacement TREE & VEGETATION PROTECTION TREE PROTECTION FENCING 1. MUST BE INSTALLED PRIOR TO DEMOLITION OR GROUND DISTURBANCE 2. KEPT IN PLACE FOR THE DURATION OF CONSTRUCTION 3. NO SOIL DISTURBANCE OR ACTIVITY ALLOWED WITHIN FENCED AREA, SUCH AS MATERIAL STORAGE/STOCKPILING, PARKING, EXCAVATION, DUMPING, OR WASHING 4. MODIFICATIONS OF THESE REQUIREMENTS BY APPROVAL OF DPD PLANNER ONLY 5. IF ROOTS GREATER THAN 2 INCH FOUND OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST z 6. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO `? PROTECT FEEDER ROOTS VEGETATION PROTECTION 1. MINIMIZE CONSTRUCTION ZONE 2. PROTECT VEGETATION OUTSIDE CONSTRUCTION ZONE WITH FENCING AS SHOWN 3. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO PROTECT FEEDER ROOTS CANOPY DRIP LINE DEFINES TREE & VEGETATION PROTECTION AREA ORANGE MESH OR CHAIN LINK FENCE TREE & VEGETATION FENCING AROUND ENTIRE DRIP LINE ON PERMIT SITE. ALTERNATIVE TREE PROTECTION, IF APPROVED BY DPD, AS SHOWN ON SITE PLAN a —0 wI w= er CO Ce — oom 0 1—'w CO 0 0 :,i 13R 22 27 07 LANDSCAPE SCHEDULE -corNcara :MILRas' 1,47AN'AY arks GRAINS 7NP PROP. LINE NO WORK CANOPY GREEN RIVER J NO WORK TRASH/RECYCLING ENCLOSURE ;.N6 252PS LEARNING CENTER BUILDING OUTLINE OF PROPOSED BLDG SPERRY DRIVE (A PRIVATE STREET) EXISTING BUILDING REGION SYMBOL LANDSCAPE/ TREE TYPE ID QTYI# DESCRIPTION AREA REQ'D #IAREA PERIMETER �f 0 NEW EVERGREEN TREE PERIMETER EP # 21 FIR, CEDAR N/A 27 TREES EXSTG EVERGREEN TREE PERIMETER N/A 3 N/A N/A N/A NEW SHRUBS & GROUNDCOVER PERIMETER N/A N/A DECIDUOUS & EVERGREEN 4,231.18 2,650 SF w c o cc ce 11, V, EXSTG DECIDUOUS TREE -ALONG SPERRY DRIVE N/A 5 N/A N/A N/A NEW SHRUBS & GROUNDCOVER SPERRY DRIVE N/A N/A DECIDUOUS & EVERGREEN 1,618.33 1,260 SF BETWEEN LEARNING CENTER & CHURCH 0 NEW DECIDUOUS TREE - B/W LEARNING CENTER & CHURCH DL-# 38 MAPLE, CHERRY, FLOWERING PEAR, DOGWOOD N/A 19 TREES EXSTG EVERGRN TREE B/W LEARNING CTR & CHURCH N/A 2 N/A N/A N/A ISLAND B/W LEARNING CENTER & CHURCH N/A 19 DECIDUOUS & EVERGREEN 2,480.11 1,900 SF ®LANDSCAPE BETWEEN CHURCH & RIVER 0 NEW DECIDUOUS TREE - B/W CHURCH & RIVER DR-# 13 MAPLE, CHERRY, FLOWERING PEAR, DOGWOOD N/A 10 TREES ISLAND B/W CHURCH & RIVER N/A 13 DECIDUOUS & EVERGREEN 1,955.03 1,000 SF ®LANDSCAPE ADD'TL NEW LANDSCAPE 0 NEW EVERGREEN TREE ADDITIONAL EA-# 7 FIR, PINE, CEDAR N/A *MEETS PRMTR TREE REQ'T NEW SHRUBS & GROUNDCOVER ADDITIONAL INTERIOR N/A N/A DECIDUOUS & EVERGREEN 6,198.40 ADDITIONAL TO REQ'TS ADD'TL EXSTG LANDSCAPE EXISTING DECIDUOUS TREE N/A 21 N/A N/A N/A EXISTING EVERGREEN TREE N/A 7 N/A N/A N/A ADD'TL LANDSCAPE ELEMENTS PERVIOUS PAVING N/A N/A PEDESTRIAN PATHWAYS & PLAZAS ± 12,000 N/A LUMINAIRE - POLE LIGHT N/A 9 LIGHTING FOR PARKING LOT AND WALKWAYS NIA N/A TOP OF BANK ± (35) 100 YEAR FLOOD ELEVATION ± (30.59) OHWM/TOE ± (8) SEE PLAN FOR LEVEE SETBACK LINES ACCESS FOR LE\ E MAINTENANCE 17PS 256 t 160' AISLE 21.0' VAN AISLE 20.5 PARKING STALL SCHEDULE STALL TYPE QUANTITY COMPACT COVERED 53 COMPACT SURFACE 88 EXISTING SURFACE 172 REGULAR COVERED 52 REGULAR SURFACE 121 TOTAL NUMBER OF STALLS 486 (172 EXISTING STALLS) ( 314 NEW STALLS) (141 COMPACT STALLS = 29% OF TOTAL) (15 ACCESSIBLE STALLS PROVIDED) ( 370 STALLS REQUIRED. SEE: PARKING REQUIREMENTS MATRIX ON SHEETA4) ACCESS FOR LEVEE MAINTENANCE 110'-0" TYP ROW TYP ROW NOTE: FUTURE EASEMENT FOR LEVEE MAINTENANCE TO BE PROVIDED THIS AREA TOP OF STEEPLE 45'-0" TOP OF ROOF AISLE LEVEE PROTEN EASEMENT 001f_��-tt.,��. NO WORK Cc} IOR=TEN ON C.LL ELECTRIC CAR CHARGING (2 STALLS) OUTLINE OF PROPOSED BLDG BICYCLE PARKING (12 STALLS) PLANTING BED WITH ORNAMENTAL TREES STAMPED CONCRETE (RED BRICK ) TYPICAL IN FRONT OF CHURCH STATUARY OR FOUNTAIN WITH ROSE/FLOWER/HERB PLANTING BED TOE OF LE4JEE 7 P5 ICI CHURCH BUILDING C.L. OF CHURCH DOME PROPOSED CHURCH SEE PLAN FOR LEVEE SETBACK LINES PROPOSED LOCATION OF NEW HYDRANT NO WORK PROPERTY LINE OHWM/TOE GREEN RIVER N� GREEN RIVER J EXISTING TR ES TO REMAIN EXTEtSIION TO 'AVER ACCES ROAD. •,CESS ROAD SkIALL BE N. 12'-0" WIDE \\ AD TR PER TIONALIEVERG PRO\' IDED T ETERTREE 9 LANDSCAPE PLAN A5 LANDWARD TOE = 40' ATTACHMENT A .851 MEET Q'MT SITE SECTION EAST -WEST = 40' TOP OF BANK ± (35) 100 YEAR FLOOD ELEVATION ± (30.59) —OHWM/TOE ± (8) I ■ LEARNING CENTER ADDITION AND CHURCH EXPANSION 6801 S. 180TH STREET • TU KWI LA, WA 98188 VIETNAMESE MARTYRS PARISI ■ 1 #PIn Plot Date: 10/15/18 Sean Hill New_Vietnamese_ Martyrs_ Master_Plan_AC_21.pIn BRODERICK ARCI NO. DATE DESCRIPTION REVISED DRAWINGS TRASH/RECYCLING ENCLOSURES ADDED N � N ■ ■ 1 LANDSCAPE PLAN 4/2/18 A5 51 52 LANDSCAPING RE U REMENTS 18,28,240 rnu t..7•1CS Pert rhrt tc ,4,4relint3)(4.54;mr,t343„ LANDSCAPING AT PERIN/1E1ER OF PARKING LO1 • S Foot setback at perimeter of parking lot • 1 rt!. cLer. shrub ftsr 4 Impor Foot cif pro pkEr IN in • Groundc c,& to co.,4;:l 100TE" smthin 2vears see pItti drstaTI, • 1 [Nre.5 every 14t: 0 r LANDSCAPING AT NTERR2R OF PARKING LOT • Lots adjacent to public streets require 20 SF of landscaping per stall • Lots located behind buildingsorscreened from streets/public spaces require 10 SF per stall • Lon,:ist:Lipso NI ndF,mit be mirru r.5 L ec VI t.1 F4 and 10t) 1.1 • Lintiscdpcql rslonliF requtred t"Jt ,and ot ;Rich p I-ong row • 1 largo camp.' trec. IF mudiurr canopy tree.. po 1.00 oF Lind, gruont-Nosso G.Limreri • .1(; iI t2,.n;erft„)(' NIS 444. .7 [7? per 300 Si, of p 054 et5: s U.r1.74 Cif' • r,C1 COp er7 ,41440-455 47t4407' t.r. V 00 More r it44,40 15o ; cr L.:tweet. 0075 in 1 par kiry stall equals tippr r„.X If 45,:itt,41., ("12 ,44‘ 191 LANDSCAPE TOTAL AREAS (SEE LANDSCAPE SCHEDULE FOR OTHERS). TOTAL 'AREA OF PAVING IN 'WORK AREAS: 95,974 SF TOTAL AREA OF ISLAND LANDSCAPING IN WORK AREAS 4.447 SF A, TREES TO BE REMOVED IN SHORELINE AREA TREE SPECIES SIZE OF TREE 10 BE NO, OF REPLACEMENT TREES REQUIRED REMOVED 13 16' 14" 8, TREES TO BE REMOVED OUTSIDE I REE SPECIES CHERRY ":" L.R.i 12 11 5FERRy DEC:In:JOS PINts. 4 SUB -TOTAL 25 °RELINE AREA. SIZE OF TREE TO BE REMOVED `f 2' 16' 13 NO OF REPLACEMENT TREES REQUIRED SUS -TOTAL 7 TOTAL NUMBER OF REPLACEMENT TREES REQUIRED: 32 N i'3'444t444,5444f54.35it N144.. 1.i13J.11411444 S44-4 5 5 Table 4 Tree Replacement Requirements SfitP 1.10 C 31.11. Municipal Cede 18,25.24 Tree Replacement REE & VEGETATION PROTECTION R PRO inN N C I t4, N,TuST. EEL IN.STALLE L3 PRIOR 413 12EV41,411KI12 012 Lt3,03 iS E4444,if.41L7 2 EP iN 13i1212E4 13513 741E 12JR;4,7012 124 111242111312 3 NO 12.13.:01.33.1L131211212E OH A (7 70,,, " ALLOWED Wi THIN FP NCLI4 45411r ,St), A S $44.,'/ERTA,..S ELVA:, LEECR15I5P :444 cd N E ION VE'i "'SR 0130TI tF•G $ MORO' ICA", ONNS OE STE SIT RLF.DI_NREENT pp 130 7,444L OF 121213 .11,4 1213r4‘ (31213 5 if ROO'S 3P,i."4„TE4t 13513122 12121212211 00 7/. IDE.: '„NF r E N PR 'Er E " HAN FT Ex:0104"A' ION ANr11NE's': LS SA 0'01 *..4...E412111,YNt.134 i3ELP N4'13151 6 1.434.11 INCHES OR L4PF ,E4' 1.117.r3 11121212(2 SCE: 41) 41,;`„E„..N,F, 0 PRC F E4LR ROO'S Vi333,,E7703r3.NN 13071123}.0N,! %,NINi4411L31,4 r„'„1N'.344'44431'33. (211312 21.413 2 1212013121311212(311330101211)1141213111131212 C, zr--„N vvr„, FLINEERNG/\S SMON4E+54 00- 3 4,i0,31S Cf3EpE t44 '1200 oho, t.s4„4,3t1. 115421311212.111351121213513) 1214ERE.N.,7 ELLEDER ROTS 1.551g0.35 LIFO' ELT' NES 3F4E313 VE, GI 7.7,7 7N ORO re,: 310 N' Ain't' L14 i "„, „ 'It aPsINEN..E. 11312 HAN Loo, 012114(23 _ s 13111211203121251'4012 LNEIRE L'ERIP LINE. ;INN Srf: 44 L. 44 e.T=', i,74C,4fi TR EL PR:011"."1",)N TLPRRENRIEEl BY DPEI, 44.1 i**47,V,1,1 1312 SI ; PEDESTRIAN ACCESS NOT PROPOSED AT THIS LOCATION LANDSCAPE SCHEDULE REGION1 SYMBOL ';x: -t1 te 4, r Ktsagii,kft' Aaxtutv* 13 1211241241251 „,,4" 12 '...34REEN 12M:43 - 0.4,4•0.5""" ...4444 „,,,544,435 74'4, ,PEDIFENTRANi4k&E,'SS TT; TAN 47. NTT AkEERK 44" LEAR BUIL e*, PROPOSED EASEMENT FOR PEDESTRIAN ACCESS TO SHORELINE TRAIL LANDSCAPE,' TREE TYPE NE.04 LEVER REL N11 REF-. EH /1' "S" 1 13411 4121243113 1212 „"3 "REEL' uLRINE LE PROPOSED SIGN TO SHORELINE TRAIL D I Y4' DESCRIPTION 1l4.e 51t-Lc 'ER 51, 113121112 DR KE PR IN/AT E SF iR.F.„1, * 11 HETI D ,AR EA EALR EVERGRLTSN REF., N A ;417. E NEP/ 350113LES INFL'SOV ER N IN A 01:4"Z 556'4311303 12.1.10140 Ku\ ST'Efti." DRIVE ra SfiR,„..16„i,3, 3s' (34;4'44)414-04.7,,'.),4ic,„7 N,A N EFPFERRN" 0,13.1 5430 LE.ARNH3 0144iN E4 E,S3(4,31:-644N 35454 LE4V44NiNC, 1,43-t' CHUP04-i N D SCA; E Si.14 NO L34 01 1 .44 LLARNINS; E."" 01-fthei4,344 4.4500 D4441111irws (4,,f1;3. 41131 .„tii..h4,„rt „!.t. Rivf,444 iSLANit„; 6.125 "ELI LJR,C. RIVER NEAN' T 5ER 14.44;EL 7 4**34121211., 4413'12 013t.114003.245E45' 044 LC DUOL.4, 12 1212121241110(243 N4„'N 12411102120121212 E.' 43ER ',...44'3214 531 4. 