TOE OF SLOPE

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BUS

TRACT 8

15'DWY

88.3'

34.5'

ASPHALT ROADWAY

ASPHALT ROADWAY ASPH

PSS( R

) - DO

WN

7 .5'

ACACCACPACSTADADDMADJAFFAHUALTALUMANODAPPROXAPTARCHAUTOAVAWP

BBBDBLDGBLKGBOBOTBRGBRZBSMTBUR

CABCBCEMCERCGCHCICJCIPCLCLGCLOCLRCMUCOCOLCOMMCONCCONNCONSTRCONTCORRCPTCSWKCTRCU

DDBLDEMODETDFDIADIAGDIMDIVDMPFDNDRDSDWDWGDWR

EEIFS

EJELELECELEVENCLEPEQEQUIPESCALEXHEXPEXIST

FAFCIO

FDFDC

FDTNFEFEC

FHFHCFIGFINFLEXFLRFLUORFOFOIC

FPFRFRMGFRTFTFTGFUTFVCFWCFWP

GAGALVGENGFRC

GFRG

GFRP

GLGYPGYP BD

HHBHCWDHDHDBDHDWHDWDHMHOHORIZHRHTHVAC

ASPHALTIC CONCRETEACCESSIBLEACOUSTICAL CEILING PANELACOUSTICALAREA DRAINADDENDUMADJUSTABLEABOVE FINISHED FLOORAIR HANDLING UNITALTERNATEALUMINUMANODIZEDAPPROXIMATEAPARTMENTARCHITECT, ARCHITECTURALAUTOMATICAUDIO VISUALACOUSTICAL WALL PANEL(S)

BULLETIN BOARDBOARDBUILDINGBLOCKINGBOTTOM OFBOTTOMBEARINGBRONZEBASEMENTBUILT UP ROOFING

CABINETCATCH BASINCEMENT, CEMENTITIOUSCERAMICCORNER GUARDCOAT HOOKCAST IRONCONTROL JOINTCAST-IN-PLACECENTERLINECEILINGCLOSETCLEARCONCRETE MASONRY UNITCLEAN OUT, CASED OPENINGCOLUMNCOMMUNICATIONCONCRETECONNECTION, CONNECTCONSTRUCTIONCONTINUOUS, CONTINUECORRIDORCARPETCASEWORKCENTERCUBIC

DEEP, DEPTHDOUBLEDEMOLISH, DEMOLITIONDETAILDRINKING FOUNTAINDIAMETERDIAGONAL, DIAGRAMDIMENSIONDIVIDE, DIVISIONDAMPPROOF, DAMPPROOFINGDOWNDOOR, DRESSING ROOMDOWNSPOUTDISHWASHERDRAWINGDRAWER

EASTEXTERIOR INSULATION ANDFINISH SYSTEMEXPANSION JOINTELEVATIONELECTRIC, ELECTRICALELEVATORENCLOSE, ENCLOSUREELECTRIC PANELEQUALEQUIPMENTESCALATOREXHAUSTEXPANSION, EXPOSEDEXISTING

FIRE ALARMFURNISHED BY CONTRACTOR/INSTALLED BY OWNERFLOOR DRAINFIRE DEPARTMENTCONNECTIONFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHERCABINETFIRE HYDRANTFIRE HOSE CABINETFIGUREFINISH, FINISHEDFLEXIBLEFLOOR, FLOORINGFLUORESCENTFACE OF, FINISHED OPENINGFURNISHED BY OWNER/INSTALLED BY CONTRACTORFIRE PROTECTION, FIREPROOFFRAME, FIRE RATEDFRAMINGFIRE RETARDANT TREATEDFOOT, FEETFOOTINGFUTUREFIRE HOSE VALVE CABINETFABRIC WALL COVERINGFABRIC WRAPPED PANEL(S)

GAGEGALVANIZEDGENERAL, GENERATORGLASS-FIBERREINFORCED CONCRETEGLASS-FIBERREINFORCED GYPSUMGLASS-FIBERREINFORCED PLASTICGLASSGYPSUMGYPSUM BOARD

HIGHHOSE BIBBHOLLOW CORE WOODHAND DRYERHARDBOARDHARDWAREHARDWOODHOLLOW METALHOLD OPENHORIZONTALHOURHEIGHTHEATING, VENTILATING, AND AIR CONDITIONING

IDINCLINFOINSULINTIWD

JANJT

KIT

LLAMLAULAVLTLTG

MASMATLMAXMECHMEDMEMBMEZZMGT

MFRMHMINMISCMOMSMTDMTLMVBL

NNICNONOMNTS

OCOHODOPNGOPPORDOTS

PBDPRCSTPDPERPPLAMPLASPLYWDPNLPLPRPRKGPROPPTPTN

RRCPRDREFREFREINFREQDREVRFGRMRORT

SSCWDSCHEDSDSECTSGLSHTSHTHGSIMSPECSPKLRSPKRSQSSSSTSTCSTDSTLSTORSTRUCTSUSP

TT&GTELTEMPTERTHKTMPDTOTSTATTVTYP

UGNDUNFINUON

VERTVESTVNRVRVWC

WW/W/OWCWDWHWP

WRWTWWF

XFMR

INSIDE DIAMETERINCLUDE, INCLUDINGINFORMATIONINSULATE, INSULATIONINTERIORINDIRECT WASTE DRAIN

JANITORJOINT

KITCHEN

LONGLAMINATE, LAMINATEDLAUNDRYLAVATORYLIGHTLIGHTING

MASONRYMATERIALMAXIMUMMECHANICALMEDIUMMEMBRANEMEZZANINEMANAGEMENT

MANUFACTURE, MANUFACTUREMANHOLEMINIMUM, MINUTEMISCELLANEOUSMASONRY OPENINGMOP SINKMOUNTEDMETALMOVABLE

NORTHNOT IN CONTACTNUMBERNOMINALNOT TO SCALE

ON CENTEROVERHEADOUTSIDE DIAMETEROPENINGOPPOSITEOVERFLOW ROOF DRAINOPEN TO STRUCTURE ABOVE

PARTICLEBOARDPRECASTPLANTER DRAINPERPENDICULARPLASTIC LAMINATEPLASTERPLYWOODPANELPROPERTY LINEPAIRPARKINGPROPERTYPAINT, POINT, PRESSURE TREATEDPARTITION

