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HomeMy WebLinkAbout20251105_PJA25-0059_Architectural Plans NEW CONSTRUCTION THUNDERBIRD HANGAR LLC - aEr `V°°E6of°c 18210 59TH AVENUE N.E. Vi € ARLINGTON, WA 98223 :1,mzov ;2Eao Win��o,m a�'io SITE PLAN REVIEW aZ ° goo n DEFERRED SUBMITTALS GENERAL NOTES PROJECT TEAM PROJECT DATA SHEET INDEX THE GENERAL CONTRACTOR(GC)SHALL BE RESPONSIBLE FOR VERIFYING EXISTING FIELD CONDITIONS AND COORDINATING A. REFER TO BASIC BUILDING SPECIFICATIONS,REQUIREMENTS AND STANDARDS FOR CONSTRUCTION,CAREFULLY MAINTAIN AND PROTECT MONUMENTS,BENCH MARKS AND ALL DEFERRED SUBMITTALS. THE GCS SUBOONTRACTOR(S)SHALL BE RESPONSIBLE FOR VERIFYING COMPUANCE WITH EXSTING SHELL AND CORE CONSTRUCTION.All WORK IS TO BE COMPATIBLE'NTH THEIR REFERENCE POINT FROM BEING DESTROYED OR DISTURBED;REPLACE AS CLIENT/OWNER: ARCHITECT: SITE ADDRESS: THUNDERBIRD HANGAR LLC ARCHITECTURAL: LOCAL AUTHORITIES AND ALL CURRENT CODES,REGULATIONS AND REQUIREMENTS. EXISTING CONSTRUCTION. REQUIRED. ARLINGTON AIRPORT MAGELLAN ARCHITECTS 18210 59TH AVENUE N.E. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN B. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE PATH ALL GOVERNING K. EXISTING WORK DAMAGED AS A RESULT OF WORK DONE UNDER THIS CONTRACT SHALL THUNDERBIRD HANGAR,LLC 8383 158TH AVE NE,STE 280 ARLINGTON, WA 98223 AOJ COVER SHEET APPROVED BY THE BUILDING OFFICIAL BUILDING CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, 8383 158TH AVE NE,STE 200 REDMOND,WA 98052 Al.0 SITE PUN ALL WORK THAT HAS BEEN PERFORMED WHICH DOES NOT MEET THESE CODES AND SUBJECT TO ARCHITECTS APPROVAL,AND AT NO ADDITIONAL COST TO THE OWNER. REDMOND,WA 98052 PH:(425)885-4300 LEGAL DESCRIPTION: TBD AL1 LANDSCAPE PLAN MECHANICAL 8 PLUMBING: REGULATIONS. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO PH:(206)396-7962 FAX:(425)885-4303 A1.2 PLANTING DETAILS 1. THE MECHANICAL&PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD.THE GC SHALL WITH RESPECT TO TYPE,PATTERN,TEXTURE,SIZE,SHAPE,COLOR AND METHOD OF CONTACT:STEVE HANSEN RECORD ARCH: SHERRI MILLER PORTION OF SE 1/4,NW 1/4,SEC 22,TWP.31 N.,RE.5 E W.M.CITY OF A3.0 PEMB ELEVATIONS v SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES NTH THE ARCHITECTURAL C. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECT'S INSTALLATION INSOFAR AS PRACTICABLE,AND SHALL BE APPROVED BY THE ARCHITECT steveh"hproperties.com sherri@magellanarchitects.com ARLINGTON,COUNTY OF SNOHOMISH,STATE OF WASHINGTON DRAWNGS AND COMPLIES WILL ALL CODES REGULATIONS AND REQUIREMENTS. CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS RESPONSIBLE FOR REPORTING AND OWNER PRIOR TO INSTALLATION. IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET SURVEYOR SURVEY: J 2. THE OC'S MECHANICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY BUILDING CODES AND CONSTRUCTION STANDARDS. L :MATERIALS,ARTICLES,DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY PARCEL NUMBER: 00448200002301 N MECHANICAL PERMITS. USING ACCEPTABLE MANUFACTURERS OR PRODUCTS,BY REWIRING COMPUANCE PATH 360 SURVEYING&MAPPING,LLC 1 OF 1 TOPORAPHIC SURVEY L.L D. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO REFERENCED STANDARDS,OR BY PERFORMANCE SPECIFICATIONS.FOR ITEMS SPECIFIED 653 SUNFLOWER LANE JURISDICTION: CITY OF ARLINGTON L,L 3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFLICTS OR CHANGES BY NAME,SELECT ANY PRODUCT NAMED.FOR THOSE SPECIFIED BY REFERENCE CAMANO ISLAND,98282 PLUMBING PERMITS. BETWEEN DETAILS,OR BETWEEN THE PLANS AND SPECIFICATIONS,THE ARCHITECT STANDARDS OR BY PERFORMANCE SPECIFICATIONS ELECT ANY PRODUCT MEETING OR SECTION/TOWNSHIP/RANGE: SEC22,T31N,R5E SHALL BE NOTIFIED IMMEDIATELY. EXCEEDING SPECIFIED CRITERIA.FOR APPROVAL OF AN ITEM NOT SPECIFIED,SUBMIT PH:(425)835-3360 REWIRED SUBMITTALS,PROVIDING COMPLETE BAG(-UP INFORMATION FOR PURPOSES CONTACT:RICHARD KENNETIi DECAMP PROPERTY ZONING: AF-AVIATION FUGHTUNE /n ELECTRICAL: E THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES AND PIPING BEFORE OF EVALUATION.WHERE BUILDING STANDARD ITEMS ARE CALLED FOR,NO SUBSTITUTE