1.1.3d ‘`,3i' 4 L.43 419 2 13 MAt,' 012E21112L'aVie't R I t‘.3 N 12 "„): EN 'SO; ENS):.) ',"4 'REES Ne4'3 N 'A 443 1 11.113'1.:IDUCIS12731512 .4' 41 ERR?, JOE P.I6 N'd A 44e435(211 PEAR (3513(11(20(23.4 L. V.3 iit3141L-E5Ni 13122., 1 137.0 :Sr 1,,9EE' ZFLR,N,' 7 R L1,; T ; RE3C/i ` !\l'A 4) ‘4117.1.0. 7 !"4 E.< FS' 7 NCI. 0312412iU0J12 13335 4343 212N4A 'ERIS; 13F",444112E134 41144141 F„,„,A : L012 ITERVI DLLs 1212131241 ..„'5100144141:, .31.451. Of 'DARR s, S:- 13 t 440,31LX *t PEDE12312iAN P7. \50,vtS ELRERS sIGH IN 13 P.J.Ndi1%Li - &. I *..4J 4,.44.„) 3'2,4 el 04 133 ,1312 1212 /...13 41% 54.44.B177' 110),1!\ME SETLN,ING,,IN1111 F5S. FOR tiNJ4-413i3111414.:1T 0,1110'4; ' 4140, ataift4f, $14WAN. 4*4 ' 1.414 'A TT .544.114,1* „g4,5,V„," 145.451 *SC „5 44,54. 115,104* 41.0447,' "Vidtalitivir PROPOSED SIGN SIGN TO SHORELINE TRAIL 4'35.16. 1 i5434 3133.13' 4443,44 STA-E, 345 12541321 3444.3131 Lc' 737,40, ' ',I 10/S :131/4...43'341,543.34411:3 0.313131312. 13E12 3212 444444 154'14' 14 4,4435LL.4.1144 r34 33,10 ,43 .35 '34-4.43 I 144 1112 4\ 3311ESS FOR „Ev; '121 31,4"5 %IAN' EN4AN*3 " ms" 004 453 " Mr' 331 3TEE'c'„ TKa 111\e-5,5 44 /77 .4 44 43 713, 1321133 41513ENIEN4T / 4„0,4 f" '151, N.11 t144 77 51,*,,,,r,E 44 73 3313 z''';',..f..3.40; 13 245 ! ARC", 133: -1r e**,L.':',1" LEVEL PRCFIES`FON EASEMENT NO, 20TOTAXMOTI 13) 940 5112(2-4 47. se,45,iNitc,555.*ITTIANT. NNI,M30",M.11"trNs*“„ 13321 rq ELLARONST E 74'400 ,S" 47," Esr ,ERRRETSFEEI 140,',X4 BIS; ITAPKINS4* E5,132 44131$2I120 RED RNAME41 41113. TRE.EE 12141.414' 03.1113ACTE 4E31241351, .N4 7 5Z 0747 331 TA 44 „ „ „, ‘'',1t7 4i re40',3;" 43. 00044 '4: '4,2 1313413112.34 (1311) TA: 047 REVErcHR, i":3S" EITLEN .43t.TRES I /33-- RNer., .f.4 14143121 NG 44)BY, „414,44,0444 4..04 41" 430221044/..,'EvERc..S13EN P13012401171 10 WEI Pt:RIME:TEA E (-1' EXHIBIT 'D' - 10/11/18 PEDESTRIAN ACCESS 4.4744 '64;4, 0 Ccr ATTACHMENT A TE SECTION EAST -WEST ,T 'ET" FER,Ns NEE %OA 1-1212 .41 206.682 .7525 LANDSCAPE PLAN 4/2/18 A5 1-410154E, Ji13N3S014.4. 4012 513124..AN CR .3'4:E 512211144:1401241111 7 .4445V4` 4,Zi.N1 E 44, t."44,344.5tr%„3, E LERFORIE"..15,1L „Aff"..",,,t,tt'SSF,ElN ""SEE TsAN PER L'/FEE EL TBAS;F.,.,'45$ 53 54 IN WIRTING COPYRIGHT 2:15 PM ON Friday, September 21, 2018 BY BRODERICK ARCHITECTS, ITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR AR NTS A PROPRIETARY DESIGN OWNED BY THE A THIS DOCUMEN ENTRANCE OUR LADY OF LAVANG STATUE Q Oo 0 19'-0" 25'-0" OUTDOOR STAGE EXIT #21 EXIT #31 19'-Orr 16-0" —J 25'-0" v 16-0" TYP. ROW co }o VAN UP EXIT #1 STORAGE RAMP UP 25 SPACES AISLE 8 TYP. ROW TYP. ROW co ct >a:.- v AISLE TYP. ROW 11 STOR'S MECH. LO 7 GARAGE 104 SPA :ES CHURCH EXPANSION - GROUND FLOOR PLAN 1/1 6" = 1 '-0" 0 iJ V e1ev. RESTRM. RESTRM. V STOWS AUDITORIUM / MULTIPURPOS 4.4 CAFETERIA SERVING KITCHEN STOR'S 1 STOR'S MAINT. 2 illPHASE PHASE 3 EXISTING WALLS .. ..r - NEW WALLS *--C`, PATH OF EGRESS 0 T STAGE FLEX CLASS RM. 30 1 EXIT #51 CARPORT/ OUTDOOR COOKING COVER AREA EXIT #61 TRUCK LOADING ZONE BIFOLDING PARTITION CIEGIECEC FLEX CLASS RM. 31 CESTIIIECIO 1 EXIT #41 i ATTACHMENT B BUILDING AREAS Zone Number Zone Name Area 101 COVERED PARKING 29,077.43 102 STORAGE 5,347.06 103 CAFETERIA AND KITCHEN 9,199.52 104 AUDITORIUM / MULTIPURPOSE 18,131.66 201 OFFICES (CHURCH ASSOCIATED) 10,197.51 202 CLASSROOMS 564.00 203 CLASSROOMS 2,984.67 204 CHURCH AND CHAPEL 19,326.65 94,828.50 sq ft 4532 REGISTERED ARCHITECT KEVIN J. BRODERICK STATE OF WASHINGTON I ■ 1 6801 S. 180TH STREET • TU KWI LA, WA 98188 )NDITIONAL USE PEI NAMESE MAI CENTER ADDITION , 1 ■ 1 #Pln Plot Date: 9/21/18 Erik New_Vietnamese_ Martyrs_ Master_ Plan_ AC_21 pin BRODERICK ARCI 55 S. ATLANTIC STREET, SUITE #301 SEATTLE, WASHINGTON 98134 I ■ NO. DATE DESCRIPTION REVISED DRAWINGS N ■ I ■ 1 CHURCH EXPANSION - GROUND FLOOR PLAN 4/2/18 A7 55 56 NT IN WIRTING COPYRIGHT ©10:09 AM ON Monday, April 2, 2018 BY BRODERICK ARCHITECTS, PLLC JECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGE OJECTS OR ADDITIONS TO THIS P TS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OT 0 EXIT #1 DOWN RAMP DN. EXIT #9 ENTRANCE RAMP DN CLASS RM. 7 BALCON CONE ROOM BALCON NARTHEX RECON RECONC RECONC PARISH ADMIN. OFFICE VESTMENT ROOF OVER STAGE rn LLIJILLIULLJ CLASS RM, 2 CLASS RM. 3 OFFICE 2 RESTRM. OFFICE OFFICE OFFICE OFFICE 3 OFFICE WORK AREA OFFICE OFFICE 4 CLASS RM. 4 EDMOrinal OFFICE 5 RESTRM. CLASS RM. 32 CRYROOM OFFICE 6 1' 1 1 13 1 1 1 1 1 1 1 111 3 1 1 1 1 3 1 1'11111111 j,,,u JJLlLIII 1111 CLASS RM. 5 EIEDIDEIDECD OFFICE 7 EXIT #2 1, 1, i 1 1 I, 1 1 1'1 1 1 1 1 1 1 1 1 1,11111111 CHAPEL (SEATED 160) POALTAR❑ 1,s1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11„1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 111111111110 b. d NAVE a CHURCH EXPANSION - SECOND FLOOR PLAN 1/16" = 1 '-0" 1 283 283 1232 11.1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 n'1 1 1 I l 1 1 1 l I 1 I 1 1 b 1 1 1 1 1 1 1 1 1 1 1 1 1 1 81 0 CHOIR 1 1,=1 1 1 1 1 1 1 1 1 1 1 1 1 1 rI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1s1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SACRIST EXIT #8 RAISED ROOF EXISTING ROOF PHASE 2 ALL WALLS SHOWN ARE PROPOSED NEW CONSTRUCTION EXISTING ROOF ATTACHMENT B BUILDING AREAS Zone Number Zone Name Area 101 COVERED PARKING 29,077.43 102 STORAGE 5,347.06 103 CAFETERIA AND KITCHEN 9,199.52 104 AUDITORIUM / MULTIPURPOSE 18,131.66 201 OFFICES (CHURCH ASSOCIATED) 10,197.51 202 CLASSROOMS 564.00 203 CLASSROOMS 2,984.67 204 CHURCH AND CHAPEL 19,326.65 94,828.50 sq ft Q t/ ^IJ ,1..1J V Z CY uj WF wZ to S O = U OU te z0 W N ///4���— W Q IM� �F I ■ I 7 c J L. J J D _17 ) ) ) 6801 S. 180TH STREET • TU KWI LA, WA 98188 NAMESE MAI CENTER ADDITION , I is #Pln Plot Date: 4/2/18 Sean Hill New_Vietnamese_Martyrs_Master _Plan_AC_21.pin BRODERICK ARCI 55 S. ATLANTIC STREET, SUITE #301 SEATTLE, WASHINGTON 98134 I ■ NO. DATE DESCRIPTION I ■ I ■ 1 CHURCH EXPANSION - SECOND FLOOR PLAN 4/2/18 A8 L 57 58 NT IN WIRTING COPYRIGHT ©10:08 AM ON Monday, April 2, 2018 BY BRODERICK ARCHITECTS, PLLC JECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGE OJECTS OR ADDITIONS TO THIS P TS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OT +17'-0„ TOP OF PARAPET COVERED WALKWAY +0„ GROUND FLOOR COMPOSITE TILE ROOF, TYP. COMPOSITE WINDOW TRIM, TYP. +17'-0" TOP OF PARAPET STUCCO CAST STONE WATERTABLE W/ PRECAST CAP ±0" GROUND FLOOR 4 EXISTING TILT -UP WALLS EXISTING MASONRY WALLS Blplllmim0W, NEW WINDOWS IN EXISTING MASONRY (TYPICAL THIS WALL) MASONRY ROWLOCK SILL, TYP. NEW GROUND FLOOR ON NEW FOUNDATION STOREFRONT WINDOWS AND DOORS NORTH ELEVATION - PROPOSED 1/16" = 1 '-0" TRUK TAM G140 O C 60C TIN 1,11 not NEW GROUND FLOOR ON NEW FOUNDATION EXISTING TILT -UP WALLS 37'-8" CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM CLASSROOM N EXIT #2 5 SOUTH ELEVATION - PROPOSED 1/16" = 1 '-0" CLASSROOM CLASSROOM 711 SF 35 OCC: EXISTING MASONRY STRUCTURE (TYP.) CLASSROOM CLASSROOM EXIT #1 DROP-OFF ZONE r J SSROOM 155'-0" 114'4" ,, 6'-10" CLASSROOM CLASSROOM CLASSROOM 799 SF 39 OCC CLASSROOM 18 861 SF 40 OCC .ING HT=+/-13'-0" (EXISTING) CLASSROOM CLASSROOM EXISTING TILT -UP CONCRETE WALLS (TYP,) NEW WINDOWS AT TILT -UP WALLS NEW CONTINUOUS WATER TABLE, TYPICAL MECH. ROOM EXIT #3 ©ININ ROO NEW SHEAR WALL 4 REQUIRED LEARNING CENTER - GROUND FLOOR PLAN A6 1/16" = 1 '-0" 33'-10" STORAGE KITCHEN PHASE 1 © EXISTING WALLS NEW WALLS Nal > PATH OF EGRESS 911 +1 T-0" TOP OF PARAPET COMPOSITE TILE ROOF COMPOSITE TILE ROOF STUCCO COMPOSITE WINDOW TRIM, TYPICAL CAST STONE WATERTABLE W/ PRECAST CAP NEW COMPOSITE TILE ROOF AT EXISTING TILT -UP WALLS EXISTING COVERED WALKWAY APOk TRANSFORMER PAD EXIT #4 CONCRETE PAD FOR CHILLER EXIT #5 lii co co +0„ GROUND FLOOR +1 T-0" TOP OF PARAPET ±0" GROUND FLOOR STUCCO PAINTED FIBERGLASS COLUMN CAST STONE BASE W/ PRECAST CAP NEW ENTRY BEYOND 4 STUCCO NEW COMPOSITE TILE ROOF AT EXISTING TILT -UP WALLS EXISTING TILT -UP WALLS EXISTING COVERED ENTRY 4 EAST ELEVATION - PROPOSED 1/16" = 1 '-0" NEW GROUND FLOOR ON NEW FOUNDATION COMPOSITE TRIM AT WINDOWS, TYPICAL NEW ENTRY BEYOND WEST ELEVATION - PROPOSED 1/16" = 1 '-0" COMPOSITE TILE ROOF STUCCO PAINTED FIBERGLASS COLUMN CAST STONE BASE W/ PRECAST CAP ATTACHMENT B BUILDING AREAS Zone Number Zone Name Calculated Area 101 RELIGIOUS CLASSROOMS 18,258.28 102 AUDITORIUM, CAFETERIA & KITCHEN 6,006.14 24,264.42 sq ft Q 5 Z CeLU W U� WF 2Z yS OS U O v) Ct CO LL W C) WQ o I ■ 7 L. 7 L. -1r) D _17 7 ) 6801 S. 180TH STREET • TU KWI LA, WA 98188 NAMESE MAI CENTER ADDITION , 1 ■ 1 #Pln Plot Date: 4/2/18 Sean Hill New_Vietnamese_Martyrs_Master _Plan_AC_21.pin BRODERICK ARCI 55 S. ATLANTIC STREET, SUITE #301 SEATTLE, WASHINGTON 98134 1 ■ NO. DATE DESCRIPTION 1 ■ 1 ■ 1 LEARNING CENTER PLAN AND ELEVATIONS 4/2/18 A6 L 59 60 NT IN WIRTING COPYRIGHT ©10:09 AM ON Monday, April 2, 2018 BY BRODERICK ARCHITECTS, PLLC JECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGE OJECTS OR ADDITIONS TO THIS P TS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OT NORTH ELEVATION 1 /16" = 1 ' -0" WEST ELEVATION 1/16" = 1'-0" SANCTUARY CROSS 100'-0" AFF TOP OF STEEPLE 95'-0" AFF TOP OF ROOF RIBBED METAL ROOF RESIN STATUES COMPOSITE TILE ROOF STEEPLE CROSS _ 115'-0" AFF TOP OF STEEPLE 10'-0" AFF TOP OF ROOF 45'-0" AFF ATTACHMENT B Q ^., O Z CeUJ W U� WF 2Z 02 02 U 0 U) C e CO LL W N W Q 1 ■ 7 L. —1L. -1r) D _17 7 ) 6801 S. 180TH STREET • TU KWI LA, WA 98188 NAMESE MAI CENTER ADDITION , 1 ■ 1 #Pln Plot Date: 4/2/18 Sean Hill New_Vietnamese_Martyrs_Master _Plan_AC_21.pin BRODERICK ARCI 55 S. ATLANTIC STREET, SUITE #301 SEATTLE, WASHINGTON 98134 1 ■ NO. DATE DESCRIPTION 1 ■ 1 . 