RADIUS, RISERREFLECTED CEILING PLANROOF DRAIN, ROADREFER TO, REFERENCEREFRIGERATORREINFORCED, REINFORCINGREQUIREDREVISED, REVISIONROOFINGROOMROUGH OPENINGRIGHT

SOUTHSOLID CORE WOODSCHEDULESTORM DRAINSECTIONSINGLESHEETSHEATHINGSIMILARSPECIFICATIONSPRINKLERSPEAKERSQUARESERVICE SINKSTAINLESS STEELSOUND TRANSMISSION CLASSSTANDARDSTEELSTORAGESTRUCTURALSUSPENDED

TREADTONGUE AND GROOVETELEPHONETEMPERATURE, TEMPORARYTERRAZZOTHICK, THICKNESSTEMPEREDTOP OFTHERMOSTATTELEVISIONTYPICAL

UNDERGROUNDUNFINISHEDUNLESS OTHERWISE NOTED

VERTICALVESTIBULEVENEERVAPOR RETARDERVINYL WALLCOVERING

WEST, WIDEWITHWITHOUTWATER CLOSET, WALLCOVERINGWOODWALL HYDRANTWEATHERPROOF, WATERPROOF,WATERPROOFING, WORK POINTWATER RESISTANTWEIGHTWELDED WIRE FABRIC

TRANSFORMER

MFL MAXIMUM FORESEEABLE LOSS

ARCHITECT: ROLLUDA ARCHITECTS105 S MAIN ST, SUITE 323SEATTLE WA, 98104TEL: (206) 624-4222CONTACT: SAM CAMERONEMAIL: SAM@ROLLUDAARCHITECTS.COM

CIVIL: DCI ENGINEERS818 STEWART ST, SUITE 1000SEATTLE, WA 98101TEL: (206) 332-1900CONTACT: DARREN SIMPSONEMAIL: DSIMPSON@DCI-ENGINEERS.COM

STRUCTURAL: DCI ENGINEERS818 STEWART ST, SUITE 1000SEATTLE, WA 98101TEL: (206) 332-1900CONTACT: BRENT ROBINSONEMAIL: BROBINSON@DCI-ENGINEERS.COM

MECHANICAL: FSI CONSULTING ENGINEERS506 SECOND AVE, SUITE 700SEATTLE, WA 98104TEL: (206) 622-3321CONTACT: MICHAEL ESHELMANEMAIL: MIKEE@FSI-ENGINEERS.COM

GEOTECHNICAL: ROBINSON NOBLE17625 130TH AVE NE, SUITE 120WOODINVILLE, WA 98072TEL: (425) 488-0599CONTACT: RICK POWELLEMAIL: RPOWELL@ROBINSON-NOBLE.COM

OWNER/DEVELOPER: ANJUMAN E BURHANI15252 NE 51ST STREETREDMOND, WA 98052TEL: (425) 443-9520CONTACT: ALI HABIBEMAIL: ALIAHABIB@GMAIL.COM

SURVEYOR GEODIMENSIONS10801 MAIN ST, SUITE 102BELLEVUE, WA 98004TEL: (425) 458-4488CONTACT: KEN GREENEMAIL: KENG@GEODIMENSIONS.NET

TRAFFIC JAKE TRAFFIC ENGINEERING, INC7731 8TH AVE SWSEATTLE, WA 98106TEL: (206) 762-1978CONTACT: MARK JACOBSEMAIL:JAKETRAFFIC@COMCAST.NET

ARBORIST NORTHWEST ARBORVITAE8318 26TH AVE NWSEATTLE, WA 98117TEL: (206) 789-3283CONTACT: TINA COHENEMAIL: TINA@TINACOHEN.COM

LANDSCAPE: J.A. BRENNAN ASSOCIATES, PLLC100 S KING ST, SUITE 200SEATTLE, WA 98104TEL: (206) 583-0620CONTACT: MIKE PERFETTIEMAIL: MIKE@JABRENNAN.COM

SECTION 14, TOWNSHIP 25 NORTH, RANGE 05 EAST

SITE SIZE:48,978.65 SQUARE FEET OR 1.1244 ACRES

OVERALL SCOPE: THE PROJECT WILL BE APPROXIMATELY 22,000 SF OF A NEW MOSQUE FACILITY TO INCLUDEPRAYER AREAS, CLASSROOMS, KITCHEN AND DINING FACIILITIES.

S.R.

520 S

OUTH

154T

H AV

E NE

155T

H AV

E NE

NE 54TH ST.

NE 51ST STREET

NE 55TH ST.

ANJUMAN EBURHANI

S.R.