kendecamp®gmaR.com AIRPORT PROTECTION DISTRICT: AS-SIDELINE SAFETY ZONE SSZ �J 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL R PERFORMED AS DESIGN-BUILD.THE GC SHALL SUBMIT WITH THE BEGINNING WORK. WELL BE ACCEPTED. Z BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES YATU THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL USE CLASSIFICATION: AVIATION RELATED SERVICE ALL CODES,REGULATIONS AND REQUIREMENTS. F. THE GC SHALL COORDINATE ALL OPERATIONS WITH THE OWNER,INCLUDING AREA FOR M. INSTALLATION OF MECHANICAL,ELECTRICAL AND STRUCTURAL SYSTEMS WALL REQUIRE OPERATIONS(USE TYPE'Z') WORK,MATERIALS STORAGE,AND ACCESS TO AND FROM THE WORK,SPECIAL OPENING OF SOME EXISTING WALLS,CEILINGS OR FLOOR CAVITIES.THE GC SHALL BE 2. THE TOC'SRIO ELECTRICAL SUBCONTRACTOR MILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY MAX.BUILDING HEIGHT: 50'PER AMC TABLE 20.48-1 ELECTRICAL PERMITS. ELECTRONS OR NOISY WORK,TIMING OF WORK AND INTERRUPTION E MECHANICAL AND RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH DOSING,EXCEPT Q ELECTRICAL SERVICES,NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST WHERE NOTED OTHERWISE,FILL ALL HOLES AND VOIDS IN BOORS WALLS AND CEILINGS PROPOSED BUILDING HEIGHT: 30'-3° FIRE PROTECTION/FIRE ALARM: ONE(1)WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. WHICH RESULT FROM UNSTALLATION OF WORK,AND REMOVAL OF EXISTING MATERIALS ON&FIRE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD.THE GC AND EQUIPMENT REWIRED BY THIS CONTRACT.PATCHED AREAS SHALL MATCH THE ADJACENT STREET NAMES: 59TH DR.N.E.&SHARED DRIVEWAY 1. THE FIRE PROTECTI Q > SHALL SUBMIT ECTI THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES ESI THE ARCHITECTURAL G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF MATERIALS,FINISHES,AND LEVELS ADJACENT,OR SHALL BE PUT IN TIDE PROPER UTILITY PROVIDER: CITY OF ARUNGTON WATER&SEWER > DRAWANGS AND COMPLIES WILL ALL CODES,REGULATIONS AND REQUIREMENTS. WORKMANSHIP IN GENERAL AND NTH SUCH STANDARDS AS ARE SPECIFIED. CONDITION TO RECEIVE THE FINISH INDICATED. N CRITICAL AREAS DESIGNATION: NONE (,J� .,p H. GC SHALL SUBMIT SAMPLES OF ALL FINISHES OF SUCH SIZE AND NUMBER THAT THEY N. OPENINGS REQUIRED FOR NEW WORK THAT PENETRATES EXISTING STRUCTURE SHALL BE Z 2. THE GC'S FIRE PROTECTION SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL REPRESENT A REASONABLE DISTRIBUTION OF COLOR RANGES AND PATTERN PRIOR TO COORDINATED WITH OWNER PRIOR TO COMMENCING THE WORK.ANY OPENING OVER 2" Z W NECESSARY FIRE PROTECTION PERMITS INSTALLATION FOR ARCHITECT'S APPROVAL GC SHALL PROVIDE SHOP DOGS AND IN DIAMETER SHALL BE REVIEWED AND APPROVED BY OWNER.THROUGH CONCRETE d SITE AREA CALCULATIONS AND CONDITIONS PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL ITEMS REQUIRING SUBS OR WALLS,OR MASONRY WALLS,ALL ROUND HOLES SHALL BE CORE DRILLED N O EL LID CUSTOM FABRICATION(SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). WITH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A LOT SIZE: 48.805 S.F.(1.12 ACRES) L.L , Z N DIAMOND SAW.IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT.USE LOT DIMENSIONS: 454.5'X 193.63' W LIDro I. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, CARBIDE-IPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS.KEEP OVER CUTTING TO 2� SHAPE,COLOR,TEXTURE,PATTERN,QUALITY AND METHOD OF INSTALLATION INSOFAR A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES TOTAL LOT COVERAGE: 11,250 SF BLDG+13,747 SF Q W Z Q AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WALLS AND FLOORS AND =24997F Ell S MASONRY WALLS,MAKE PATCHES WITH NEAT,TRIMMED EDGES MATCH ADJACENT Z W Q J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION.THE GC SHALL PROTECT ALL EXISTING WORK, APPROXA IMPERVIOUS AREA: 51% Z 1 =Z PERSONNEL,PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY.BARRIERS Z F O F SHAH BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING MAX.ALLOWED PER AMC) D DURING TOTAL LANDSCAPE AREA: 23,808 S.F. (49%) T A/ d o Z ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP BASED AVIATION ON RNG REQUIREMENTS LATED S RV ETOP RATIONS USE TYPE: Q SYMBOLS: COL COLUMN JT/JTS JOINLIUNTS I REINFORCING s)mma.