1 CHURCH EXPANSION - ELEVATIONS 4/2/18 A9 L 61 62 NT IN WIRTING COPYRIGHT ©10:09 AM ON Monday, April 2, 2018 BY BRODERICK ARCHITECTS, PLLC OJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OTHERS EXCEPT BY PRIOR ARRANGE TS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OT STEEPLE CROSS 115'-0'AFF TOP OF STEEPLE 110'-0"AFF TOP F ROOF 45'-0'AFF 2ND FLOOR 9'-6" AFF 1ST FLOOR SOUTH ELEVATION Al 0 1/16" = 1'-0" EAST E L EVAT I O N 1 /1 6" = 1 '-0" SANCTUARY CROSS 100'-0" AFF TOP OF STEEPLE '^ 95'-0" AFF TOP OF ROOF 45'-0" AFF LMS'L a'-.s', ai�tJy, �t4`ts'ttar�{ea'pFtx-��da .t3p�}iisrb5sSx �r4 RIBBED METAL ROOF STUCCO COMPOSITE TILE ROOF RESIN STATUES CAST STONE WATERTABLE CONCRETE STEPS ATTACHMENT B L..7 W r) 4532 REGISTERED ARCHITECT KEVIN J. BRODERICK STATE OF WASHINGTON I ■ 7 c I- I- D _17 ) ) ) 6801 S. 180TH STREET • TU KWI LA, WA 98188 NAMESE MAI CENTER ADDITION , 1 ■ 1 #Pln Plot Date: 4/2/18 Sean Hill New_Vietnamese_ Martyrs Master Plan_ AC_21.pin BRODERICK ARCI 55 S. ATLANTIC STREET, SUITE #301 SEATTLE, WASHINGTON 98134 1 ■ NO. DATE DESCRIPTION 1 ■ 1 . 1 CHURCH EXPANSION ELEVATIONS 4/2/18 A1O - L 63 64 TUKWILA BEARING EXAMINER FINDINGS, CONCLUSIONS AND DECISION Applicant: File Number: Application:. Owner: Location: SEPA Determination: Comprehensive Plan/ Zoning Designation: Recommendation: Public Hearing: Church of the Vietnamese Martyrs L 13-007 (Conditional Use Permit) The application is for conditional use approval . for a religious facility in an existing manufacturing building in the Tukwila Urban Center (TUC) zone Church of the Vietnamese Martyrs 6801 South 180th Street, Tukwila, WA 98188 Exempt Tukwila Urban Center (TUC) The Development of Community Development recommends approval with conditions. The Hearing Examiner held a public hearing on the application on May 8, 2013, at the Department of Community Development, 6300 Southcenter Boulevard, Suite • 100, Tukwila, WA. The Examiner viewed the site on May 5, 2013. EXHIBITS: The following exhibits were entered into the record: 1. Department's staff report with Attachments A-C Attachment A: Project description and applicant's response Attachment B:. Project plans Attachment C: Seating plan 2. Department powerpoint presentation Introduction The applicant seeks a conditional use permit to allow a religious facility with an assembly area greater than 750 square feet within the Tukwila Urban Center (TUC) zone. A public hearing was held on the application on May 8, 2013, at the Department of Community 65 Hearing Examiner Decision - L13-007 Church of the Vietnamese Martyrs CUP Page 2 of 5 Development, 6300 Southcenter Boulevard, Tukwila, WA. Represented at the hearing were: the Department, by Courtney Johnson, Planning Intern, and Minnie Dhaliwal, Senior Planner, and the applicant, Church of the Vietnamese Martyrs, by Kien Nguyen and Kevin Broderick, project architect. No one from the general public testified at the hearing. After due consideration of the evidence presented at the public hearing, the following shall constitute the findings of fact, conclusions and decision of the Hearing Examiner on this application. Findings of Fact 1. The subject site is addressed as 6801 South 180th Street, Tukwila, WA. The site is a 5.77 acre parcel that is developed with a 62,250 square warehouse and manufacturing structure, which is currently vacant. The site contains approximately 241 parking spaces. 2. The site takes access via Sperry Drive which connects to S. 180th Street, with freeway access nearby. The site is surrounded by a mix of commercial uses, including office and retail uses, including several adjacent bank properties, and Westfield Shopping Mall is five blacks away. The Green River Trail surrounds the building. The site is relatively flat, and is landscaped with trees, shrubs and groundcover. 3. The site is zoned Tukwila Urban Center (TUC), as is the surrounding area. 4. The proposal is to convert the existing building to a religious facility with interior remodeling as shown in the plans in the record. The proposed worship area of the church would be 8000 square feet, with seating area which is the equivalent of 733 seats. Classroom and office spaces are also proposed. Several spaces exceeding 750 square feet within the building are classified as assembly areas under the City's Codes. No exterior changes, other than signage and fencing, are proposed. The applicant notes that classroom and worship spaces would never be in use at the same time. The facility would be in use during the evenings and weekends, and there may be 1-2 special events a year. 5. Under TMC 18.56.050, a total of 183 parking stalls and 7 bicycle spaces are required. 6. The Department has reviewed the proposal and recommends approval with conditions. The Department has noted that in addition to the conditions of CUP approval, the applicant will be required to meet all applicable building and fire codes as part of the building permit review. 66 Hearing Examiner Decision L13-007 Church of the Vietnamese Martyrs Page 3 of 5 Conclusions 1. The Hearing Examiner has jurisdiction over this application pursuant to TMC 18.104.010.3, which provides that a decision on a conditional use permit application is a quasi-judicial decision by the Hearing Examiner. 2. - The proposed religious facility's assembly areas would exceed 750 square feet, so conditional use approval is required under TMC 18.26.020. 3. The criteria for granting of a conditional use permit are set forth in TMC 18.64.050: (1) the proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity; (2) the proposed use shall meet or exceed the same standards for parking, landscaping, yards and other development regulations that are required in the district it will occupy; (3) the proposed development shall be compatible generally with the surrounding land uses in terms of traffic and pedestrian circulation, building and site design; (4) the proposed development shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan; and (5) all measures have been taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. 4. The proposed use would not be materially detrimental to public welfare or injurious to the property or improvements in vicinity. The applicant will utilize the existing building and only minor exterior changes are proposed. The use will occur primarily on weekends and evenings, and poses no conflicts with existing uses in the vicinity. 5. The proposal as conditioned would meet applicable development standards, including those for onsite parking, and standards addressing air quality, noise, water quality, and hazardous materials. Building and fire code standards will also be met as part of the building permit review for the proposal. The Department's proposed conditions also require a shared parking or covenant parking agreement with adjacent bank properties, if parking demand is not met on the site, and a parking management program for special events at the site. 6. Only minor changes to the site are proposed, i.e., signage and a fence, and the proposed fence will be placed on the interior side of the landscaping. The site enjoys good access to the freeways, S. 180th Street, and the Green River Trail. Much of the activity at the religious facility will occur during weekends and evenings, when some of the surrounding uses are not active. The proposed development would therefore be compatible with surrounding land uses in terms of traffic and pedestrian circulation, and building and site design. 