520 N

ORTH

154T

H AV

E NE

154T

H PL

. NE

APPLICABLE CODES:

IBC 2009REDMOND ZONING CODE(RMC TITLE 21)

ZONING:

R-5 (SINGLE FAMILY URBAN RESIDENTIAL)

IBC CONSTRUCTION TYPE:

IIA & IIB (FULLY SPRINKLED)

OCCUPANCY TYPE:

A-3

BUILDING AREA:

LOT AREA = 48,979 SF

LOT COVERAGE (IMPERVIOUS):35,727 / 48,979 = 72.9%ALLOWED = 75%

LOT COVERAGE (BUILDING):10,409 / 48,979 = 21.3%ALLOWED = 40%

PAVED AREA:25,318 SF

BUILDING FOOT PRINT:10,409 SF

BUILDING DATA:

GROUND LEVEL: 2,520 SFMAIN LEVEL: 11,325 SFUPPER LEVEL: 8,811 SFTOTAL: 22,657 SF

YARDS AND SETBACKS:

FRONT = 20'-0"SIDE = 20'-0"REAR = 20'-0"5' HORIZ. SETBACK FOR EACH 1' ABOVE 30'

TOWER MAXIMUM BUILDING HEIGHT = 35'-0"HEIGHT AND ACCESSORY STRUCTURE = 15'-0"AVERAGE GRADE = 320' - 6"MAX BLDG HT FROM AVERAGE GRADE = 50'-0"PROPOSED BLDG HT = 48'-0"

LANDSCAPE:

OPEN SPACE REQUIRED(TOTAL TO BE 20% OF LOT AREA)(.20 x 48,979) = 9,796 SF

OPEN SPACE PROVIDED11,005 SF

LANDSCAPE AREA REQUIRED(TOTAL TO BE 5% OF LOT AREA)(.05 x 48,979) = 2,450 SF

LANDSCAPE AREA PROVIDED17,049 SF

PARKING:PER 21.12.040B (RELIGIOUS INSTITUTIONS)

VEHICULARREQUIRED: 30 SPACESPROVIDED: 36 SPACES

BICYCLE: 1/12,000 GFA (LONG TERM)PROVIDED: 6

MATCH LINESEE

E

F

AFF

AFF

XXA-XXX

XX

A-XXX

XX/A-XXX X

XXXXX

XX XXXXXX

XX XX'-XX"

MAT F-XXXXX'-XX"

X.X X.X X.X X.X

XXA.XXX

XXA.XXX

XXA.XXX

XXA-XXX

X.X

EL XXX.XX EL. XXX'-XX"

BUILDING SECTION INDICATOR WALL SECTION INDICATOR

ENLARGED DETAIL INDICATOR SECTION DETAIL INDICATOR

EXTERIOR ELEVATION INDICATOR

MATCH LINE INDICATOR

EXISTING COLUMN GRIDLINE INDICATOR

(DOOR) OPENING INDICATOR

DATUM INDICATOR OR WORK POINT

ROOM INDICATOR

WALL TYPE INDICATOR

WINDOW INDICATOR

INTERIOR ELEVATION INDICATOR

DRAWING REVISION INDICATOR

NEW COLUMN GRIDLINE INDICATOR

SPOT ELEVATION INDICATOR

FINISH INDICATOR

CEILING-MOUNTED1'X4' FLUORESCENT LIGHT

(EXPOSED) CEILING-MOUNTEDSTRIP FLUORESCENT LIGHT

(HIDDEN) CEILING-MOUNTEDSTRIP FLUORESCENT LIGHT

WALL-MOUNTEDSTRIP FLUORESCENT LIGHT

DOWNLIGHT

ACCENT DOWNLIGHT

WALL-WASHER DOWNLIGHTSCONCE-TYPE(WALL-MOUNTED) LIGHT

WALL-MOUNTED EXIT LIGHTCEILING-MOUNTED EXIT LIGHT

STANDARD LIGHT FIXTURES

HVAC DIFFUSERS(SIZE AND TYPE PERMECH. DWGS)

HVAC RETURNS/EXHAUSTS(SIZE AND TYPE PERMECH DWGS)

HVAC ITEMS

MISCELLANEOUS INDICATORS

CEILING HEIGHT INDICATOR

KEYNOTE & FLAGNOTE

CEILING HEIGHT/MATERIAL/FINISH INDICATOR

FINISH (PER FINISH LEGEND)MATERIAL (PER FINISH LEGEND)

HEIGHT

(NON-RATED PARTITION)

PARTITIONS

(1-HOUR RATED PARTITION)(2-HOUR RATED PARTITION)(3-HOUR RATED PARTITION)(4-HOUR RATED PARTITION)

FURNITURE INDICATORGRAPHIC/SIGNAGE INDICATOR

EQUIPMENT INDICATORFIXTURE INDICATOR

WALL-MOUNTED EXIT LIGHT

XXXXROOM NAME X XXXXX

F XXXXXG XXXXX

RCP SYMBOLS

XX XX XX

SMOKE BARRIERSMOKE PARTITIONS S S S

XX

A-XXX

XX

A-XXX XX

XX

XX

X.X

XX'-XX"XXXXXXX

SUSPENDED1'X4' FLUORESCENT LIGHTWALL MOUNTEDBRACKETED LIGHT FIXTURE

FE

FIRE EXTINGUISHERS

IN WALL-MOUNTEDCABINET

NEW

TYPE OF WORK

EXISTING TO REMAIN(SHOWN SHADED)

EXISTING TO BE DEMOLISHED(SHOWN DASHED)

PLAN SYMBOLS

FEMOUNTED TO WALLWITH BRACKET

1. DO NOT SCALE THE DRAWINGS.

2. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THEWORK.

3. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONESHALL BE AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATEALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS NOTIFYTHE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.

4. DIMENSIONS ARE TO THE STRUCTURAL GRID OR TO CENTER LINE OF WALLS, UNLESSOTHERWISE INDICATED.

5. DOORS AND CASED OPENINGS INDICATED NEARBY WALL INTERSECTIONS, SHALL BELOCATED SO THAT THE EDGE OF THE FINISH OPENING IS SIX INCHES FROM THE FACEOF THE NEARBY WALL UNLESS OTHERWISE INDICATED. ALL OTHER DOORS ANDCASED OPENINGS SHALL BE CENTERED BETWEEN ADJACENT WALL INTERSECTIONS.

