10-104872 (2)SITE PLAN
SCALE: 1'=40'-0"
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PROJECT DIRECTORY
OWNER: JAE LEE
KOREAN-AMERICAN
CALVARY BAPTIST CHURCH
FEDERSA 8 WAYV WA 98003
PHONE: 206-571-4621
ARCHITECT: BENNY KIM
7415 LAKE BALLINGER WAY
PHONE:0DS 6-384-3317
CONTRACTOR: TBD
SCOPE OF WORK
NEW 23,000 SF CHURCH, 7,980 SF COVERED SPORTS
COURT AND NEW 122 PARKING STALLS
PROJECT IDENTIFICATION
APPLICABLE CODES
ZONING CODE CITY OF FEDERAL WAY MUNICIPAL CODE
BUILDING CODE 2009 INTERNATIONAL BUILDING CODE W/ STATE AMENDI
FIRE CODE 2009 INTERNATIONAL FIRE CODE
ENERGY CODE 2009 WASHINGTON STATE ENERGY CODE
MECHANICAL CODE 2009 INTERNATIONAL MECHANICAL CODE
PLUMBING CODE 2009 UNIFORM PLUMBING CODE
ELECTRICAL CODE 2009 NATIONAL ELECTRICAL CODE
ACCESSIBILITY CODE 2009 INTERNATIONAL BULDING CODE, ICC A117.1-2003
BUILDING ADDRESS:
37515 8TH AVE S
FEDERAL WAY, WA 98003
PARCEL ID: 0220263150
ZONING: RS35.0
LOT SIZE: 291,852 SF
EXISTINGLBUILDING'OTO REMAiN:S48R1Y9'Sr,980
EMOLI ION: 43074RSF
PROPOSED OCCUPANCY TYPE CONSTRUCTION TYPE:
A B�, F300 SOCCSKt(SEATS)
OCCUPANCY GROUP
A-3 CHURCH (303)
BUILDING WILL BE PERMITTED AS MIXED OCCUPANCIES
(508.3)
NONSEPARATED USES (508.3.2)
BUILDING HEIGHTS AND AREAS ALLOWABLE HEIGHTS AND AREAS FOR USE A-3)
ALLOWABLE HEIGHT (TABLE 503
1
HEIGHT MODIFICATIONS (504.2)
1
TOTAL ALLOWABLE HEIGHT
2 STORIES 60'
HEIGHT PROVIDED
1 STORIES X-C
ALLOWABLE BUILDING AREA PER FLOOR (TABLE 503)
6,000 SF
INCREASE PER AUTOMATIC SPRINKLER (504.2)
18,000 SF PER FLOOR (300%)
TOTAL ALLOWABLE AREA
24,000 SF PER FLOOR
AREA PROVIDED
20,000 SF
LOT COVERAGE: 35,792 SF 121
IMPERVIOUS AREA: 103,000 F 5.3%)
TOTAL PROVIDED PARKING: 122 STALLS
PROVIDED ACC STALL: 5 ON SITE
TOTAL REQUIRED PARKING: 100 STALLS
REQUIRED ACC STALL: 5 STALLS
RS35.0 SETBACKS
FRONT SIDE
IBUILDINGRHEIGHT ALLOWED: 30 FT, NOT TO EXCEED 55 FT
TOP OF ROOF RIDS 36 FT ABOVE GRADE
TOP OF CHURCH SI N. 45 FT ABOVE GRADE
EGRESS CALCULATIONS:
OCCUPANCY A-3 NEEDS TWO MEANS OF EGRESS FOR
MORE THAN 50 OC6UPANT LOAD PER IBC SECTION 1015.1 TABLE 1015.1)
EXITS PROVIDED: F UR
EXIT ACCESS TRAY DISTANCE:
-250 FEET WITH F BE SPRINKLER SYSTEM
DEAD END CORRIDOR: 20 FEET
EXIT SIGNS:
EXIT DOORS W/ EMERGENCY BATTERY BACKUP
EMERGENCY LIGHTING:
90 MIN BATTERY OPERATED EMERGENCY LIGHTING AND 1 FOOT CANDLE
AT WALKING SURFACE LEVEL
REQUIRED PLUBBING FIXTURE PER IBC TABLE 2902.1
MALE: 150 OCC / 150 = 1 WC, 1 LAV
FEMALE: 150 OCC/ 75 = 3 WC, 1 LAV
PLUMBING FIXTURE PROVIDED
MALE: 3 WC, 3 URINALS, 4 LAV, FEMALE: 5 WC, 4 LAV
NEW BUILDING INSULATION - U AND R VALUES (PRESCRIPTIVE)
GABLE ROOF: R-30 (U=0.036)
OPAQUE WALLS: R-19 (U=0.062)
OPAQUE DOORS: U=0.60
SLAB ON GRADE: R-10 (U=0.54)
VERT GLAZING: 1/2" INCH ARGON, LOW-e, FIXED WITH U=0.55, SHGC=0.45