°„sw�.aa,. 1 STALL MIN.PER 2,000 SF GI 11.250 GSF BUILDING=6 STALLS REVISIONS 0 AT CONC OONOU L LONG,LENGTH REQT) REWIRED NO. DATE BY & AND CONT CONTINUOUS LAN LAMINATE,LAMINATED RF RUBBER FLOORING REVISION NO. ROOM NAME ROOM NAME L ANGLE I.BLOC%SHOWS REV.DATE ROOM NAMES REO'D PROVIDED 1 DOWSER CONSIRUCION tf. LINEAR FOOT,LINEAL FOOT RR AES7ROOIJ ( ) QB1;'m°,;,i v.,w CON TR CONTRACTOR LW BIGHT WEIGHT RO ROIUGH OPENING C5NDICAIES REMSED AREA XXX ROOM GU' M STANDARD 9 X19' STALLS 0 90' 5 1+ € CENTER LANE CPT CARPET BAD LEVEL ROW PUBLIC RIGHT OF WAY XXX S.F. ROOM AREA ( ) 13 12'X20' © DEGREE CT CERAMIC ILE MAS MASONRY SAW. SELF ADHESIVE MEMBRANE PROJECT ( ) W DIAMETER OF DRINKING FOUNTAIN MAX MAXIMUM SCHED SCHEDULE DETAIL N0.DESIGlAION O LOCATION z ACCESSIBLE(9'X19')STALLS 0 90' 1 1 q PL-1 FINISH SCHEDULE KEY EQUAL DS DOWNSPOUT M.B.S.CTMETAL BUILDING SUPPLIER SC SOLID QUA E FOOTAGE XX. SHEET THAT DETAIL IS SHONN LEERIER THAN DWG EACH MCC MARMOIIUM COMPOSITE ILL SF SQUARE FOOTAGE COMPACT KING S STALLS 0 0(0%Y EA EACH MECH MECHANICAL SG SAFETY GLASS< LESS THAN TOTAL PARKING STALLS 6 15 ELLV ELEVATION,ELEVATOR MEL MEZZANINE SIM SHEET # NUMBER% PERCENTAGE EJ ELECTRICAL MT METAL SPEC SIMILAR BLOC.THAT S CTI 01 EQUIP,SCHEDULE KEY - ISSUE DATES EJ EXPANSION DINT MFG MANUFACTURING SPEC SQUARE TON (` SHEET THAT SECTION IS SI10R LOADING AREA(12'X55'X14'H) 1 1 3 PLUS/MINUS EQ EQUAL MFR MANUFACTURER SQ SQUARE �smo."m e.".EJr— - DESIGN APPROVAL: R PLATE EAST EXISTING MH MANHOLE SS STAINLESS STEEL, CASEWORK DI.NO. DRIVE AISLE WIDTH: 24'MIN. 38' PERMIT SUBMITTAL: EJ EXPANSION JOINT MIN MINIMUM SANITARY SEWER XXX.X SHEET NO. ABBREVIATIONS: DIP EXPANSON MC MSCELLANEOUS STD STANDARD X WALL SECTION NO. PERMIT RECEIVED: AB.E AVERAGE BUILDING ELEVATION EXT EXTERIOR M.O. MASONRY OPENING ST. STEEL XX BICYCLE PARKING REQUIREMENTS: BID DOGS: A/C AIR CONDIIONER F.C.I.C. FURNISH BY CONTRACTOR M.R. MOISTURE RESISTANT STRUCT STRUCTURE,STRUCTURAL SHEET THAT SECTION IS SHOWN WAIL TYPE NO. Qc z.(, AN ADJUSTABLE,ADJACENT INSTALL BY CONTRACTOR MID MOUNTED SUSP SUSPENDED BASED ON 10% OF 15 CAR STALLS PER AMC 20.72.110 CONSTR.DOCS. ADMIN ADMINISTRATON ED FLOOR DRAIN MTG MOUNTING SYS SYSTEM A # INSIIUION KEY "° REO'D PROVIDED AFT ABOVE FINISH FLOOR EDN FOUNDAION NC NOT IN CONTRACT T TEMPERED,TREAD,TOP INTERIOR ELEV.NO. WAIL TYPE LETTER AFG ABOVE FINISH FLOOR FF FINISH BOOR NOM NOMINAL TJ8 TOP&BOTTOM BIKE PARKING 2 2 ALUM ALUMINUM F.0.1.0. FURNISHED BY OMER INSTALLED BY NTS NOT TO SCALE TEL TELEPHONE D X.X LTA WALL ORIENTATION DATUM POINT Q"(�^oas 0"°^^°°" 24'x36"SCALE: AS NOTED MOD ANODIZED OWNER OC ON CENTER TEMP TEMPERED PLOT DATE: 2025-09-19 Al'PROX APPRO%IMATE FEC FIRE EXIINCUISHR CARNET OH. OVERHEAD i&G TON(UE&CROOYE SHEET THAT INTERIOR ELEV.IS e c n2No sT.N.E. Gaa FT BUILDING SETBACKS: @EQ(�J@gQ PROPOSED ALT ALTERNATE F.O.I.C. FURNISHED BY OWMER, OPP OPPOSITE TO TEMPERED CUSS SHOWN 8'-0"A.F.FF_GNNG HEIGHT CAD FILE: 25-039_A0.1 ASR AUTOMATC SPRINKLER RISER INSTALLED BY CONTRACTOR FRONT: (EAST) 25'MIN. 158'-4 1/2" o/ OVER TD TOR OR TRUE NORTH ACT C LNG JOB NUMBER: 25-039 pyg pVCppC{ FPID FROST PROOF HOSE BIER PER PERPENDICULAR TYP TYPICAL �FINISH CEILING TYPE REAR: (WEST) 20'MIN. 20' IF BELOW ANTS H FLOOR FRP FIBER REINFORCED PMEL(S) PL PLATE, UTL UTILITY PROJECT NORTH SIDE: (NORTH) 5'MIN. 35-2 1/2° CHECKED: SM ED BELOW FINISH GRADE FAG FOOTING P-LAN PLASM LAMINATE U.O.N. UNYL OIHERWE NOTED N DESIGN CODES SCOPE OF WORK BD BOARD GA GAUGE PLUMB PLASM VCT WNIE COMPOSITION TILE 9.5 GRID DESIGNATION DRAWN: JB (SOUTH) 5'MIN. 8'-6° BIDG BUIIIDNG I GALVANIZID PNL PANEL,PANELING WRIT VERTICAL STATUS: SITE PLAN REVIEW B/S BUILCNG STANDARD GC GENERAL CONTRACTOR PROJ PROJECT,PROJECTED r/ WITH ❑� SHEET KEY NOTE B.O. BOTTOM OF GP GYPSUM LATH&PLASTER PRV PRESSURE REDUCING VALVE r/o WITHOUT OOR SCHEDULE KEY(CORRESP.TO 174:12 DOOR IONSLOPEK AND 2021 INTERNATIONAL ARE CODE M11H WASIIINGTOR STATE AMENDMENTS LANDSCAPE BUFFER TYPES,TYPES: SCOPE OF WORK SUMMARY: DIRECTION 10:Y 2021 INTERNATIONAL FIRE CODE NEW 11,250 SF PEMB AIRPLANE HANGAR BUILDING WITH ASSOCIATED PARKING LOT BOW BOTTOMEEE GW8 GYPSUM WALLBOARD PT POINT W-MAT WALK OFF MAT 'ROOM N0.WHERE DOOR OCCURS) COVER SHEET gp1 BETWEEN H HIGH,HEIGHT IT WARY TIE R WATERPROOF 101A 2021 INTERNATIONAL MECHANICAL CODE BASED AVIATION RELATED SERVICE OPERATIONS USE,TYPE'B' FRONTAGE AND LANDSCAPE IMPROVEMENTS. CB CATCH BASIN HB HOSE BIBB QTR QUARTER WR WATER RESISTANT DOOR SUFFIX REAR LINE SYMBOL 2021 UNIFORM PLUMBING CODE LANDSCAPE TO BE PROVIDED.NO REQUIREMENTS FOR SIDE AND REAR BUILDING C.I. CAST IRON HIM HOLLOW METAL R RADIUS RB WATER RESISTANT BARRIER 2021 WASHINGTON STATE ENERGY CODE SETBACKS PER AMC 20.76 TABLE 1.SEE SHEET All FOR MORE INFO. AD■ CP CAST IN PUCE HONZ HORIZONTAL RD ROOF RAIN WT WBGIT O1 WINDOW SCHEDULL NET' MATCH TINE HATCH TINE 2020 NATIONAL ELECTRICAL CODE I cJ CONTROL JOINT, HT HEIGHT RL RAN LEADR WIJ WEDDED WINE MESHCONSIRUCION JOINT HTR HEATER RECD RECEIVED WF WEDDED WERE FABRIC 2017 ANSI A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FAOUTES CMU CONCRETE MASONRY UNIT INSUL INSULATOR REF REFRIGERATOR,REFERENCE Y.C. YARD DRAIN KEY NOTES ❑7 NEW 11,250 SF PEMB. FUTURE PARKING STALLS. 10'X 10'ROLL-UP GARAGE DOOR AND ASSOCIATED RAMP. COORDINATE LOCATION WITH PEMB. ® 3'-0"MAN DOOR WITH WALL PACK LIGHT ABOVE.COORDINATE LOCATION WITH PEMB. �..=_avaE55°5 ❑5 10'X 15'CONCRETE PAD. $'E o _„o o LANDSCAPING PER LOCAL JURISDICTION REQUIREMENTS. a;ES T 6 0€c �7 12'X 20'PARKING STALLS,TYP. ® CURBED CONCRETE PAD a E Tv°., E - o a �g 5'X 5'CONCRETE PAD AT DOOR LANDING,TYR. -- -c E- a� PAKSO ROUNY ®°_ - m - ° oEo vEo ip NEW PROPOSED 2-WAY DRIVEWAY °'ry ___2L AWW0 541Y 22SB0' $' no oa°°T`Uw95 •^ — Z r• 11 NEW 3'-0"WIDE LANDSCAPE STRIP 'I:' _ — — — — — — _._5'-0"SIDE,. 38'-0" ,'SETBACK, 12 NEW 4'-0"WIDE CONCRETE SIDEWALK m-M >_ e. . . ••� „` • �•�"L �; 73 NEW BICYCLE RACK WITH 2 BIKE STALLS W o y o .45._0:'.`.`.`.`.`.'.`.'.`.'.•.i `�` .E1LES.'.`.'.`.'. ! 1 J .`�'. - . . .� . . ` '.'. .TtDAD'S�1N.'.'.'.`d• 'IB'S6 — '" �' v m ,,,pppLLL 12'X55 .`�`.`. ' ' 14 9'X 20'PARKING STALL •{ F'�® LOADING AREA 8 .158'•41/2' ,'.. '.. .. .._.. ._,. U ziZ m ll •.•.•.•. 15 STRIPE 9'X 20'ADA VAN ACCESSIBLE PARKING STALL a .'.'. ADJACENT TO 8'X 20'ACCESS AISLE.PROVIDE VAN a 4 75' q / .:.'.'.y.'.\. . . E •17•. .`�`.`•`�`•`�`.` ACCESSIBLE STALL SIGN,WHEEL STOP,AND IN-UNE CURB RAMP � . • '•�•' AT NEAREST LOCATION TO AN ACCESSIBLE BUILDING ENTRANCE. ¢' 72 h.` .``.". 16 10'X 15'TRASH ENCLOSURE`NTH LANDSCAPE SCREENING.� �•�•�••••••+`•�•� \ f 1� 17 OPENING IN CURB FOR NATURAL DRAINAGE M d a l� 3 ..I. ::�.:.:-:�a - 't � ':'-.`:-•:I� SITE PLAN NOTES O . . . . . . - . . . . . �Cy •77 '. .••••••rr .' I. DO NOT SCALE DWGS,WRITTEN DIMENSIONS GOVERN.IN CASE OF CONVICT NOTIFY ARCHITECT. 101_�,,, �••��•1,•••: : : •'•'•' �� �:�:�:�:�:�. 2. DIMENSIONS MPRII0ID t MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM • ,.'.`.`.•.`.•.`.•.`.•. INDICATED DIMENSION,U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE WTH THE ARCHITECT. I • • �,�• •54- .� / \�f%.'.'\.'.`.'.`.'. SECURE ARCHITECTS APPROVAL J PROWSE®`LEA$€`A1Rh`•` g .'U' 4 I. 48 SA5.SQ'Feet.. 1 / •r.•.`.r- \ � 3. NOHF1'ARCHITECT IN NiIHNG OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCAHON(S)OF NEW 8 �� �. 0 � i� � `.tJ'1p.ACTes.`.`/. 1 .�.. % ��., .' CONSTRUCTION.UPON COMPLETION OF PARHHON LAYOUT,NOTIFY ARCHITECT.VIAIFlCAHON 6 THE% n/ O NEW PEMB �.' '.' '.'tiV l✓j ' \ �`�`\ LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTUDON INSTALLATION. L L t 11,250 Sq. Feet 1 •` `Y ••• •^ •` I __ � 4. REFER TO SHEET ADA FOR ADDIHONAE NOTES LEGENDS,SYMBOLS ABBREMAHONS,AND SCHEDULES. Q ❑ J`.'.`.' �a� .F'"' aE 0 5. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB,U.O.N. N12 `i .• •.•,•.• • •�, ,E, / 6. 'ALIGN"MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. z • X%�T��\••t•••`•`• 7. ALL WORK SHALL BE ERECTED AND NST40 PLUMB,UI SOUARE AND TRUE. Qy' •�20 0• 11 20._0„ 38,_0. 20._0„ `. `•`'`'`' 1 '25'0 22'-0" LL-Irv. Q' .REAR SETBACK '•'•'•'•FRONT SETBAr K•. T . L`. y 3 20'-0" 2 :vat..