7. The proposed religious facility would be consistent with the Comprehensive Plan, including Goals 10.1 and 10.2, and Policy 10.2.6. The TUC zone is intended to contain a 67 Hearing Examiner Decision L13-007 Church of the Vietnamese Martyrs CUP Page 4 of 5 diverse mix of uses, including residential and commercial uses; the proposed religious facility will help to diversify the uses in the zone. 8. As conditioned, the proposal will incorporate all appropriate measures to minimize possible adverse impacts. No adverse impacts have been identified but if the congregation increases in size, additional parking demand could be created. The applicant has indicated that it would seek parking covenants with the adjacent bank properties if the need arose. The Department's recommendations include conditions regarding parking agreements and parking management to address possible impacts from parking demand. 9. The application would meet all criteria for a conditional use permit and should be approved Decision The Conditional Use Permit is hereby granted with the following conditions: 1. The applicant shall be responsible for obtaining and recording a Shared or Covenant Parking Agreement between the subject property and the adjoining properties if either: the seating is expanded such that the site does not meet the requirement of one parking space per four seats, or if the parking demand cannot be met on the property and there are off -site parking impacts as determined by the Department. The language of the Shared or Covenant Parking Agreement shall be approved by the City and shall be consistent with TMC 18.56.070. 2. The applicant shall adopt a Parking Management Program for special events that shall include the following: a) Information and education: Educate the congregation families to encourage them to carpool, use transit, bike, or walk to the church. b) Demand Reduction Strategies: Establish a preferred parking area for families and groups that carpool with four or more persons per car; c) Demand Management Strategies: Implement measures to ensure that sufficient parking is available. These measures could include agreements with the surrounding businesses; shuttles; establishing a team of parking attendants to help direct drivers to available parking locations. Entered this 15th day of May, 2013. Anne Watanabe Hearing Examiner 68 Hearing Examiner Decision L13-007 Church of the Vietnamese Martyrs Page 5 of 5 Concerning Further Review TMC 18.108.030 provides that "The decision of the Hearing Examiner shall be final and sha1l be appealable only to Superior Court pursuant to RCW 36.70C." 69 70 RE TIE 1 CRITERLI The review criteria for various types of projects are shown below. Please discuss development consistency with each criteria. Then, refer to the Tukwila Comprehensive Plan for project consistency with the policies. Please note that more than one category of policies may apply. Criteria for Conditional Uses (TMC 18.64.030) 1. The proposed use will not be materially detrimental to the public welfare or injurious to the property or improvements in the vicinity. The project will improve the appearance of the existing church building, increase the number of trees on the site and will improve parking and vehicle circulation. The conversion and renovation of the former Wells Fargo building to a learning center for young parishioners will not only support educational needs of the congregation but activate a currently vacant building. The proposed project will not be detrimental to public welfare or injurious to property or improvements in the area. 2. The proposed use shall meet or exceed the same standards for parking, landscaping, yards and other development regulations that are required in the district it will occupy. The project exceeds parking requirements as defined by TMC Figure 18-7 and landscaping as required by TMC 18.28.240 and Table 4. Tree Replacement Requirements of the Shoreline Master Program. As discussed during the pre -application meeting, landscaping will also be implemented in accordance with corridor standards to the extent feasible in conjunction with the timing of related city improvements along S. 180th Street. 3. The proposed development shall be compatible generally with the surrounding land uses. The majority of the site has been used by the Vietnamese Martyrs Parish for many years for church related activities. The new acquisition of the Wells Fargo building on an adjacent property and its conversion to the new Learning Center will make it compatible with the existing church property. While the area is mostly industrial and commercial in character, it is also diverse with the nearby location of an extended stay hotel. The site is also bound by the Green River on three of its sides. 4. The proposed use shall be in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. The new landscaping at the site will benefit and enhance the Green River trail, which runs along three sides. This will encourage "a pedestrian oriented environment" and "enhance the open space network". The proposed project will allow the church to carefully expand . This growth will make the area more diverse as well as culturally and economically robust. 5. All measures shall be taken to minimize the possible adverse impacts which the proposed use may have on the area in which it is located. Replanting of trees will occur in accordance with all applicable codes (TMC 18.28.24, SMP 9-10C) and new native shrubs and groundcovers will be included in the landscape plan. Surface water control design will be done in accordance with the City of Tukwila development standards of King County Water Design Manual. Surface water will be controlled by an on site infiltration system. Architectural design will be reviewed by Design Review with Public Hearing. \\citystore \City Common\ Teri - DCD \Kirby \2016 Applications \Conditional Use Permit -March 2016.docx 71 72 September 25, 201 8 City of Tukwila — Department of Community Development Attn: Lindsay Brown 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Attendance Report Address: 6801 S. 180th Street (formerly 6841 & 6847 S. 180th Street) Reference #: PL18-0020 Project Name: Vietnamese Martyrs Expansion The following attendance report has been provided by a representative of the Parish: ACTIVITIES DATE Weekday Satu rday Su viday Daily Mass (IV- F) 11:CO AIM \\. ReligiousEducation 0: 1A, '..n - 300 PM Religious Education ' Weekend Mass 600 PM Vigil Mass 400JILUIIIIII roo 7:ao ,6k .• . und ay .05.5 \\\\\ e!.:,<, 9:30AM Sunday Mass , .t \ 1200 11:30 AM Sunday , lass ,,,• • • .\I::1:,\ .A.‘,NIViiik• •," \. 700 5:00 MI Sunday J i 55 \\:, ,,, '''' \ .,,N, 300 **Summer: Last week of ay through 3rd week in September: No Religious Education & 20% attendance reduction 73 74 E ICI< C ITECTS September 25, 2018 City of Tukwila — Department of Community Development Attn: Lindsay Brown 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Traffic Management Plan Address: 6801 S. 180th Street (formerly 6841 & 6847 S. 180th Street) Reference #: PL18-0020 Project Name: Vietnamese Martyrs Expansion The existing maximum number of occupants is 1,200 based on the attendance report for the 9:30 AM Sunday Mass. 300 parking stalls are required for this number of fixed seats according to TMC Figure 18- 7. There are currently 257 existing parking stalls on site and overflow parking is provided at parking areas A and B (see overflow parking map), where there are approximately a total of 139 additional parking stalls. Parking area A is street parking which is available Saturdays and Sundays. Parking stalls on site and at parking areas A and B total approximately 396 stalls. The proposed Church Expansion and Learning Center Addition would increase the number of required parking stalls to 370. Additional parking stalls are also required for special events such as the annual summer festival which occurs in August. In order to accommodate special events, the parish has reached an agreement with Oaksdales.1, LLC for the use of parking area C, the parking lot at IDC Medical Plaza. According to the agreement, there are 220 parking stalls in area C which are available for visitors of the church to use on weekends and holidays. Parking areas A and B are within a short walk of the site. Parking area C is still walkable but shuttle transportation is provided for most visitors by the 3 vans and 2 buses belonging to the parish. These vehicles seat a total of 102 people. The total number of proposed parking stalls would be the following: On Site: 490 Area A: 39 Area B: 100 Area C: 220 Total: 849 Stalls Please see the attached Overflow Parking Map and Parking Areas. 75 76 LEGEND: GENERAL NOTES: OVERFLOW PARKING AREA PER TUKWILA MUNICIPLE CODE (TMC) NO PARKING IS ALLOWED ‘•••••••••— vist„ ts, OVERFLOW PARKING AREA 'B': 39 PARKING SPACES •Nt• ttO Ver. 144,1 ,,,s444404ZVV1404:441:4V 4 44 4* 414414444 4444414t4 44 14 '1 ck14 ,4044144044.41N44 „ Mt: • '` Awkrix44). "44444%44444,WA, OVERFLOW PARKING MAP 300 ' Ann naktAkknAzyq0,4'10‘,•••n. . In.•,4nt '" 4 ,' N4444, J `,1*,- ,*•,•,,l‘ti,•„.