ANJUMAN E BURHANI

NE 51ST STREET

Project No.Checked:Drawn:

Design:

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226mail@rolludaarchitects.com

REVISION DATE

OW

NER

:

COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC

1525

2 N

E 51

ST S

T.R

EDM

ON

D, W

A 98

052

C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:34 PM

P1.00

COVER SHEET C

SITE PLANENTITLEMENT

SEAT

TLE

MAS

JID

ANJU

MAN

E B

UR

HAN

I

ANJU

MAN

E B

URHA

NI15

252

NE

51ST

ST

RED

MO

ND

, WA

9805

2TE

L: (4

25) 4

43-9

520

ALIA

HAB

IB@

GM

AIL.

CO

M

LAND-2013-00171

DS/SCSH

DS/SC

02/06/2014

DRAWING INDEXVICINITY MAPPROJECT DIRECTORYABBREVIATIONS REFERENCE SYMBOLS

GENERAL NOTES

SCOPE OF WORK

PARCEL MAP BUILDING CODE CRITERIA

(PROPERTY) LEGAL DESCRIPTION

PARCEL NUMBER

BUILDING ADDRESS

2182500082 & 2182500080

15525 NE 51ST STREETREDMOND, WA 98052

TAX PARCEL NO. 2182500082TRACT 8 OF EAST SIDE GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OFPLATS, PAGE 68, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 1011.34 FEETTHEREOF; AND EXCEPT THE EAST 230 FEET THEREOF; AND EXCEPT THAT PORTION THEREOFCONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2716295;AND EXCEPT THAT PORTION THEREOF CONDEMNED IN SUPERIOR COURT CAUSE NO. 750450 FORS.R. 520:

SITUATE IN KING COUNTY, WASHINGTON.

TAX PARCEL NO. 2182500080TRACT 8 OF EAST SIDE GARDENS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 12 OFPLATS, PAGE 68, RECORDS OF KING COUNTY, WASHINGTON; EXCEPT THE NORTH 1011.34 FEETTHEREOF; AND EXCEPT THE EAST 230 FEET THEREOF; AND EXCEPT THAT PORTION THEREOFCONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 2716295;AND EXCEPT THAT PORTION THEREOF CONDEMNED IN SUPERIOR COURT CAUSE NO. 750450 FORS.R. 520:

SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.

A

SHEET INDEX

P1.00 COVER SHEET CP1.01 SITE PLANP1.02 SITE SETBACKSP1.03 SITE SETBACKSP1.04 OVERFLOW PARKINGP2.01 FLOOR PLANSP2.02 FLOOR PLANSP2.03 FLOOR PLANSP2.04 ROOF PLANSP2.05 ROOF PLANSP3.01 BUILDING ELEVATIONSP3.02 BUILDING ELEVATIONSP3.03 BUILDING ELEVATIONSP4.01 LIGHTING PLANP5.01 SCREENING PLAN

AAAAAAAA

A

AAAAAA

LP

340.32

340.63

340.67

340.67

341.05

341.0434

1.05

340.84

330.5

332.59

332.40

333.4

341.21

340.81

340.17

337.1

339.3

340.3

342.8

338.8

339.0

340.6

339.1

338.2

337.6

337.0

336.2

335.9

336.4

PP

WM337.2

315.6

314.9

336.0

335.6

336.2

336.9

338.0

338.6

334.3

332.3

332.0

329.4329.7330.6

335.4

332.3

330.6

329.6

327.8327.8328.7

339.7340.6

336.2

331.1

329.0

327.6

326.4326.3327.2

333.3

332.1

327.9

325.9

325.6

324.4

324.4

325.6

TMH

EHH

EHH

EVEHH

340.69

340.74

340.30

340.30

340.22

340.27

EHH

EV

THH

WMH

332.7

333.2

334.2

WM

EHH

EHH

LPEHH

334.9

335.2

333.7

332.1

332.7

324.8

321.4

309.4

313.6

315.4

318.6

320.2

318.8

324.6

313.8

312.0

314.3

315.9

314.8

316.0

318.1

316.2

317.9

319.2

317.2

319.1

321.1

319.6 321.4

323.0

321.9

323.7

325.4

323.2

324.6

326.7

324.9325.9

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6"C

6"C

6"C

6"C6"C

BUS

NE 51STST

6'CLF

6'CLF

6'CLF

6'CLF

6'CLF

7.5' 5'WDF 5'WDF

5'WD

F

5'CW

5'CW

5'CW

5'CW

5'CW

DOUBLE YELLOW

DOUBLE YELLOW

DASHED WHITE

DASHED WHITE

DOUBLE YELLOWDASHED WHITE

SOLID WHITE

SOLID

WH

ITE SOLID

WH

ITE

SOLID

WH

ITE

POWER TRANSFORMEREHH

ECD

(P)EC

D(P)

ECD(P)ECD(P)

ECD(P)

ECD(P)

ECD(P)

ECD(P)

ECD

(P)

TCD(P)TCD(P)

TCD(P)

TCD(

G(P)

G(P)

4"G IP(R)

4"G IP(R)

(310)

(315)

(315)

(315)

(320)

(325)

(330)

(335)

(320)

(325)

(330)

(335)

(340)

(335)

(335)

(330)

(325)

(340)

(340)

(335)

(320)

(313)

(314)

(316)

(317)

(318)

(319)

(321)

(322)

(323)

(324)

(308)

(309)

(326)

(327)

(328)

(329)

(331)

(332)

(333)

(334)

(336)

(337)

(342)

(341)

(338)

(339)

(336)

(337)

(338)

(339)

(332)

(333)

(334)

(336)

(337)

(338)

(339)

(331)(3

32)(333)(334)

(326)

(327)

(328)

(329)

(326)

(327)

(328)

(329)

(321)

(322)

(323)

(324)

(316)

(317)

(318)

(319)

BUS STOP SIGN

HIGHWAY DIRECTION SIGN

"RAMP METERED AHEADWHEN FLASHING"

S(R) - D

OW

N 7 .5 '

W(P)

W(P)