OVERHEAD GLAZING: 1/2" INCH ARGON, LOW-e, FIXED WITH U=0.70, SHGC=0.45
PER WSEC 2006 TABLE 13-1 FOR CLIMATE ZONE 1
LEGAL DESCRIPTION
322104 91 Beg Se Car Of S 1/2 Of Se 1/4 Of Nw 1/4 Th W Alg S Ln
Of Sub 555.5 Ft Th Nely Aig A Fence Ln To Pt On N Ln Of Sub 520 Ft
W Of Ne Car Sd Sub Th E To Sd Ne Car Th S To Beg Less Beg At Se
Car Of Se 1/4 Of Nw 1/4 Th W On S Ln Of Subd 265 Ft To Tpob Th
Contg W 150 Ft Th N Plw E Ln 270 Ft Th E 150 Ft Th S 270 Ft To
Tpob Less Co Rds - Portion Taxable Beg Se Car Of S 1/2 Of Se 1/4
Of Nw 1/4 Th W Alg S Ln Of Sub 555.5 Ft Th Nely Alg A Fence Ln To
Pt On N Ln Of Sub 520 Ft W Of Ne Car Sd Sub Th Eta Sd Ne Car Th
S To Beg Less Beg At Se Car Of Se 1/4 Of Nw 1/4 Th W On S Ln Of
Subd 265 Ft To Tpob Th Contg W 150 Ft Th N Plw E Ln 270 Ft Th E
150 Ft Th S 270 Ft To Tpob Less Co Rds - Portion Exempt
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NOV 18 2010
CITY OF FEDERAL, WAY
SITE PLAN
FILE 21009
A— 0.1
CONCEPTUAL GRADIN'G, DRAINAGE,
_ KOREAN—AMERICAN CALVARY BAPTIST CHURCH
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SURVEY n INFORMATION
SITE ADDRESS
NARRATIVE
37515 8TH AVE.SOUTH
A FIELD TRAVERSE USING A ^QEO0METER 810^ ROBOTIC, AND °TSC2° DATA
FEDERAL WAY, WASH|NQTON 98803
COLLECTOR SUPPLEMENTED WITH FIELDNOTES WAS PERFDRMED, ESTABLISHING
PARCEL NO. 0220283150
THE ANGULAR DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS,
PROPERTY UNE3, AND TOPOGRAPHIC FEATURES AS SHOWN HEREON. A "UETZ 8-2A"
ZONING
AUTOMATIC LEVEL WAS USED TO CHECK AND [EJA8USH THE ELEV4MON OF
SINGLE FAW|-� RESIDENTIAL R835^0
BENCHMARKS AND CONTROL POINTS. THE RESULTING DATA MEETS OR EXCEEDS THE
STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090.
SITE
TOTAL SITE AREA = 8.47 ACRES m 281.731 SF
CALCULATED LAND AREA:
MAX. EX' SLOPE ON SITE = 18%
28/,731 -+ SQUARE FEET (6.4-68-4 ACRES)
BUILDING
BASIS OF BEARINGS
PROPOSED FLOOR AREA = 23,080 SF±
THE BASIS OF BEARINGS IS THE BEARING BETWEEN 00DOT 116AND 08DUT2788^
CONSTRUCTION TYPE = V8 FIRE SPRINKLER
TAKEN AS NORTH 55!54/34^ [AST.
OCCUPANCY = A-3. 300 OCCS (SEATS)
HORIZONTAL DATUM
EXISTING BUILDING TO REMAIN = 4,812 SF
BASED UPON NORTH AWERK�N DATUM OF 1983 - 7 (MOT)
'`~~ ^'~~^~
EXISTING BUILDING TO DEMOLITION = 4,374 SF
` ^
Y0SH|NGT}N STATE PLANE COORDINATE SYSTEM, NORTH ZONE
PARMJNG
PROPOSED rAfm/ws u/*uS = 122
VERTICAL DATUM
PROPOSED ACC PARKING STALLS = 5
NATIONAL GEODETIC VERTICAL DATUM OF 1929 - N8VD 29 - FEDERAL WAY POINT BW2200-32'
REQUIRED PARKING STALLS = 100
TAKEN AS 280.030 FEET
REQUIRED ACC PARKING STALLS = 5
NOTES
1. UNDERGROUND UTILITIES AND FEATURES DEPICTED HEREON ARE BASED ON
FIELD OBSERVATIONS AND MARKINGS ONLY. THE TRUE L0CAOON, NATURE AND/OR
EXISTENCE OF BELOW GROUND FEATURES, DETECTED OR UNDETECTED, SHOULD BE
VERIFIED.