„1,,'.. , AAAAAAA(,n„ 4,4 OVERFLOW PARKING AREA 'A': 100 ON -STREET PARKING SPACES 44f. o: 4 Woe P404041, 7 Zflitr4T*4444ft ••••4, \ A • • , #1*ST1 Fi SIREETI, ,‘ 444 4 144 s stt 94A44 41•„447; kr.4104 „ • 4 v •Ltne4,404VVVVV • T,404, 4,4 4•1„'"•„'0.„;41a4triA tit V V sv PEDESTRIAN ROUTE FROM PARKING 1 IN FRONT OF A PUBLIC OR PRIVATE DRIVEWAY WITHIN 5 FEET OF THE END OF THE RADIUS LEADING THERETO. 2 IN ANY PLACE WHERE OFFICIAL SIGNS PROHIBIT PARKING (CASCADE, RIVERSIDE, AND OLYMPIC ALLOW PARKING IN NO PARKINGZONES ON WEEKENDS). PHOTO REFERENCE KEY (SEE ATTACHED) 3 WITHIN 15 FEET OF FIRE HYDRANTS. 1", • 11‘44$@•44,,,,,,ak*,, „ „ 1.7 7 144„Ve5VVV4 444,4440'4 4-04C4 "Vq`49,1:MV tkt • , "WV*, -*4 444 OVERFLOW PARKIN AREA 'C': 220 PARKING SPACE .14 44,4444414„, y. 4441ii'; *•• , tt„ t 4 4'^' ttNAVVVVV, 1V1 vf4r4V4V4v VVIV tt4 UVIVIVI441 VV." k?"' '1•4t4t4t Itt,Z4V1f44:144 Aaktitt144 * '1 t , i4z• A'' „ k40,:4..*44 ,. \WO,' V, ,‘ 'NtAVV`W,A4Aten \ ,;`0*1,A;liOfPkAtt• 4,,4•804, .• :, ; a ,p,„,,T •„„•mt` , , S‘,11:1 i,,,i in 4 „ "J ,e, . , s; ' 14,4 N ' p _ 1,11. , ' ;,. .1. M4 1 kt,t,,,, , ,, V, VV. ta tt • 04 444 ‘4044#4 444'44 7,••••••, :44 EARNING CENTER ADDITION AND CHURCH EXPANSION co co cs) • LLJ 0 1/4 0 00 Lu ERICK ARCH 0 206.682.7525 0 0 OVERFLOW PARKING MAP 77 78 PARKING AREAS & SHUTTLES TYPICAL OVERFLOW PARKING AREA 'A' CURB CONDITIONS 100 PARKING SPACES CASCADE AVENUE S: SATURDAY & SUNDAY PARKING IS ALLOWED ON ALL OF CASCADE AVENUE S WITHIN THE GUIDELINES OF THE TUKWILA MUNICIPAL CODE (OUTLINED ON THE OVERFLOW PARKING PLAN). RIVERSIDE DRIVE: SATURDAY & SUNDAY PARKING IS ALLOWED ON ALL OF RIVERSIDE DRIVE WITHIN THE GUIDELINES OF THE TUKWILA MUNICIPAL CODE (OUTLINED ON THE OVERFLOW PARKING PLAN). 7 OLYMPIC AVENUE S: SATURDAY & SUNDAY PARKING IS ALLOWED ON ALL OF OLYMPIC AVENUE S WITHIN THE GUIDELINES OF THE TUKWILA MUNICIPAL CODE (OUTLINED ON THE OVERFLOW PARKING PLAN). 10 1 12 79 PARKING AREAS & SHUTTLES TYPICAL OVERFLOW PARKING AREA'B' LOT CONDITIONS 39 PARKING SPACES 180TH STREET LOT: THIS LOT IS OPPOSITE THE SITE ON 180TH STREET AND IS OVERFLOW PARKING FOR THE SURROUNDING BUSINESSES AND GREEN RIVER TRAIL ACCESS. EXISTING ANGLE PARKING PROVIDES AN ADDITIONAL 39 STALLS. 3 14. 80 PARKING AREAS & SHUTTLES TYPICAL OVERFLOW PARKING AREA 'C' LOT CONDITIONS 220 PARKING SPACES IDC MEDICAL PLAZA: EXISTING PARKING LOT EAST OF SITE USED FOR MEDICAL PLAZA. CONTRACT AGREEMENT WITH PROPERTY OWNERS FOR 220 APPROVED SPACES AVAILABLE FOR USE ON SATURDAYS, SUNDAYS, HOLIDAYS AND SPECIAL EVENTS. 81 PARKING AREAS & SHUTTLES SHUTTLE VEHICLES AVAILABLE 3 VANS, 2 BUSES -102 PASSENGERS VANS: 3 VANS AVAILABLE THAT WILL SEAT 14 PASSENGERS (INCLUDING DRIVER) EACH. PHOTO SHOWS 2 OF THE 3 VANS, TYPICAL MAKE AND MODEL. BUSSES: 2 BUSES AVAILABLE THAT WILL SEAT 60 PASSENGERS (BUS 1 = 36 SEATS, BUS 2 = 24 SEATS) TOTAL. PHOTO SHOWS THE 2 BUSES, TYPICAL MAKE AND MODEL. February 21, 2018 Vietnamese Martyrs Parish: Learning Center Addition and Church Expansion Design Review — Project Consistency with Decision Criteria The Vietnamese Martyrs Parish in Tukwila is applying for Design Review Approval for landscaping, parking lot reconfiguration and for the renovation of two existing buildings on the site. The Learning Center would be the first building to be renovated and features the conversion of, and addition to, a former Wells Fargo bank building to become an educational facility for religious and cultural education. The existing church building would be the second building to be renovated and would feature partial demolition and the addition of a second floor over part of the building. It is important for the congregation that the Learning Center be completed first. This way, educational programs that are currently operating in the church building could be relocated, before renovation work begins at the church building. The renovation to the existing church building is an opportunity to reconfigure the building so that it functions better and better suites the needs of the congregation in regards to administrative offices, meeting spaces and a place of worship. Equally important for the congregation is the transformation of the existing industrial type building into a new building that resonates as a symbol of their faith. RELATIONSHIP OF STRUCTURE TO SITE The parking lot has been redesigned to accommodate more cars while improving pedestrian and vehicular circulation. New shrubs and ground cover and the planting of 64 trees is proposed to "moderate the visual impact" of the parking area from the Green River Trail and S. 180th Street. The proposed Learning Center is located approximately 65 feet from S. 180th street and this building tops out at a relatively low 17 feet. The main roof of the proposed church building measures 45 feet above ground with a higher ornamental dome and steeples. The church building is located approximately 420 feet from S. 180th Street, reducing the apparent height of the steeples to most pedestrians and drivers. 83 RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA The existing sidewalk on the west side of Sperry Drive would be extended so that pedestrians coming from the bus station on S 180th Street could cross Sperry Drive at a preferable location and reduce the number of times they would need to walk in front of traffic. The proposed landscaping would include a significant number of trees and groundcover to be planted adjacent to the landward toe of the Green River levee. In addition to screening the parking area, this would provide an improved landscape transition between the project site and adjacent protected area. LANDSCAPING AND SITE TREATMENT A substantial portion of the site is located in the Shoreline Area with the Green River flowing on the east, west and south sides. Special care, as required by the Shoreline Master Program and Tukwila Municipal Code, special care has been taken not to disturb areas within the river buffers. This serves to recognize, preserve and enhance the banks of the Green River. Sperry Drive is a private street perpendicular to S. 180th Street. It serves as the only vehicular entrance to the project site and the main axis to the entrance of the church. Several trees are proposed to be planted on the east side of Sperry Drive which will help to provide shade along the route and strengthen the appearance the axis. The area of landscaped islands proposed in the parking area will exceed 10 SF per 300 SF of paved surface (SMP 9.10.C.3.b) and 10 SF per parking stall (TMC 18.28.240.6.6.2(2)). Decorative paving, such as stamped concrete, is proposed at certain locations to accent pedestrian entrances and other special building elements. New exterior lighting is proposed that will illuminate the parking area and pedestrian walkways to increase safety. Exterior lighting will be shielded to minimize glare, light trespass and skyglow. Future lighting to accent architectural elements and landscaping will also be shielded. BUILDING DESIGN The design of the proposed church building draws from the French colonial architecture of Saigon and represents an important connection for parishioners between Tukwila and Vietnam. As a place of worship, its design is based on the traditional characteristics of church architecture which define sacred space for the congregation. The Learning Center is subordinate and complimentary to the Church building as it maintains the low height of a single story building. The new design for this building features facade articulation with the addition of several roofs and pilasters. The design of both buildings calls for a soft and earthy color palette that features warm limestone facades with terracotta colored roofs. These natural colors would be in harmony with the verdant riverbank that runs along three sides of the property. 