—.'-o . '.'.'•'••• l 0 0 ��•`• 14 m `••`•LANDSCAPE- � O SSCREENING. 7 Z 04 �• i...:.. --•` . 0"SI �- Z SETBACK LL 1d'LL '7•. Z 9• '.A�' Olt T009•. -------- — O ---- -- H Z GENERATOR PAD ~ N W/CHAINUNK ® - FENCE REVSIONS LEGEND pfq( N0. DATE BY 0 ® — — PROPERTY LINEAl POWER TRANSFORMER BUILDING SETBACK 0 SYDEWACK EXISTING CONCRETE CURB Al AWPORT OfACF NEW CONCRETE CURB EXISTING FENCE ISSUE DATES DESIGN APPROVAL: NEW CONCRETE PAVED AREAS PERMIT SUBMITTAL: PERMIT RECEIVED: NEW LANDSCAPING BID DOCS: CONSTR.DOCS: EXISTING LOT LIGHTS 24"z36"SCALE: 1"=20'-0" PLOT DATE: 2025-09-22 EXISTING FIRE HYDRANT _ CAD FILE: 25A39 A1.0 JOB NUMBER: 25-039 CHECKED: SM N SITE PLAN EXISTING TREE W/DRIP LINE DRAWN: JB STATUS. SITE PLAN REVIEW v SCALE:1"=20'-O" \ _ p 10 20 SITE PLAN A1 .0 KEY NOTES O PROVIDE SEMI-OPAQUE TYPE'B'SCREENING AT LOT FRONTAGE PER AMC 20.76.040: A screen that is opaque from the ground to a height of three feet,with intermittent visual obstruction from above the opaque portion to a height of at least twenty feet.The width shall be a minimum of fie feet wide,but may be inc ased if,in the opinion of the pamnit-issuing authority,it is needed t0 better insulate or isolate us and in all cases be a of ten feet along street frontages where required.The se minimum intended to partially block visual contact between u and to(create a strong impression of the separation of spaces.s The be fence semi-opaque landcaed earthnberml,nativemvegeation,droosed of a ught-tolerant oFE--°vE 55°5 vegetation,vegetated UD facilities,or existing vegetation. g' Compliance of vegetative screens or notie vegetation will be judged based on the average mature height and density of foliage of the subject species,or field observation of existing vegetation.At maturity,the portion of Intermittent visual obstructions should not contain any completely unobstructed openings more than ten feet.The zone of Intermittent visual obstruction may contain deciduous plants.Suggested planting patterns that will achieve this standard are included in the development design standards and the public works' construction standards and specifications. €2 _ - �2 PROVIDE PARKING LOT LANDSCAPING PER CITY OF ARLINGTON n RL a 6c E c a3 �.. PIPED AYNOWAy DEVELOPMENT DESIGN STANDARDS.3.2.3.4 LANDSCAPE PLANTING ®m. BEDS SHALL HAVE 1 TREE FOR EVERY 7 PARKING STALLS,1 SHRUB FOR EVERY 20 SF OF PLANTING BED AREA,AND GROUNDCOVER BETWEEN ALL SHRUBS AND TREES. �.� 1231'W � ❑ aaa-zov.s n°o — — .r r• � _ � NEW GROUND COVER ALONG BUILDING FRONTAGE . .�".�• - -:j'.- - - - - - — r•teaK ....' via chE :t,'` '.'.'.'.'.'. .m' �I W in o aaOo d o ' ' •'�' .TiOAD 9GN.'.'.'.'. .F. m c N ca `1,822 SF` •�. •I . . . .� a�w?m a 2 •: .. .T. I• up . .LLLL �I U d'��y m : .`.. J T� ¢75: ,,,.,;x• LANDSCAPE NOTES76 SF ° •''s• •• ••• ••• •• • "j L�`.' 1. LANDSCAPE TO CONFORM TO AMC 20.76 SCREENING AND TREES REQUIREMENTS. N " 3 .•.�• m ' 1`'`'`'` 2. BASED ON TABLE 20.76-I LANDSCAPE SCREENING REWIRFAIENIS FOR USE TYPE AVIATION RELATED ':':',': •'�'•'•'•'•'•'•'•'•'•'•'•'• % .',',','.' \a1{/.' SERVICE OPERATIONS FRONTAGE LANDSCAPING SHALL BE TYPE'B',AND SIDE AND REAR FRONTAGES m ~ • .`I•'''•`''•`''•`''•`''•'•'• . • • .T �'LL•, DO NOT REWIRE SCREENING. • `.�• ••`•`•`• ..I J. PER AMC 2076.130(d)EACH TREE SHALL BE PRESUMED 10 HAVE A CIRCULAR AREA M1TIi A 15' .`. .'.,,r,,•(��'. .'It j.� .LL.LL. 1 . RADIUS,SO THAT 20%MIN.OF THE VTHICLL ACCOMMODATION AREA MILL SHADED.(c)CENTER OF `.'. ```'```'``` ' ` TREE TRUNKS TO BE LOCATED 25 MIN.TO A PAVED AREA,AND BE SURROUNDED BY 200 SF MIN. : . . . .. . . . . .:.�..:.:... . r.g .�• •`• •`••• ••• ••• ••• ••• ••••• y`._. %. W OF UNPAVED AREA.(g)VEHICLES MILL BE PRESUMED TO HAVE A MAX.OVERHANG OF 3'-6',AND 2 �,`\\`�\. Z o �I.'.'.'.'.'.' TREES SHALL BE PLACED TO PREVENT VEHICLES FROM STRONG TREES. `•\•`•`•`•`•`•`•`•`•`•`•`•`•`•`• n r LL LL • LL • LL 4. NO NODIRCAICNS TO EXISTING ADJACENT STREETS,ALIEYS OR DRIVEWAYS ARE ASSUMED.AMC • •':' I'`'`'•'`'`'`'`'`'`'•'`'•'`'� . .'.'.� '.'.'.'.'.'. 20.76.110'REQUIRdD TREES ALONG DEDICATED STREETS'IS NOT APPUCABIEtR U :' . ': ` : : : ` : : . . . Ili' .7. . J h, %E� � �� •xri,� '/ PROR(SSE®`LEASE AREA`.. .