W(P)

12"W(P) W(P)5+00

6+00

7+00

4+00

8+00

L

L

L

L

L

UP

UP

SS

S S S S S S S S

SS

SS

W

W

W

W

W

W

WW

WW

WW

WW

WW

WW

XXXXXXX

X

X

X

X

X

X

X

X

X

X

XX

X

X

XX

XX

// //// // // //// // ////

/ /

////

// ////

X

X

XX

XX

SS

// ////// ////

W

W

W

W

UTILITY POLE

RET. WALL

SPOT ELEVATION

CATCH BASIN

ASPHALT SURFACE

CENTERLINE OF ROADBUILDING LINE

( ) RECORD AS NOTED

SANITARY SEWER MANHOLE

FOUND MONUMENT AS NOTED

HCR HANDICAP RAMP

OVERHEAD WIRES

TOE OF SLOPE AS NOTED

CONC SURFACE

WATER METERVAULT "PURPOSE UNKNOWN"

TOP/TOE OF DITCH AS NOTED

PAINTED LANE STRIPE

CONIFER TREE (NOT SHOWN TO SCALE)TRUNK DIA SHOWN IN INCHES.

LEGEND

CHAIN LINK FENCEOHP

CONC CONCRETER-O-W RIGHT-OF-WAY

DECIDUOUS TREE (NOT SHOWN TO SCALE)TRUNK DIA SHOWN IN INCHES.

FOUND REBAR & CAP AS NOTED

WOOD FENCE

WATER VALVELIGHT STANDARD

ELECTRIC VAULT

ELECTRIC TRANSFORMER ON CONC PAD

TRAFFIC SIGNAL POLE

TELEPHONE MANHOLE

METAL FENCE

1

2

3

4

5

6

7

8

9

10

11

12

18

19

20

21

222324

25

27

17

16

15

14

26

5' - 0"

SIDEWALK

TYP.

9' - 6"

TYP.18'

- 0"

24' - 6

"

18' - 0

"

13

32

33

34

TANDEM PARKING

EL. 318' - 0"

PARC

EL LI

NE TO

BE RE

MOVE

D

SEWER LINE,FOR SANITARYSEWER LOCATIONSEE CIVIL DWGS

WMH

S89˚35'57"E 200.00'

S1˚23'1 1W

30 0.06

S8˚304'32"E32.49'

S52˚56'55"E 203.51'

N6˚42'49"W15.77'

N1 ˚21'4 5"E 159. 22'

LOT 8

LOT 8

322' - 6"

324' - 6"

EL. 315' - 6"

QIBL

ATR

UE N

ORTH

5' - 0"SETBACK

20' - 0"

5' - 0"20' - 0"

A

5' - 11"

SETBACK20' - 0"

5' - 0"

EMERGENCYDIESELGENERATOR

8' - 0"10' - 0"

SPRINKLERROOM

PARKING CALCULATIONS

PER 21.12.040B (RELIGIOUS INSTITUTIONS)

ASSEMBLY AREAS:

PER 21.08.280C.2MAX ALLOWED (1/3 "SEATS") = 49MIN REQUIRED (1/5 "SEATS") = 30

TOTAL REQUIRED = 30 CARSTOTAL PROVIDED = 36 CARS AT ALL TIMESTOTAL PROVIDED = 65 CARS w/VALET & CTCMAX PROVIDED = 95 CARS w/OFFSITE &

1 DAY NOTICE

* "SEATS" = PRAYER RUGS

QIBL

A

TRUE

NOR

TH

1.39°

17.75°

PLANNORTH

NPLAN ORIENTATION

Project No.Checked:Drawn:

Design:

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226mail@rolludaarchitects.com

REVISION DATE

OW

NER

:

COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC

1525

2 N

E 51

ST S

T.R

EDM

ON

D, W

A 98

052

C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:39 PM

P1.01

SITE PLAN

SITE PLANENTITLEMENT

SEAT

TLE

MAS

JID

ANJU

MAN

E B

UR

HAN

I

ANJU

MAN

E B

URHA

NI15

252

NE

51ST

ST

RED

MO

ND

, WA

9805

2TE

L: (4

25) 4

43-9

520

ALIA

HAB

IB@

GM

AIL.

CO

M

LAND-2013-00171

DS/SCSH

DS/SC

02/06/2014

SCALE: 1" = 20'-0"1 SITE PLAN

AVAILABLE ON-SITE PARKINGVEHICULAR PARKING: 36ADDITIONAL / VALET PARKING: 29TOTAL: 65

BICYCLE PARKING: 06

PAVED AREA: 25,318 SF

BUILDING FOOT PRINT: 10,409 SF

LOT COVERAGE (IMPERVIOUS):35,727 / 48,979 = 72.9% ALLOWED = 75%

LOT COVERAGE (BUILDING):10,409 / 48,979 = 21.3% ALLOWED = 40%

BUILDING DATA

GROUND LEVEL 2520 SFMAIN LEVEL 11325 SFUPPER LEVEL 8811 SF

22657 SF

A

TOE OF SLOPE

DITCH TO

P

DITCH TOP

DITCH TOP

DITCH TOP

DITCH BOTTOM

6"C

6"C

6"C

NE 51STST

WDF

6'CLF

6'CLF

6'CLF

6'CLF

CLF

6'CLF

6.8'

7.5'

1.8'

5'WDF 5'WDF

5'WDF

0.8'

0.8'

1.5'

1.4'

15'DWY

5'CW

5'CW

CW

88.3'

34.5'

ASPHALT ROADWAY ASPH

DOUBLE YELLOW

DASHED WHITE

DASHED WHITE

DOUBLE YELLOWDASHED WHITE

SOLID WHITE

ECD(P)

ECD(P)

ECD(P)

POWER TRANSFORMER

ECD

(P)

TCD(P)TCD(P)

TCD(P)

G(P)