84 RICK ARCHITECTS, PLLC esday, October 16, 2018 BY RANGEMENT IN WIRTING COPYRIGHT © 4:35 PM ON NTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OT THIS DOCUMENT R PARTIAL ELEVATION OF PROPOSED CHURCH NOT TO SCALE TOP OF STEEPLE ASC RIBBED METAL ROOF BORAL CLAY TILE - EL CAMINO BLEND MET -TILE MISSION CLAY (DML TILE SHOWN, SIMILAR) OPTIONAL NICHIHA FIBER CEMENT PANEL - SANDSTONE DESERT BEIGE 3- COAT STUCCO OPTIONAL EL DORADO STONE VENEER - AUTUMN LEAF I ■ 1 6847 S 180th Street • Tukwila, WA 98188 ET ANC 1 ■ 1 16.045 Plot Date: 10/16/18 Andrew Johnston2 180917_Learning_Center_AC21.pin BRODERICK ARCI 55 S. ATLANTIC STREET, SUITE #301 SEATTLE, WASHINGTON 98134 1 ■ NO. DATE DESCRIPTION 1 ■ 10/16/18 1 ■ 1 MATERIALS MAT1 85 86 RICK ARCHITECTS, PLLC esday, October 16, 2018 BY RANGEMENT IN WIRTING COPYRIGHT © 4:36 PM ON NTS A PROPRIETARY DESIGN OWNED BY THE ARCHITECT AND SHALL NOT BE USED ON OTHER PROJECTS OR ADDITIONS TO THIS PROJECT OR FOR COMPLETION OF THIS PROJECT BY OT THIS DOCUMENT R 4,4 #a 41, 441 44 w a PARTIAL ELEVATION OF PROPOSED LEARNING CENTER NOT TO SCALE 44,. S. .444 44, NEW COM SITE Tr E ROOF AT EXIST [NG TILT -UP WA EXOTING COVERED WALKWAY BORAL CLAY TILE - EL CAMINO BLEND MET -TILE MISSION CLAY (DML TILE SHOWN, SIMILAR) OPTIONAL HARDIE PANEL VERTICAL SIDING- 3- COAT STUCCO SMOOTH SAIL CLOTH EL DORADO STONE VENEER - AUTUMN LEAF OPTIONAL I ■ 1 6847 S 180th Street • Tukwila, WA 98188 ET ANC 1 ■ 1 16.045 Plot Date: 10/16/18 Andrew Johnston2 180917_Learning_Center_AC21.pin BRODERICK ARCI 55 S. ATLANTIC STREET, SUITE #301 SEATTLE, WASHINGTON 98134 ■ NO. DATE DESCRIPTION 1 ■ 10/16/18 ■ 1 MATERIALS MAT2 87 88 T@ble1O4: Summary of applicable review process and standards/guidelines. See subsection 18.28.030 (D) for detailed provisions. Project Type Type Review ' Projects located in the TUC -RC, TUC-TOD, TUC-P, or TUC -CC Districts Minor remodels orvery small projects see subsection _ � Major remodels and small-scale projects seesubsect�n(D)(1)�) r— - ' Large-scale projects ^see subsection (D)(1)(c) Projects located in the TUC -Workplace District Reside ntia I/mixed-use building —small scale project Reside rtiaI/mixed~usebuDding—majorremode| � ResidentbKmhed-uoebuUding—|argesco|epnojec see subsection (D)(I)(a)(3) Other small scale new construction orexterior � expansions, see subsection (D)(I)(b)(1) -- — Other major remodels Other large-scale nexvcons1ructionorextehor expansions —see subsection (D)(2)(b)(3) Minor remodels orvery small projects see subsection (D)(2)(c) Type Type ' � Type | \ (BAR) Applicable I * Not required to meet corridor -based architectural design standards Standards Southcenter 89 Table 1B^3District Standards: District Standards__��_�� ^ 18.28.070 Structure Height ; Minimum Height Maximum Height without Incentives �Frontal Improvement Height Incentive � i � [-_- -— / / | MHeight Incentive 18.28.080 Maximum Block Face Length �Pmv�onnfN������n {85O�0ax» ' ^ 18.28.090 Permitted Corridor Types for New Streets � /Pedestrian Corridor / Regional Center TOD ! 25ftfronting 25ft fronting i 8okorBi BekarBi � 85ft ] 45ft _ 45ft Pond District permitted �� 701t 115'J | combined with � MF. BB}m / 70ft, no Affordable inoreano*/in Housing 150ftofPond ' |nmanhvo edge 70ft'115'if combined with � Frontal Imp., LEEDor 70itnn Affordable inomaoew/in ' Housing 150ftofPond � Incentive ` edge_ n/a Corridor Comm. Workplace n/a r/a � permitted.-_ '~-'-- �permitted permitted permitted /5ft 4 /5ft 4 5ft4 18.28.110 Side and Rear Landscaping Requirements-, Side and Rear Yards J5 ft 4 1~ .220Special CornerFeature Special Corner Feature mnBuilding permitted �5ft 4 5ft 4 ~ ' ' - '/a r/a 7O# Rive adjacent parcels only \ 9UDftmax | � | � permitted ' permitted -permitted-- l permitted permitted � .�'permittedpermitted | �Oft 1) Portions of the building that extend above the primary building mass, such as non -habitable space (clock towers, roof -top cupolas, elevator and mechanical equipment enclosures), unenclosed space (roof deck trellises, Gazebos), and other special architectural features, shall not exceed the maximum height requirement bymore than 20 feet, provided they are set back a minimum of 10 feet from the edge of the roof (see also TMC 1OSO.O8O). 2) Does not apply to Freeway Frontage Corridors 3)Permitted adjacent toresidential uses. 4) May be waived as part of design review if Building and Fire Code requirements are met. 90 Figure 18-25: Commercial Corridor Standards Commercial Corridor Intent: To provide safe and 5upportive pedestrian facddics, greater capacity rot torhirics, and attractive streetscapes along heavily travelled roadways serving auto -oriented commercial uses. APPLIED TO: Existing Streets: Tukwila Pkwy, Southcenter Pkwy, S. 180th St, West Valley Hwy New Streets: As Indicated on Corridor Type Map Note: This is a summary of key corridor standards. See 18.28.120 to .210 for supplemental details. THOROUGHFARE CROSS-SECTION (See 18.28.140) Existing street New street No change See new cross-section PUBLIC FRONTAGE STANDARDS (See 18.28.150) Total required width Sidewalk width minimum 15 ft 6 ft Landscaping Street tree spacing Lighting Street trees in a continuous landscaped strip 9 ft wide located at back of curb. Also see 18.28.240 General Landscaping. 20-30 ft, depending on species. Vehicular -scale decorative street lighting. BUILDING ORIENTATION/PLACEMENT & LANDSCAPING (See 18.28.160 .190) Building orientation to streets Front yard setback minimum On -site surface parking locations Front yard landscaping minimum (waived if Public Frontage improvements are built to standard) Not required 15 ft Front, side or rear of building 15 ft of Streetscape ARCHITECTURAL DESIGN STANDARDS Facade articulation increment Commercial/mixed-use maximum 50 ft Residential maximum 30 ft Major vertical modulation maximum 200 ft Ground level transparency Commercial -use minimum 50% BdC.K CA i deV.'dik qickyovA pldnUrtg strip Public frontage rnrirkt::.4rr*iettiftr t r I r t 1. 4 rr, Facade articulation and ground level transparency 91 Figure 18-27: Workplace Corridor Standards Workplace Corridor Intent: To provide safe and supportive pedestrian facilities along streets serving truck loading and parking access for primarily worehouse/distiibution uses in the southern part of the Southcenter area. APPLIED TO: Existing Streets: Minkler Blvd (Southcenter Pkwy to APW, Costco Dr), Upland Dr, Midland Dr, Triland Dr, N./W. between Costco Dr and S. 180th St, Andover Park W. (Minkler to S. 180th St), Andover Park E. (Trek to S. 180th St), Sperry Dr New Streets: As indicated on Corridor Type Map Note: This is a summary of key corridor standards. See 18.28.120 to 2.10 for supplemental details. THROUGHFARE CROSS-SECT1ON (See 18.28.140) Existing street New street No change See new cross-section PUBLIC FRONTAGE STANDARDS (See 18.28.150) Total required width Sidewalk width minimum 15 ft 6 ft Landscaping Street tree spacing Lighting Street trees in a continuous landscaped strip 9 ft wide located at back of curb. Also see 18.28.240 General Landscaping. 30-50 ft, depending on species. Vehicular -scale street lighting. BUILDING ORIENTATION/PLACEMENT & LANDSCAPING (See 18.28.160 - .190) Building orientation to street Front yard setback minimum On -site surface parking locations Front yard landscaping minimum (waived if Public Frontage Improvements are built to standard) Not required 15 ft Front, side or rear of building 15 ft of streetscape ARCHITECTURAL DESIGN STANDARDS Fagade articulation increment Non-residential maximum Residential maximum Major vertical modulation maximum Ground level transparency Warehouse/light industrial buildings minimum 140 ft 30 ft 280 ft 20% Commercial -use minimum 50% Public frontage New thoroughfare cross-section Facade articulation and ground level transparency 92 hB �(l�����~ ^ _^^~~`~~~.`~'^ ,AR�- JI[ ,_/-l-S October lO,2Ol8 Ms. Lindsay Norris Brown, Assistant Planner Department ofCommunity Development City ofTukwila 630OSouthcenterB|vd,Suite |O0 Tukwila, VVA98788 RE: Comments from Karen Walter mfthe Mocbyasb**t Tribe Dear Ms. Brown Thank you for sending comments from Karen Walter of the Muckleshoot Tribe for the proposedVietnamese Martyrs Church Expansion. Please see our responses (in bold italics) to the comments listed below. Wording from Karen Walter's comments has been included for reference. 1. Where exactly are the trees (by size and species) toboremoved within 200feet ofthe Green River? Please see the attached Exhibit "C' to see the location of the 5 trees that are to be removed. The size of the trees /snoted osDiameter otBreast Height (D8H). The following trees are toberemoved. #1-6~Deciduous #2—B°Cherry #3-18"Coniferous #4-26°Fir #5-24^Cedar 2. VVodid not see the tree planting plan details needed for uotoevaluate the tree replacement plan. The details are needed. The landscape architect noted, too, that shore pine may be planted to provide shade. While shore pine (Pinus contorta) appears to be native to western Washington, we are unaware of this species growing historically along the Green River. (see forest conditions section starting onpage 55 inhUp:�your.kinqoount�gpy/dnrp/|ibnaq�p 2OU5/kor2O38�df). |fshore pine trees are eU||proposed, then they ehuu|dboreplaced with anative conifer species more suit -able for the site and capable ofgrowing tomaturity to provide shade and other riparian functions. Tree planting details will be provided along with subsequent construction drawings as part of the permit approval process for this project. Shore Pine will not be planted. Instead of Shore Pine, Douglas Fir and Western Red Cedar will beplanted. 