� ' '`� \ 1 � -`_' .l- J otoO 1 0- t O NEW PEMB 575 . . . �. .. .. . . . . . . . . . . 'l. . . R5, a ' ' ` ' ' ' ' t11,250 Sq. Feet. 7.'.'.'.'.' y •��` I — l Q O� (� \\`> \ ',C•'•'•'•'(','•','T '�' 0,4. � lO SITE AREA CALCULATIONS AND CONDITIONS v ~ 3 •t••••••••��•••�• AW�• -U�^`[ LL LOT SIZE: 48.805 S.F.(1.12 ACRES) (� `.7.•.•.•.•.�'.'•``'• • TOTAL LOT COVERAGE: 25,205 SF Q �+ \ %••'•••'••, ••' •'' APPROXA IMPERVIOUS AREA: 52% '.i. �'.'.'.'.'.'.' v ` •• "'a (100%MAX.ALLOWED PER AMC) Q ' `• _4 '`�''� TOTAL LANDSCAPE AREA: 23,600 S.F. (48%) Q . '`'`'`'`'`'`'`'`'.'.'.'.'. ''•'.(. TOTAL VEHICLE ACCOMMODATION AREA: 12,028 SF /5/ .ram w PARKING AREA SHADING CALCULATION: 2,412 SF(20%)SEE PLAN LL -O 5 M Z . . 3 .`L.•.•.•.•.•.•.•••••.•.•.••, /sO`�' . . . . . . . . . (20%MIN.REQUIRED) W Z W MINA 'I• •�• tl llJ 20,313 SF . . [., 111 W N -== :�: `:,° LEGEND p W Z ` 0 > UUUU � '.'.'•'`'.•.'.'.= — — — — . O 0" ———————— ——————————— ——————————— BUILDING SETBACK 1 I LANDSCAPE 2 LL W SCREENING EXISTING CONCRETE CURB H N W GENERATOR PAD - - - - - - - - - - Q Q W{CHAINUNK ® sy.:. NEW CONCRETE CURB FENCE EXISTING FENCE REVISIONS D[p( NO. DATE BY -,A NEW CONCRETE PAVED AREAS 0 Os 1 POWER COS TRANSFORMER NEW LANDSCAPING Q3 9D£WALK �4 AWPoWT aMrxr EXISTING LOT LIGHTS Al 6 ' ' ' ' ' SZ EXISTING FIRE HYDRANT ISSUE DATES —_ DESIGN APPROVAL: �/ \\ PERMIT SUBMITTAL: �_ \I EXISTING TREE W/DRIP LINE PERMIT RECEIVED: BID DOCS: \ / CONSTR.DOGS: 24"06"SCALE: 1"=20'-0" \ PLOT DATE: 2025-09-22 \ �NEW DECIDUOUS TREE W/ CAD FILE: 25-039_A1.0 115' SHADE OUTLINE JOB NUMBER: 25-039 CHECKED: SM DRAWN: JB LANDSCAPE DIAGRAM __ \ / STATUS: SITE PLAN REVIEW SCALE:V=20'4" •_"'" NEW SHRUBS; SIZE AND SPECIES PER PLANT SCHEDULE SHEET A1.2 LANDSCAPE DIAGRAM 0 10 A1 . 1 V-0" DRIPLINE DRIPLINE 5-0" PLANT SCHEDULE TREES BOTANICAL / COMMON NAME CONT PLANTINGS . PRUNUS SERRULATA 'KWANZAN' / KWANZAN JAPANESE FLOWERING CHERRY B & B [� � PSEUDOTSUGA MENZIESII / DOUGLAS FIR B & B S S S 1/2 S SHRUBS BOTANICAL / COMMON NAME SI7F aE `v� ag. o<<a AZALEA X 'CANZONETTA' TM / KIMONO CANZONETTA AZALEA 1 GALT EDGE OF PLANT BED, CURB T�-Eon%a o E of WALK, FENCE OR WALL A CAREX MORROWII 'AUREA-VARIEGATA' / VARIEGATED JAPANESE SEDGE 1 GAL a°Eo;J3;ovo S = SPACING AS SHOWN ON PLANS U ©` GAULTHERIA SHALLON / SAAAL 1 GAL s KM10 q v o GROUNDCOVER PLANT SPACING NATIVE o v. <E a a o 1 NOTO x"E O HELLEBORUS X ERICSMITHII 'COSEH 710' / PINK FROST HELLEBORE 1 GAL --- E PLAN VIEW OF STAKING �a MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE 1 GAL ♦y o NATIVE PROVIDE (3) 2" BVC ROUND STAKES r SPACED EVENLY AROUND TRUNK. STEEL T-BAR POST NANDINA DOMESTICA 'FIRE POWER' / FIREPOWER NANDINA 5 GAL a LL PRE-STAIN STAKES DARK BROWN ADAPTIVE �wv ¢ ' .--_ ME HIGH VISIBILITY FENCING MATERIAL 'CHAIN LOCK" TREE TIES OR APPROVED PER WSDOT STD.PLAN I-10.10-01 a 3 EQUAL (Tie loosely to allow some 6-4-MAX. OSMANTHUS HETEROPHYLLUS 'GOSHIKI' / GOSHIKI HOLLY OLIVE 5 GAL iz o movement.) SECURE CHAINLOCK TO I Cal BVC WITH 2 PENNY NAIL )00 PINUS MUGO MUGO / DWARF MUGO PINE 5 GAL 'CHAIN LOCK" TREE TIES OR APPROVED EQUAL 4'-0"MIN. 4' (Tie loosely to allow some movement.) I V-0"MIN.(DEEPER L FOR UNSTABLE SOIL) + POLYSTICHUM MUNITUM / WESTERN SWORD FERN 2 GAL (3) 2" BVC ROUND STAKES RHODODENDRON MACROPHYLLUM / PACIFIC RHODODENDRON 5 GAL SET ON NORTH AND SOUTH SIDES OF TREE SECTION U `' NITS VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 1 GAL J 2" DEPTH MULCH O VIBURNUM DAVIDII / DAVID VIBURNUM 1 GAL 3-WAY TOPSOIL NOTES: Q - 12" DEPTH CUT AND REMOVE TWINE AND BURLAP 1. WIRE FENCE TO FENCE POST WITH SELF-LOCKING TIE-NYLON s(MIN.GRADE),50#MIN. GROUND COVERS BOTANICAL COMMON NAME CONT v FROM TOP AND SIDES OF ROOTBALL. TENSILE STRENGTH,UV STABILIZED AT 16"O.C.ON EACH POST. / Z - (Remove all wire baskets.) 