G(P)

4"G IP(R)

(310)

(315)

(315)

(315)

(315)

(

(325)

(325)

(325)

(330)

(330)

(330)

(335)

(340)

(335)

(330)

(325)

(320)

(320)

(313)

(314)

(316)

(317)

(318)

(31

(316)

(317)

(318)

(319)

8)

(309)

(316)

(319)

(321)

(322)

(326)

(327)

(326)

(327)

(328)

(329)

(328)

(329)

(331)

(331)

(332)

(333)

(334)

(336)

(338)

(339)

(331)(3

32)(333)34)

(326)

(327)

(328)

(329)

(316)

(317)

(318)

(319)

HIGHW

"RAMP METERED AHEADWHEN FLASHING"

(R) - D

OW

N 7 .5 '

W(P)

W(P)

W(P)

12"W(P)

1

W(P)

WMH

WM

CB

RIM=337.15IE=333.16 12"CONC NW

CBRIM=337.14IE=332.57 12"CONC SEIE=332.57 12"CONC NW

CBRIM=337.06IE=330.06 12"CONC SEIE=333.21 12"CONC NW

SETBACK20' - 0"5' - 0"

SETBACK20' - 0"

SETBACK20' - 0"

20' - 0

"

2P1.03

1P1.03A

A

Project No.Checked:Drawn:

Design:

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226mail@rolludaarchitects.com

REVISION DATE

OW

NER

:

COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC

1525

2 N

E 51

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ON

D, W

A 98

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C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:43 PM

P1.02

SITE SETBACKS

SITE PLANENTITLEMENT

SEAT

TLE

MAS

JID

ANJU

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HAN

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ANJU

MAN

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URHA

NI15

252

NE

51ST

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RED

MO

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, WA

9805

2TE

L: (4

25) 4

43-9

520

ALIA

HAB

IB@

GM

AIL.

CO

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LAND-2013-00171

DS/SCSH

DS/SC

02/06/2014

SCALE: 1" = 20'-0"1 SITE SETBACKS PLAN

A

MAIN LEVEL FLOOR324' - 6"

UPPER LEVEL FLOOR336' - 6"

T.O. MASJID ROOF348' - 6"

GROUND LEVEL FLOOR315' - 6"

MAX HT FOR MINARET365' - 6"

MAX HT ENVELOPE350' - 6"

AVERAGE GRADE320' - 6"

20'PROPERTYSETBACK

HEIGHT SETBACK ENVELOPE @ 1'VERTICAL, 5' HORIZONTAL, SEE 3DFOR REPRESENTATION

50' -

0"

15' -

0"30

' - 0"

45' -

0"

MAIN LEVEL FLOOR324' - 6"

UPPER LEVEL FLOOR336' - 6"

T.O. MASJID ROOF348' - 6"

GROUND LEVEL FLOOR315' - 6"

MAX HT FOR MINARET365' - 6"

MAX HT ENVELOPE350' - 6"

AVERAGE GRADE320' - 6"

15' -

0"30

' - 0"

45' -

0"50

' - 0"

20'PROPERTYSETBACK

HEIGHT SETBACK ENVELOPE @ 1'VERTICAL, 5' HORIZONTAL, SEE 3DFOR REPRESENTATION

Project No.Checked:Drawn:

Design:

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226mail@rolludaarchitects.com

REVISION DATE

OW

NER

:

COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC

1525

2 N

E 51

ST S

T.R

EDM

ON

D, W

A 98

052

C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:19:46 PM

P1.03

SITE SETBACKS

SITE PLANENTITLEMENT

SEAT

TLE

MAS

JID

ANJU

MAN

E B

UR

HAN

I

ANJU

MAN

E B

URHA

NI15

252

NE

51ST

ST

RED

MO

ND

, WA

9805

2TE

L: (4

25) 4

43-9

520

ALIA

HAB

IB@

GM

AIL.

CO

M

LAND-2013-00171

DS/SCSH

DS/SC

02/06/2014

SCALE: 1/8" = 1'-0"1 SECTION - E/W SETBACK

SCALE: 1/8" = 1'-0"2 SECTION - N/S SETBACK

A

LP

340.32

340.63

40.67

340.6

339.1

338.2

337.6

337.0

336.2

335.9

336.4

PP

WM337.2

315.6

314.9

336.0

335.6

336.2

336.9

338.0

338.6

334.3

332.3

332.0

329.4329.7330.6

335.4

332.3

330.6

329.6

327.8327.8328.7

339.7340.6

336.2

331.1

329.0

327.6

326.4326.3327.2

333.3

332.1

327.9

325.9

325.6

324.4

324.4

325.6

TMH

EHH

EHH

340.2227

EV

THH

WMH

332.7

333.2

334.2

334.9

332.1

309.4

313.6

315.4

318.6

312.0

314.3

315.9

314.8

18.1

316.2

317.9

319.2

317.2

319.1

321.1

319.6 321.4

323.0

321.9

323.7

325.4

323.2

324.6

326.7

324.9325.9

DITCH TOP

DITCH TOP

DITCH TOP

DITCH TOP

DITCH BOTTOM

6"C

6"C

6"C

NE 51STST

6'CLF

6'CLF

6'CLF

6'CLF

6'CLF

7.5' 5'WDF 5'WDF

5'WD

F

5'CW

5'CW

DASHED WHITE

DASHED WHITE

DOUBLE YELLOWDASHED WHITE

SOLID WHITEPOWER TRANSFORMEREHH

ECD(P)

ECD(P)

ECD(P)

5'

S1°

23'1 1"W

52.37'

L=105

∆=2°00'29"

TCD(P)TCD(P)

TCD(P)

G(P)

4"G IP(R)

(310)

(315)

(315)

(32

(330

(3

(340)

(335)

)

(325)

(320)

(31

(316)

(317

09)

(32

(327

(328)

(329)

(331)

(332)

(338)

(339)

(326)

(327)

328)

"RAMP METERED AHEADWHEN FLASHING"

OW

N 7 .5 '

W(P)

W(P)

12"W(P) W(P)5+00

6+00

UP

UP

SS

S S S S S S S S

SS

SS

W

W

W

W

W

WW

W

W

W

W

WW

WW

WW

W

XXXXXXX

X

X

X

X

X

X

X

X

X

X

XX

X

X

XX

XX

// //// // // //// // ////

///

// ////

X

X

XX

XX

S

// ////// ////

20

RETAININGWALL

5' - 0"

ACCESSIBLESIDEWALK

TYP.

