94-101795p 1 A PORTION CF THE SW 1/4 OF SECTION 22, TWP. 21 N., RGE.- A E., W.M.
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VEGETATION
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EDGE OF
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LAKE KILLARNEY \--
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NDE7( OF DRAW111C5
VICINITY MAP ice' KEY S EBEET SDI FOIJCRAI NOTES
2 KEY SHEET SDI GENERAL N PAN
3 32,d AVE. S. ROADWAY IMPROVEMENTS S1.2 2m FLOOR
YE S ROADWAY IMPROVEMENTS 51 3 3TE_-
5
6
32N4 AVE. S. ROADWAY IMPROVEMEMS S1.4 ARI FLOOR
RM PUN
STOW OPANACE A GRADING PLAN SI.5 ROOF P(µ
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FLOR&ROSECTIONS
FLOOR A ROOF SECTIONS
10
DETAILS AND NOTES S3.3
FLOOR A ROOF SECTIONS
I
It
DETALS AND NOTES S4.1
NOTES S4.2
FRAME ELEVATIONS\
FRAME ELEVATIONS
I
12
13
DUALS AND
T.E.S.C.P. WIDSGWNG
A HOLES
T.E.S.C.P. DEALI
LANDSCAPE
-"--
ftHITErnLS
L2
IRRIGATION PUN
1
AIA
SITE PLAN
Al
A2.1
SITE DETNLS
GROUND FLOOR PLAN
I
A2.2
SECOND FLOOR PI,NI
-
A2.3
A2.4
T1NRD FLOOR PLAN
FOURTH FLOOR PLAN
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1
1
A2.5
ROOF PUN
270.97 • -E
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A4
EXTERIOR ELEVATIONS
WALL SECTIONS
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WALL SECTIONS
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DETAIL CORE PLAN A 1NIERIOR ELEVATIONS
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AS.?
DUAL CORE PUN a INTERIOR ELEVATIONS
n
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DOOR SCHEDULE h DETAILS
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AT
WSC. DUALS
AY.2
'ISO DEALS
M.I
GRAND FLOOR REFLECTED CEILING P1A4
AS2
SECOND FLOOR REFLECTED CKING PUN
A63
THIRD FLOOR REFLECTED CEANG PLAN
ASA
FOURTH FLOOR REFLECTED CEILING PUN
OIL
SCALE 11. 40'
50 25 0 50 100
FILE
GENERAL NOTES:
1. REFER TO STRUCTURAL DRAWINGS BY ENGINEERS NORTHWEST
FOR ALL FOUNDATION AND $TRUCTURAL DETAIL REQUIREMENTS.
CONTACT! JOSE PARADA 525-7560
2. REFER TO Cl DRAWINGS BY E S.M FOR ALL SITE UTILITIES,
STORM DRAINAGE, GRADING AND SITE DIMENSIONAL CRITERIA.
CONTACT: LARRY PETERSON 838-6t13
3. REFER TO LANDSCAPE DRAWINGS BY KEN LONEY AND ASSOC.
FOR ALL PUNTING MATERIALS. LOCATIONS AND IRRIGATION
REQUIREMENTS. CONTACT: KEN LONEY 526-1426
4, REFER TO MECHANICAL DRAWINGS BY McKINSTR'Y ENGINEERING
FOR ALL WAG, PLUMBING, AND. SPRINKLER DESIGN REQUIREMENTS.
ALL DESIGN AND INSTALLATION SHALL COMPLY WITH THE
WASHINGTON STATE ENERGY CODE. CONTACT: REAGAN PERRY
762-3311
5. REFER TO ELECTRICAL DRAWINGS BY VECA ELECTRIC FOR ALL
SITE, BUILDING AND EXIT UGHTING PATHWAY ILLUMINATION
AND COORDINATION WITH SECURITY. FIRE ALARM AND MECH-
ANICAL SYSTEMS. ALL DESIGN AND INSTALLATION SHALL
COMPLY WITH THE WASHINGTON STATE ENERGY CODE.
CONTACT. GREGORY VAIL 635-0505
6. REFER TO DRAWINGS BY COM GROUP INC. FOR ALL
TELEPHONE, COMPUTER AND COMMUNICATIONS REQUIREMENTS.