3. VVedid notice that there are notrees planned Lobaplanted onthe weotsideofthe project site. Shade trees are needed along this side ofthe project site. (see attached SVV|FMap 2). 93 4. In our June 4, 2018 comments (sent by email), we asked for a tree planting analysis that evaluates the current tree planting plan toprovide sufficient shade. VVodid not see this inany responses orrevised materials to date. The shade analysis should consider the findings from the King County's GIS shade model for the Green River. This model shows incremental decreases in Green River temperatures starting from the OHWM with each 25-foot increment out to 150 feet, which is the buffer distance recommended in the Green River Temperature TMDLimplementation plan (VVODE2011). The 150foot buffer was determined the distance needed along 21 miles of the lower Green River to provide effective shade necessary to reduce water temperatures and increase dissolved oxygen with the objective of meeting the State's Water Quality Standards. The SVV|FMap 2mapped segments of 75 to 100 feet distances at the project site and the critical shade needed at this site (High; medium, and low segments) likely account for existing facilities and trees and the site's aspects relative to the sun. Green River shading needs isnot just anabstract environmental consideration. Anstated inKing County'oGreen River SWIF Current Conditions Report Aquatic, Floodplain, and Riparian Habitat Technical Memorandum (King County and Nonnandeau(2O14): "Water temperature isucritical limiting factor in the study area. High water temperatures stress adult salmon and reach lethal temperatures during hot summers. High temperatures also substantially reduce rearing habitat potential and cause juvenile salmonids to migrate downstream more quickly than is likely desired /nthe late spring and uummor.^ This statement is substantiated by continuous water temperature data collected in 2015 by the City of Kent at the ^Bh000a^levee site (Figure A+11from King County, 2017;.http://vo kin ntv.gov/dnrp/|ibxarv/2O17/kor2D80/kor288U.pdf)). From the data, you can see that this reach of the Green River experienced water temperatures that not only exceeded the State Standard of 17.5 degrees C, but also exceeded the 22 degrees C lethal threshold for adult salmon over several dates between July and August. Lethal and sublethal effects from water temperatures means likely reduced survival and production of salmon that support the Tribe's troah/'prote otodfisheries. The importance of lowering the water temperature of the Green River to provide a healthy habitat for salmon is understood. The site currently has veryfew trees andfeatures a large parking lot. There are currently 12 evergreen trees located within 15O'mƒthe QHN/&Y Weare proposing toremove 3ofthese trees and plant 27 new evergreen trees within 150'of the OHINM. The proposed landscaping already shows dense plantings of new evergreens in all available areas. Additional landscaping adjacent to the river is limited due to the 75' levee setback. A shade analysis would not be beneficial since the proposed site design now shows the maximum number of tall evergreen trees possible to plant adjacent to the river. 5. The project is removing two Douglas Fir trees that are 16" and 18" DBH respectively and two unspecified deciduous trees that are 6" and 14" DBH respectively within 200 feet of the river. All four ofthese trees should be placed back in the Green River as partial mitigation for the temporal loss of future wood recruitment needed to create and maintain salmon habitat. We recognize that the applicant is limited to do this mitigation work onsite; however, King County and Kent are both permitting levee setback and restoration projects on the Green River not far from this site onbehalf ofthe KCFlood District. The trees should boused atone urmore ufthese project eib+o. Allfive of the trees removed within 200' of the river will be used at one or more of the nearby project sites tocreate and maintain salmon habitat. 94 6. We maintain our recommendation to have oil control on the stormwater facilities that will ultimately discharge to the Green River to protect salmon. The WDOE manual is behind the best available science on this topic. The Civil plan sheets for this project include two bioretention cells, stormfilters, infiltration tanks with overflow to a proposed and existing storm drainage system. On -site drainage goes to an off -site drainage system within Sperry Drive. From Sperry Drive the drainage system goes West within S. 180th Street, then North on Andover Park East, and finally East on Minkler to the City's storm treatment pond. This Civil plan provides basic and enhanced water quality per the 2016 King County Surface Water Design Manual and meets DOE requirement. There is no direct discharge from the Vietnamese Martyrs site to the Green River. Please contact me if there is any additional information that I can provide or if you have any questions regarding our application. Thank you for your help with this project. Sincerely, (Sean) John J. Hill 95 10/3/2018 mv ' [J�'\/t Martyrs /-|, | �` Oct� /��. v����������� /v/�[��[� �-//�[[� ��V/�/(}��- D|���� [�����@ uV u�� � r � Karen Walter <KWalter@rnuckleshoot.nsn.us> nzLindsay Bmwn/Undsay,Brown@Tuhvi|aYVAgov`; SYNF'bwrGi-eenSon'Wap2.pdf; Lindsay, Thank you for sending us the revised project information for the Vietnamese Martyrs Church project (PL18'0022). We have reviewed this and have comments aonoted: Trees needed for shadina and blocking artificial lighting: 1 . Where exactly are the trees (by size and species) to be removed within 200 feet of the Green River? 2� VVedid not see the tree planting plan details needed for us to evaluate the tree replacement plan. The details are needed. The landscape architect noted, too, that shore pine may beplanted toprovide shade. While shore pine (Pinus contorta) appears to be native to western Washington, we are unaware of this species growing historically along the Green River. (see forest conditions section starting onpage 55in http //ymuckinggou n1y.|fshore pine trees are still proposed, then they should be replaced with onative conifer species more suitable for the site and capable ofgrowing 0nmaturity Vnprovide shade and other riparian functions. We did notice that there are no trees planned to be planted on the westside of the project site, Shade trees are needed along this side ofthe project site. (see attached SVV|FMap 2). 4. In our June 4, 2018 comments (sent by email), we asked for a tree planting analysis that evaluates the current tree planting plan toprovide sufficient shade. VVedid not see this jnany responses orrevised materials k/date. The shade analysis should consider the findings from the King County's GIS shade model for the Green River. This model shows incremental decreases inGreen River temperatures starting from the OHVVK4with each 254ont increment out to 150 feet, which is the buffer distance recommended in the Green River Temperature TMDL implementation plan (VVDOE2O11). The 15Ofoot buffer was determined the distance needed along 21 miles ofthe lower Green River to provide effective shade necessary to reduce water temperatures and increase dissolved oxygen with the objective ofmeeting the State'uWater Quality Standards. The SVV|FMap 2mapped segments n[75 to1U0feet distances atthe project site and the critical shade needed at this site (High�medium, and low segments) likely account for existing facilities and trees and the site's aspects relative to the sun. Green River shading needs isnot just anabstract environmental consideration. Asstated inKing County'sGreen River SWIF Current Conditions Report Aquatic, Floodplain, and Riparian Habitat Technical Memorandum (King County and Nonnandeau(2O14).