9' - 6"

TYP.18'

- 0"

24' - 6

"

37

38

39

TANDEM PARKING

EL.318' - 0"

SEWER LINE,FOR SANITARYSEWER LOCATIONSEE CIVIL DWGS

WMH

S89˚35'57"E 200.00'

S1˚23'1 1W

30 0.06

S8˚304'32"E32.49'

S52˚56'55"E 203.51'

N6˚42'49"W15.77'

N1 ˚21'4 5"E 159. 22'

322' - 6"

324' - 6"

EL. 315' - 6"

QIBL

A

17.75°

TRUE

NOR

TH

5' - 0"

SETBACK20' - 0"

5' - 0"20' - 0"

A

5' - 11"

FIRE LANENO PARKING

SETBACK20' - 0"

5' - 0"

1

2

3

4

5

6

7

8

9

10

11

12

18

19

20

21

222324

25

27

17

16

15

14

26

13

32

33

34

Project No.Checked:Drawn:

Design:

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226mail@rolludaarchitects.com

REVISION DATE

OW

NER

:

COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC

1525

2 N

E 51

ST S

T.R

EDM

ON

D, W

A 98

052

C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:20:00 PM

P1.04

OVERFLOWPARKING

SITE PLANENTITLEMENT

SEAT

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MAS

JID

ANJU

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RED

MO

ND

, WA

9805

2TE

L: (4

25) 4

43-9

520

ALIA

HAB

IB@

GM

AIL.

CO

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LAND-2013-00171

DS/SCSH

DS/SC

02/06/2014

SCALE: 1" = 20'-0"1 SITE PLAN - OVERFLOW PARKING

VEHICULAR PARKING: 36ADDITIONAL TANDEM PARKING: 29TOTAL: 65

VALET PARKING - MAXIMIZED

A

VETERANS OFFOREIGN WARS

REDMOND POST 29954330 148TH AVE NE

REDMOND, WA 98052

ANJUMAN E BURHANI15252 NE 51ST STREDMOND, WA 98052

TOTAL DISTANCE:0.8 MILES

LOT #3 -30 PARKINGSPOTS

~ 94 PARKING SPOTS

SCALE: NTS2 OFF-SITE PARKING

..

MAIN FLOOR ABOVE

28

29

1 2 3 4 5

A

B

C

D

E

F

24' - 0" 19' - 5" 20' - 3" 17' - 0"

12' -

3"13

' - 9"

20' -

0"18

' - 2"

20' -

0"

30

31

CAR

CAR

CAR

CAR

63' - 5 3/4"

6' - 6" 9' - 11" 47' - 3"

7' -

10"

10' -

2"

32' - 0"

32

33

34

STORAGE008

ELEVATOR003

STAIRS001

ELEVATOR002

ELEVATORMACHINE

ROOM010

18' -

0"

LAUNDRY007

CORRIDOR009

8' - 6

"29

' - 8"

10' - 4 1/4"21' - 9 1/2"

9' - 11"

a

A.8

b

c

C.1

dD.1

e

E.5

109

8

76

A

D

C

B

E

12' - 0"

17' - 10"

12' - 0"

10' - 4"

14' -

4"

5' -

8"

18' -

2"

4' -

3"

15' -

9"

3' -

3"

10' -

6"

7' -

10"

Project No.Checked:Drawn:

Design:

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226mail@rolludaarchitects.com

REVISION DATE

OW

NER

:

COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC

1525

2 N

E 51

ST S

T.R

EDM

ON

D, W

A 98

052

C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:20:03 PM

P2.01

FLOOR PLANS

SITE PLANENTITLEMENT

SEAT

TLE

MAS

JID

ANJU

MAN

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HAN

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ANJU

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URHA

NI15

252

NE

51ST

ST

RED

MO

ND

, WA

9805

2TE

L: (4

25) 4

43-9

520

ALIA

HAB

IB@

GM

AIL.

CO

M

LAND-2013-00171

DS/SCSH

DS/SC

02/06/2014

SCALE: 1/8" = 1'-0"1 GROUND LEVEL FLOOR PLAN A

UP

UP

KITCHEN120

TUB

STORAGE

CURTAIN

AV CABINET

ADABATHRM

112

SHOES

SHOES

ELEVATOR002

MULTI PURPOSE(42 THAALS TOTAL)

BEDROOM122 BATH

123

1 2

24' - 0" 19' - 5" 20' - 3" 17' - 0"

3 4 5

A

B

C

D

E

F

SEHAN

LIVINGROOM

121

ELEVATOR003

EL. 318' - 0"

EL. 315' - 0"

28%

SLOP

E

LINE OFAWNINGABOVE

EL.324' - 0"

EL. 315' - 0"

LOADINGDOCK

IMAM(OFFICE)

105

MASJID(PRAYER)

109

9' - 8"

CORRIDOR111

SCULLERY119

KITCHENSTORAGE

118

SHOES101

SHOES103

LOBBY104

GATHERINGSPACE

117STAIRS

001

STORAGE

CLOSETCLOSET

CLOSET

CLOS

ET

STAIRS004

ELEC.106

MEN'STOILET

113

SHOES114

WOMEN'STOILET

116

SHOES115

STAIRS005

CLEANTHAALSTORAGE

STORAGE

47' - 6"