.CONTACT: JARL DYRUD 462-0770
7. QUICK RESPONSE SPRINKLER HEADS AS REQUIRED AND
PERMITTED BY CODE WITH A WRITTEN FIRE/UFE SAFETY
EMERGENCY EVACUATION PUN APPROVED BY THE CITY
OF FEDERAL WAY FIRE MARSHAL AND BUILDING DEPARTMENT
SHALL BE PROVIDED IN LIEU OF AREAS OF EVACUATION
ASSISTANCE PER WAD 51-20-3104
8. SELECTED WINDOW WALL AND CURTAIN WALL SUPPLIER TO BE
RESPONSIBLE FOR STRUCTURAL CAPACITY AND DESIGN OF
SELECTED WINDOW SYSTEMS. SUBMIT STRUCTURAL CALCULATIONS
AND SHOP DRAWINGS STAMPED BY A WASHINGTON STATE
REGISTERED STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.
9. PRE -FABRICATED STAIR SYSTEM SUPPLIER TO BE RESPONSIBLE
FOR STRUCTURAL DESIGN AND CAPACITY OF STAIR SYSTEM.
PROVIDE STRUCTURAL CALCULATIONS AND SHOP DRAWINGS
STAMPED BY A WASHINGTON STATE REGISTERED STRUCTURAL
ENGINEER FOR REVIEW AND APPROVAL.
LEGAL DESCRIPTION
THAT PORTION OF THE SOUTHWEST QUARTER OF SECTION 22,
TOWNSHIP 21 NORTH, RANGE 4 EAST WM, KING COUNTY,
WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS
COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST
QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 22:
THENCE ALONG THE NORTH UNE OF SAID SUBDIVISION.
S 89'10'04' E. 909.47 FEET TO THE NORTHWESTERLY CORNER
OF LOT 2 OF THE UNRECORDED PUT OF 'lAl)E KILLARNEY SHORE
LANDS' AND THE TRUE BEGINNING; }
THENCE ALONG THE WESTERLY LINE OF LOTS 2 THROUGH 11 OF
SAID UNRECORDED PUT, S 2754'43' W, 345.00 FEET TO THE
ANGLE POINT AS SHOWN ON SAID LOT 11;
THENCE CONTINUING ALONG THE WESTERLY LINE OF LOTS 11
THROUGH 17 OF SAID UNRECORDED PLAT, $ 06.04'43- W,
180.60 FEET TO THE EASTERLY EXTENSION OF THE CENTERLINE
OF SOUTH 349TH STREET;
THENCE ALONG SAID EASTERLY EXTENSION, N 884215 W. 705.36
FEET TO THE EASTERLY MARGIN OF 32NO AVENUE SOUTH;
THENCE ALONG SAID EASTERLY MARGIN, N 0956'39" E, 577.28 FEET
THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 17*38'36" E.
104.40 FEET;'
THENCE CONTINUING ALONG SAID EASTERLY MARGIN, N 03'48'2S E.
195.00 FEET; I
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THENCE S 8111'37' E. 896.23 FEET; n
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THENCE S 11'29'20' W. 270.91 FEET TO THE TRUE POINT OF
BEGINNING.
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DEVELOPMENT STATISTICS
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BUILDING AREA
150,045 S.F.t
3
PARKING REQUIRED 0 1/300
501 STALLS
3
PARKING SHOWN -
522 STALLS (3.45/1000) (24x OQMRpDT{) u l
m
ZONING
OP-1 WITH MODIFICATIONS
CODES
4991 UBC
FEDERAL WAY ZONING
,(Q
CONSTRUCTION TYPE
11-FR SPRINKLERED
i
OCCUPANCY GROUP
B-2 - .OFFICE, A2.1 - CHAPEL
i
❑
TOTAL SITE AREA
664.290 S.F.3 15,25 AC.)
^TIC
-UPLAND SITE AREA
438,214 S.Ff 10.06 AC.)
i
100' BUFFER AREA
89,298 S.F.t 100% PERVIOUS).
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O
SITE TO LAKE EDGE.
527,512 S.F.t 12.11 AC.)
f
4
BUILDING/UPLAND R.
34.24%
TOTAL UPLAND IMPERVIOUS AREA
224,137 S.F3 (51%)
v
• UPLAND SITE AREA IS ALL LAND WEST OF 100' LAKE AND WETLAND BUFFER
_