- "Water temperature isacritical limiting factor in the study area. High water temperatures stress adult salmon and reach lethal temperatures during hot summers. High temperatures also substantially reduce rearing 1an-cr~ 1/3 1n/9000 mo habitat potential and cause juvenile zelnonidshomigrate downstream more quickly than islikely desired /n the late spring and summer " This statement is substantiated by continuous water temperature data collected in 2015 by the City of Kent at the "Briscoe" levee site (FigunoA+11 from King County, 2017; httg��ou�N uc2880�pdf). From the data, you can see that this reach ofthe Green River experienced water temperatures that not only exceeded the State Standard of 17.5 degrees C. but also exceeded the 22 degrees C lethal threshold for adult salmon over several dates between July and August. Lethal and sublethal effects from water temperatures means likely reduced survival and production of salmon that support the Tribe's treaty-p rote cted fisheries. Loss uftrees for future wood recruitment 5. The project is removing two Douglas Fir trees that are 16" and 18" DBH respectively and two unspecified deciduous trees that are 0''and 14^DBHrespectively within 2U8feet ofthe river. All four ofthese trees should beplaced back in the Green River as partial mitigation for the temporal loss of future wood recruitment needed to create and maintain salmon habitat. VVerecognize that the applicant ialimited todothis mitigation work onsite;however, King County and Kent are both permitting levee setback and restoration projects on the Green River not far from this site onbehalf ofthe KCFlood District. The trees should beused atone ormore ofthese project sites. Stonnwatertneo8nent - 8. We maintain our recommendation to have oil control on the stormwater facilities that will ultimately discharge to the Green River to protect salmon. The VVDOE manual in behind the best available science on this topic. Please let me know if you have any questions. Thank you, Karen Walter Watersheds and Land Use Team Leader Mucklex0mot Indian Tribe Fisheries Division Habitat Program 30015-� A�ncl Ave SE Aubvm, WA980g2 253'876'3116 From: Lindsay Brown [maiIto:Undsay.Brown@Tukwi|aWA.gov] Gent: Thursday, September 27, 2018 10:17AM To: Karen Walter Subject: Vietnamese Martyrs Church revisions- please review by Oct 5 Hi Karen, Padke1emaUedfor comments 9.26.201.8 has most relevant materials resubmitted by the applicant on Tuesday. I'd appreciate your comments by October 5th, as it is scheduled for hearing on October 25th. The revisions include many changes 10the site, landscaping and lighting p|ans,indudinginCreased|andscaping and trees along the perimeter of the parking lot on the south and east sides of the site, and public shoreline access at the bridge. 1a»co~1 97 cm 10/912018 ma unuoay. Thank you so much for reviewing this. I need comments back by October 5th, as it's scheduled for hearing on October25th. best Lindsay Lindsay Norris Brown, Assistant Planner pronouns:shp/her/hers Department ofCommunity Development City nfTukwila 69OOSouthcenterB|vd,Suite lO0 Tukwila, WA 98188 206-433'7166 The City ofoppQF-,/�ib/the corn -unity olf choKle, CAUTION: This ernail originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown nrsuspicious origin. 1uI1-oo=1nm ��'Vt Martyrs Church � /�� v�f��[)���l(��(� /v/�]�� [� `_/ /[]��/ / �)( �/ Application r` |i(-����{][l rr Karen Walter <KWalter@muckleshoot.nsn.us> n�Lindsay Brown ~LmdsayBmwn@TukvAa@Agov', [}|10 OO�� Notice ' � ����[l��[)[l, / � /u-uvz�c_, [}/ Taboreta|'Ai-til-hghting{)ctl4-Z00.pdtFakhi-2O1'UghoPollution article ]numalofEnvironmental Manag N/lap1LoweGreen River Riparian Aspect Priorities (MIT 2013) pdf Lindooy, Thank you again for providing us with some of the requested information for the Vietnamese MartyrsChurch Expansion project referenced above. We have reviewed this information and offer additional comments to this project: In addition our previous comments regarding potential concerns regarding impacts to Muckieshoot Tribal members' ability to access their fishing sites near and along this project site, the project needs \oavoid further impacts tusalmon and their habitats as follows: 1 Plant native conifer trees that can provide shade and block artificial light from reaching the Green River all along the project boundary areas. Currently the site plan is shown few conifer trees and mostly deciduous trees to be planted inselect areas. At times, the Green River is current experiences lethal and sublethal temperature levels that are adversely affecting returning adult salmon by causing pre -spawning mortality or reducing the fecundity of gravid female salmon. Shade iolacking along most areas nfthe lower Green River,including this project site. Shade needs vary from critical to low (but still needed) on this site depending on location (see attached Shade Map). Atee planting analysis that evaluates the proposed plan and its ability to provide sufficient shade from the project site is needed. 2. Artificial lighting from new and existing lights needs tobecarefully located and managed koavoid/minimize impacts tonutmigmdnQjuvenile salmon. As we have noted with other projects along the Green River, artificial lighting can disrupt juvenile salmon's outmigntion behavior-, increase visibility for salmon predators both in+waterand adjacent, thus may increase predation risks. These impacts are described further inthe second attachment. Adecrease in salmon survival has implications for tribal members' and their ability to exercise their treaty rights for fishing. More information and potentially analysis isneeded about the nighttime lighting proposal and its potential impacts to salmon at this location and cumulatively. Anassessment ofpotential spillover from nighttime lighting onto the Green River aswell aoincreased skyg|owlighting isneeded, The impacts ofartificial lighting need Nbeconsidered inlight ofwhere tall trees are being planted, Voo. to take advantage of screening from the trees. 3. The Preliminary Technical Information Report indicates that the site does not rely on existing flood protection facilities (pegeQ), This seems to be an error as there is an existing Green River levee that runs along the shoreline on 3 sides of this project which is providing the site (and other areas) with Mood protection. In fact, the City ofTukwila, King County, and the U.S. Army Corps of Engineers are currently working on a significant levee repair/replacement project on this side of the river under the Tukwila 205 project. 4. The project should be provided oil control for stormwater because the project ultimately discharges stormwater to the Green River and can adversely affect juvenile salmon as a result which are particularly sensitive to PAH compounds 1an-co~1 1/3 6/5/208 mail in stonnwater. VVeappreciate the opportunity k/review this proposal and look forward toadditional information and potential project changes toaddress these concerns. If you have questions, please let me know. Best regards, Karen Walter Watersheds and Land Use Team Leader Muckleohmot Indian Tribe Fisheries Division Habitat Program 39015-4172'uAwy3E Auburn, WA980y2 253-876-3116 From: Lindsay Brown [maUhj:Undsay.Bnown@TukwUaVVAgov] Sent Thursday, May 24,2O18 2:59 PM To: Karen Walter Subject: Re: Vietnamese Martyrs Church Expansion, PL18'0022, Notice of Application Hi Karen, Thanks for your email and interest inthis project. Theattach/nentsaretoo|argetosendviaennai|,butyoucan access all of the application materials through our online permitting system, e-Trakit. Athttoc//)ermithng.tukwi|aw/a.gov(you can type in PL18'OO23under "Land Use Projects" andseethesuh- app|icahons/E18-OOO45EPA,L18'0O2SShore|ine,L18'OOZ6DesignReview4andL18'UO27Conditinna/Use Permit) and submitted documents under "Attachnnents" If you have any trouble accessing these, let me know and I'll set up an FTP site to get you those documents. Thanks, also for your comments on the proposed ramp- I will save that diagram of shoreline priority areas for reference for this project and other Shoreline projects. Take care, Lindsay Lindsay Norris Brown, Assistant Planner Department ofCommunity Development City ofTukwila 630O5outhcentcrB|vd,Suite l00 Tukwila, WA 98188 206-433'7166 rYBcitVof Cf chOce, From: Karen Walter «KVVaIter@rnuck|eshoot. snus, Sent: Thursday, May 24,2O1OZ:33:21PK4 To: Lindsay Brown Subject: Vietnamese Martyrs Church Expansion, PI-18-0022, Notice of Application 1m1-ou~I 2/3 We have reviewed the Notice of Application postcard for the proposed Vietnamese Martyrs Church expansion project referenced above and need additional information to fully evaluate this project: Complete site plans including the location of trees to be removed, any new fencing or other measures that would change how the Green River and its trail could be accessed from the property. Rationa|e/arboristsreport for tree removals; StornnvvaterTechniCa| Information Report Please note that we previously commented on this site's previous proposal to pave a road and construct a ramp the berm along the Green River (see attached). The City and the applicant should know that Muckleshoot fishers access treaty -protected fishing sites along this project area. Access tothe tribe's fishing sites must not beadversely affected bythis project. We appreciate the opportunity to comment and look forward to receiving the requested information. We may have further comments subsequently. Thank you, Karen Walter Watersheds and Land Use Team Leader Muckleshoot Indian Tribe Fisheries Division Habitat Program 39015-A 1zr''Ave ss Auburn, wweanyz 253'876'3116 1uI1-vv~1 nm