2. ALL TITLE INFORMATION WAS DERIVED FROM CH|OAGO TITLE INSURANCE COMPANY'S
A.LT.A. COMMITMENT (THEIR ORDER NO. 1256436) DATED APR|L 14, 2009 AT 8:00
A.M. BARCHAUS[N CONSULTING ENGINEERS, INC. HAS RELIED WHOLLY ON CH|[AGD'S
REPRESENTATIONS AS TO THE CONDITION OF TITLE AND HAS CONDUCTED NO
INDEPENDENT RESEARCH INTO MATTERS OF TITLE
BEGINNING AT THE SOUTHEAST CORNER OF THE SOUTH HALF OF THE SOUTHEAST
QUARTER OF THE NORTHWEST QUARTER OF SECTION 32, TOWNSHIP 21 NORTH,
RANGE 4 EA3T, VY>LU0ME7T[ MERIDIAN, /N KING COUNTY, VASH)NQTON;
THENCE ON THE SOUTH LINE OF SAID SUBDIVISION WEST 555.5 FEET;
THENCE NORTHEASTERLY ALONG A FENCE LINE TO A POINT ON THE NORTH LINE OF
SAID SUBDIVISION 520 FEET WEST OF THE NORTHEAST CORNER OF SAID
SUBDIVISION;
THENCE ON SAID NORTH UN[ EAST 520 FEET TO THE EAST LINE OF 04D
SUBDIVISION;
THENCE SOUTH TO THE POINT OF BEGINNING;
`
EXCEPT THE SOUTH 30 BB DEEDED TO KING COUNTY FOR ROAD BY DEED
RECORDED UNDER RECORDING NO. 3022388;
AND EXCEPT THE RIGHT-OF-WAY FOR 8TH AVENUE SOUTH`
AND ALSO EXCEPT THAT PORTION OF THE SOUTHEAST QUARTER OF THE NORTHWEST
QUARTER OF SECTION 32, TOWNSHIP 21 NORTH, RANGE 4 EAET, VY/LLAMET7E
MERIDIAN, IN KING COUNTY VWASH>N{TON, BEGINNING AT THE SOUTHEAST CORNER
OF SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER;
THENCE ON THE SOUTH LINE OF SUBDIVISION WEST 285 FEET TO THE TRUE POINT
OF BEGINNING;
THENCE CONTINUING ON SAID SOUTH LINE 150 FEET,
THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID SUBDIVISION 270 FEET;
THENCE EAST PARALLEL WITH THE SOUTH LINE OF SAID SUBDIVISION 150 FEET;
THENCE SOUTH PARALLEL WITH THE EAST LINE OF SAID SUBDIVISION 270 FEET TO
THE TRUE POINT OF BEGINNING.
SPECIAL EXCEPTKOW
1'[ASEM[NT AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR:WADEL[|NE J. JUSTUS
GRANTEE:N|NA K0S|NGER, TRUSTEE OF THE [DA |. 3CHULER LIVING TRUST DATED
MAY 2, 2002
PURPOSE- WATER LINE
AREA AFFECTED: PORTION OF SAID PREMISES
RECORDING NO.: 20038603003023
NO DESCRIPTION
2.D[CLARATON OF COVENANT AND THE TERMS AND.CONDITIONS THEREOF:
MADE 8YGEDRGE R. JUSTUS AND MAOELE|NE J' JUSTUS
RECORDING NO.: 8406210734
REGARDING: SEPTIC TANK DRNNRELD
J.UCENSE TO THE CITY OF FEDERAL VO4Y TO ENTER, INSPECT AND PERFORM
NECESSARY MAINTENANCE RECORDED UNDER RECORDING NO. 18990914001170.
4'R|GHT TO MAKE NECESSARY SLOPES FOR CUTS DR FILLS UPON PROPERTY
HEREIN DESCRIBED AS GRANTED IN DEED:
GRANTEE:K|NG COUNTY, WASH|NGFON
RECORDED: DEC[MQER 2. 1938
RECORDING NO.: 3032388
BLANKET
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