CLOSET

11' -

8"

9' -

7"8'

- 3"

12' -

10"

STAIRS006

7' - 4"ALCOVE110

UP

DN

19' - 5" 20' - 3" 17' - 0"

12' -

3"13

' - 9"

20' -

0"18

' - 2"

20' -

0"

80' - 8"

24' -

8"

16.38°

22' -

10"

71' -

11"

SCREENINGFENCE

4' GATE

RAMP

6' - 1

"

a

A.8

b

c

C.1

dD.1

e

E.5

109

8

76

12' - 0"

17' - 10"

12' - 0"

10' - 4"

20' - 9 3/8"

41' - 10"

10' - 4"

D

C

B

E

A

CLOS

ET

40' -

2 1/2"

45' -

4 1/2"

6' - 0

"

14' -

4"

5' - 8

"

18' -

2"

4' - 3

"

15' -

9"

3' - 3

"

10' -

6"

7' - 1

0"

SPRINKLERROOM

107

TOILET108

BICYCLERACK

4' - 0

"

2' - 6"

PRAYER RUG

Project No.Checked:Drawn:

Design:

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226mail@rolludaarchitects.com

REVISION DATE

OW

NER

:

COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC

1525

2 N

E 51

ST S

T.R

EDM

ON

D, W

A 98

052

C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:20:15 PM

P2.02

FLOOR PLANS

SITE PLANENTITLEMENT

SEAT

TLE

MAS

JID

ANJU

MAN

E B

UR

HAN

I

ANJU

MAN

E B

URHA

NI15

252

NE

51ST

ST

RED

MO

ND

, WA

9805

2TE

L: (4

25) 4

43-9

520

ALIA

HAB

IB@

GM

AIL.

CO

M

LAND-2013-00171

DS/SCSH

DS/SC

02/06/2014

SCALE: 1/8" = 1'-0"1 MAIN LEVEL FLOOR PLAN

A

PRAYER AREA

MASJID (PRAYER) MAIN LEVEL : 1,599 SF TYP. WORSHIPPERS: 81 PERSONSMASJID (PRAYER) UPPER LEVEL: 1,259 SF TYP. WORSHIPPERS: 66 PERSONS

TOTAL PRAYER AREA: 2,858 SF TOTAL TYP. WORSHIPPERS: 147 PERSONS

DN

DN

DN

UP

OFFICE202

OFFICE201

NURSING205

CLASSROOM210

CLASSROOM211

CLASSROOM212

CLASSROOM217

CLASSROOM218 CHANGING

STATION

CLASSROOM213

CLASSROOM219

CLASSROOM220

CLASSROOM222

CLASSROOM223

OPEN TO BELOW

CLASSROOM221

CLOS ET

TOILET208

BEDROOM228

BATHRM.227

LIVING/KITCHEN225

1 2 3 4 5

A

B

C

D

E

F

12' -

3"13

' - 9"

20' -

0"18

' - 2"

20' -

0"

24' - 0" 19' - 5" 20' - 3" 17' - 0"

SEHAN

CLASSROOM214

BEDROOM229

BEDROOM226

BATHRM.230

PRINCIPAL216

EL = 324' - 6"

OPEN TO BELOW

OPEN TO BELOW

CLOSET

CLOSET

LIBRARY209

CORRIDOR207

CLOSET

STAIRS004

LOBBY203

STAIRS006

STAIRS001

ELEVATOR002

ELEVATOR003

ADABATHRM

206

LOUNGE224

6' - 0

"14

' - 3 1

/8"

71' -

3 7/8"

DN

48' - 3 1/8"

a

A.8

b

c

C.1

dD.1

e

E.5

109

8

76

12' - 0"

17' - 10"

12' - 0"

10' - 4"

20' - 9 3/8"

41' - 10"

14' - 9"

14' -

4"

5' - 8

"

18' -

2"

4' - 3

"

15' -

9"

3' - 3

"

10' -

6"

7' - 1

0"

A

D

C

B

E

MASJID(WOMEN)

204

33' - 11 7/8"

14' - 3 1/8"

4' - 0

"

2' - 6"

PRAYER RUG

Project No.Checked:Drawn:

Design:

6250

REGISTEREDARCHITECT

Alex E. Rolluda

STATE OF WASHINGTON

Issuance

Drawing Title

Drawing Number

105 S. Main St. Seattle, WA 98104p. 206.624.4222 f. 206.624.4226mail@rolludaarchitects.com

REVISION DATE

OW

NER

:

COPYRIGHT © 2014 ROLLUDA ARCHITECTS INC

1525

2 N

E 51

ST S

T.R

EDM

ON

D, W

A 98

052

C:\Users\shanni\Documents\Local Files\Anjuman E Burhani Seattle Masjid_131216_shanni.rvt 1/29/2014 4:20:16 PM

P2.03

FLOOR PLANS

SITE PLANENTITLEMENT

SEAT

TLE

MAS

JID

ANJU

MAN

E B

UR

HAN

I

ANJU

MAN

E B

URHA

NI15

252

NE

51ST

ST

RED

MO

ND

, WA

9805

2TE

L: (4

25) 4

43-9

520

ALIA

HAB

IB@

GM

AIL.

CO

M

LAND-2013-00171

DS/SCSH

DS/SC

02/06/2014

SCALE: 1/8" = 1'-0"1 UPPER LEVEL FLOOR PLAN A

PRAYER AREA

MASJID (PRAYER) MAIN LEVEL : 1,599 SF TYP. WORSHIPPERS: 81 PERSONSMASJID (PRAYER) UPPER LEVEL: 1,259 SF TYP. WORSHIPPERS: 66 PERSONS

TOTAL PRAYER AREA: 2,858 SF TOTAL TYP. WORSHIPPERS: 147 PERSONS