2. MAY USE CHAIN LINK FENCING. Q "----COMPACTED PLANTING MIX FOR SUPPORT 3. ALL CONSTRUCTION ACTIVITIES,INCLUDING STAGING AND TRAFFIC AREAS,SHALL BE = Q PROHIBITED WITHIN FENCED AREA. 3x DIAMETER NOTE: Q OF ROOTBALL DRIVE STAKE UNTIL FIRM IN 4. TREE PROTECTION FENCING SHALL BE SET AT THE MAXIMUM EXTENT POSSIBLE FOR GROUND TO SUPPORT TREE ALL RETAINED TREES&SHALL REMAIN IN PLACE UNTIL REMOVAL IS AUTHORIZED BY p THE CITY TREE OFFICIAL. INSTALLING TREE FENCING JUST BEYOND THE LIMITS OF M—M Z Z CONSTRUCTION FOR TREES 192-200 IS RECOMMENDED(SEE ARBORIST REPORT). W w TREE PROTECTION FENCING SHALL BE A MINIMUM OF FOUR FOOT TALL CHAIN-LINK ui OEVERGREEN TREE DETAIL UNLESS OTHER TYPES OF FENCING ARE AUTHORIZED BY THE CITY TREE OFFICIAL. 0 z N rar TO scALe LAMINATED SIGNAGE SHOULD BE ATTACHED TO THE FENCE A MINIMUM OF 25 FEET W 1LL,.0 APART&READ: //�� rn Q 0 � >� TREE PROTECTIONPROHIBITED AREA PLANTING NOTES Z Z Z PLAN VIEW OF STAKING ENTRANCE PROHIBITED J ¢ O CALL 425-489-2700 TO REPORT VIOLATIONS a O 1. ANY DISCREPANCIES WITH THE DRAWINGS AND/OR SPEC'S AND SITE _ ui o z PROVIDE (3) 2" BVC ROUND STAKES SPACED EVENLY CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REP. Q a AROUND TRUNK. PRE-STAIN STAKES DARK BROWN TREE PROTECTION FENCE DETAIL PRIOR TO PROCEEDING WITH CONSTRUCTION. 2. ALL MATERIALS TO BE DISPOSED OF OFFSITE ARE TO BE DISPOSED OF IN REVISIONS 'CHAIN LOCK" TREE TIES OR APPROVED EQUAL A LAWFUL LANDFILL AND IN ACCORDANCE WITH GOVERNMENT No. DATE BY (Tie loosely to allow some movement.) REQUIREMENTS. Al SECURE CHAINLOCK TO BVC WITH 2 PENNY NAIL Al 3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO 2 BEGINNING CONSTRUCTION. CALL DIAL-A-DIG 811 PRIOR TO DIGGING. CHAIN LOCK" TREE TIES OR APPROVED 4. AVOID DAMAGE ABOVE AND BELOW GROUND TO EXISTING PLANT MATERIALS EQUAL (Tie loosely to allow some movement.) TO REMAIN. Al ISSUEDATES (3) 2" BVC ROUND STAKES SET STAKES OUTSIDE ROOTBALL 5. DE APPROVAL (Remove after 1 year.) o SHRUB/GROUNDCOVER PERRMITMIT SUBMITTAL PERMIT RECEIVED. PROVIDE WATER BASIN AROUND ROOT 2" DEPTH MULCH 6. GROUNDCOVERS SHALL BE PLANTED IN A TRIANGULAR PATTERN AT SPACING BID Docs. BALL SHOWN IN LEGEND OR SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, oNSTR Docs: 2' DEPTH MULCH FINISH GRADE ROOTBALL WALLS OR WALKS, MINIMUM PLANTING DISTANCE SHALL BE NINE (9) INCHES FROM SAME. 24"sW SCALE: AS NOTED II - IIII-I` 3-WAY TOPSOIL PLOT DATE. 2025-09-19 CUT AND REMOVE TWINE AND BURLAP - 7. CAD FILE 25-039_A1.0 (FROM TOP Remove alAwDre IDESbas OF ROOTBALL. DEPTH _ JOB NUMBER: zs-oa9 E 3-WAY TOPSOIL CHECKED: SM COMPACTED PLANTING MIX - „- _-_ COMPACTED DRAWN. 3e PLANTING MIX 8. STATUS: SITE PLAN REVIEW 2x DIAMETER NOTE: -rh OF ROOTBALL DRIVE STAKE TO ACCEPTABLE DEPTH PLANTING DETAILS TO PROPERLY SUPPORT NEW TREE 2x DIAMETER 9, OF ROOTBALL ODECIDUOUS TREE PLANTING DETAIL SHRUB/GROUNDCOVER PLANTING DETAIL I A1 .2 TTOWALE SOTI°N J NOT TO SCALE 10. ALL PLANTING AREAS SHALL RECEIVE 2" OF CEDAR GROVE COMPOST. 12 iiiiiiiiiiiiiiiiiiiiiillillillIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlilllI 1v RIM COLOR DARK RILE METAL COLA[UOIT STONE �€ °E$�i ROOF COOK T5324 - mEr - v4°oES-E` GALVALUIE PLUS $ METALLIC GRAY E COMPRESSOR ROOM GARAGE DOOR METAL COOL LIGHT STONE GARAGE DOOR WALL PAD(LIGHTS � ?> c E AT DOORS:SPEC.TO ®a COLOR PACIFIC MITEBE COOL PACFIC XNTE FIDOER DESIDESIGNS - sP 21 8'-Y I S-V I 3S-10' 16-0' I 20'-V 15'-0" 5'-0' I 10'-0' 3S-10' �3'-0' 8'-t »xIIM" xxxllY" �xxlll" xL' »>III"` »xIIM" xL' �»>fff"' _ W o F -- EAST ELEVATION SCALE:1/8"=1'-0" 85 s o �I a 12 U 1v >I� RIM COLOR DARK BLUE J J METAL COLOR WIT STONE HANGAR DOOR HANGAR DOOR r n COLOR PAORC WHITE COLOR:PACIFIC WHITE t,J WALL PACK LIGHTS --0 -C Q AT DODRt sPEc.TO BE BDDER DES. LL z 5-4' 65-0 S-V S-4' m Z W LL 156-0, 1'-Cr O Z c� W N W N Q W Z Z 2 LLI WEST ELEVATION J z 70 F SCALE:1/8" y LL o_z F N (/7 Q REVISIONS NO DAIE BY ROOF COLOR:TS 324 GALVALUME PLUS ROOF COLOR TS 114 GALVALOE PLUS I METALLIC GRAY METALLIC GRAY 0 0 6'-0' 7'-0' 6'-0' 6'-U' 6'-0" 7'-0' 6'-0 6-0' C-C 7'-0' 6'-0' S-O' 3'-0' 6'-0' 7'-0' 1'-1' 6'-0" 6'-0' 7'-0' 6'-0" 6'-0' 6'-0" T-0' 6'-0' 3'-0' Z ZL I❑ ❑ ❑ ❑ ❑ ❑ b ❑ ❑ ❑ ❑ ❑ ❑ ISSUE DATES DESIGN APPROVAL: IRAI COLOR:OAN(RUE-J RM COLOR DNIX RUE— PERMIT SUBMITTAL: 12 12 1 v 1 1 PERMIT RECEIVED: METAL COLOR LIGHT STONE METAL O1LOR LIGHT STONE WALL PACK WITS - o BID DOGS: AT DOORS:SPEC TO CONSTR. DOCS: BE BIDDER DESIGN ❑ ❑ ❑ ❑o m O " AS NOTED PLOT PLOT DATE '. 2025-09-19 CAD FILE: 25-039_A3.0 JOB NUMBER: 25-039 j. -0' 6'-0' -0 6'-0' 4'-0' 5'-0' 4'-0' 4'-0' 5'-0' 4'-0' 6'-0' CHECKED: SM 10'-U 75'-0' 75-0' 10'-0' DRAWN: JB CONIFFI pt ROOM COFRM ROOM PROVID ELEVATIOD NBY ASED ON PEMB CUTSHEETS STATUS: SITE PLAN REVIEW METAL COLOR METAL.COLOR LIGHT SIRE LIGHT SLACK R NB M STEEL COMPANY HEMS ELEVATIONS 20 e oi xa-w-�soo ru xos-'H-ie�msow wm�• ARLINGTON WA &�SCALE ORTH ELEVATION 4 SOUTH ELEVATION JSH PROPERTIES °�-� A3.0 THUNDERBIRD HANGAR COMPRESSOR ROOMSB :1/8"=1'-0" SCALE:1/8"=1'-0" 18204 59TH AVE N.E. PORTION OF SE 1/4,NW 1/4,SEC.22,TWP.31 N.,RGE.5 E.,W.M. CITY OF ARLINGTON,COUNTY OF SNOHOMISH,STATE OF WASHINGTON SEC. 15 NORTH 1/4 COR. SEC.22 2"BC MON IN CASE i 0 EDGE OF PAYE � s SCALE. 11' Of i _ S� � � % 0 10 20 40 _ o PAVED ROADWAY k Sl(E BENCHMARY£LEYADON X V9 X}4h1 m EDGE PAYE. 1 11 N89'0'4'W 2 \}h 8 NAIC ANO WASHER.i3518' LGGHTFd u4LYFs _N m —,/ ,NPy / I I342 /•73.'y �75'6. �`ra H' W APPROX WAT�R PER ClN W STOP SIGN Illy, X W w w Wg7ER PAN s cue '>s + n e R:0. ' 6 XSp. _IJ30 3yy 0 ,}y6 E[uE's srcN+ 1 `}0 3 HORIZONTAL DATUM , m 1= / / N3g9 }603 WASHINGTON COORDINATE SYSTEM,NORTH ZONE,NAD83(2011),DERIVED FROM GNSS MEASUREMENTS TO THE NORTH AND SOUTH 1/4 CORNER MONUMENTS AS SHOWN. 3 \ 1 \,�,b / + n 1 +`�/3✓e T 1 a I 1'.A6 0111 z VERTICAL DATUM + NAVE 88,BASED UPON GNSS PEE TO THE WASHINGTON STATE REFERENCE NETWORK 3 LEGAL DESCRIPTION NO LEGAL DESCRIPTON FOR THE AREA WAS GIVEN. 360 SURVEANG AND MAPPING,LLC CREATED A LEASE AREA(SHOWN HEREON)TO DISCUSS WITH THE AIRPORT �. \N\ \ 6 + 22 NOTES +`°e W W N + PROPOS LEASE AREA 1. IN PREPARING THIS MAP,360 SURVEYING AND MAPPING,LLC HAS CONDUCTED NO INDEPENDENT �' t4 05 SG. Feet _ TITLE SEARCH NOR IS 360 SURVEYING AND MAPPING,LLC AWARE OF ANY TITLE ISSUES 1.1204 Acres M AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON THE MAP.NO EASEMENTS M 18"STB I Imo, OR ENCUMBRANCES OF RECORD ARE SHOWN ON THIS SURVEY. � i / Y}M� ��'`Q/�hrt 2, THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JUNE 19, 6 +1}ph 2025.ALL SURVEY CONTROL INDICATED AS"FOI WAS RECOVERED FOR THIS PROJECT IN JUNE, .� i 3 \ V}b' 2025. 4_, +V}A� ww /I 3. OTHER UTILITIES MAY EXIST ON THIS SITE. +`�O / \ \�1362 4. THIS IS A TOLD TRAVERSE SURVEY. A LEICA FIVE-SECOND COMBINED ELECTRONIC TOTAL + STATION WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CgNTROLLING MONUMENTATION AS SHOWN. CLOSURE RATIOS OF THE TRAVERSE MET OR \ I \ 135.8 13559 EXCEEDED THOSE SPECIFIED IN WAC 332-130-090. ALL MEASURING INSTRUMENTS AND ° \ EQUIPMENT ARE MAINTAINED IN ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS. `S 5. ALL DISTANCES ARE IN U.S.SURVEY FEET. 3 \ 6. CONTOUR INTERVAL 0.2'SURVEY ACCURACY IS ONE-HALF THE INTERVAL PER NATIONAL MAPPING - \ STANDARDS. o 3 7, THE INTENDED USE OF THIS SURVEY WAS TO PROVIDE A TOPOGRAPHIC MAP OF THE LOT SHOWN. -- m 1341 I �, 3 P SED LEASE RU LINE \ I V'�' �� LEGEND — — — — — — N89'46'O1T 130.00' 889'46'012 254.50' + A o s }yti EDGE OF CONCRETE OR PAVEMENT(AS NOTED) t54 `}n + \ ,Yo, MH O CHAINLINK FENCE 11 V99 V'S8� GENERATOR PAD W/ + � \ ,, RIM7Jsss + + CHAINCINK FENCE w WATER PAINT OR RECORD DATA FOUND a /Jq -I34.4 - - s D STORM PAINT OR RECORD DATA FOUND /✓aD� 1\ 2?—— SCR UN£gy �EGT Po S�7�S 5 s s SEWER PAINT OR RECORD DATA FOUND ; RM 1J s\LIGHT W/ARM s S �— POWER )A 1 � :� iRMSFORMLR SIGN ¢Fp, 'y,. ` COS I }5 POWER JUNCTION BOX ® EDGE OF SIOLWAlN ElSTORM CB }y� sQ SS MANHOLE aRPoRr omcF } WATER FIRE HYDRANT ,1 ED WATER METER D4 WATER VALVE OCOS SEWER CLEANOUT i' I _ SOUTH 1/4 CDR. SEC.22 2'BC MON IN CASE asro _- DOUG FIR TREE(DF) 27 I CERTIFY THAT THIS TOPOGRAPHIC SURVEY SHOWN HEREON WAS SURVEYED BY ME OR BY SOMEONE UNDER ?O µENNAE MY DIRECT SUPERVISION.. 4P4��T C C^9V A' O om y 44628 _(/yam/{yam^// ' a'yJ� RICHARD KENNETH DECAMP,PLS 'ONq��pNO PROFESSIONAL LAND SURVEYOR REGISTRATION NO.44628 6/19/25 TOPOGRAPHIC SURVEY FOR: JSH PROPERTIES 360 SURVEYING & MAPPING, L L C liko 653 SUNFLOWER LANE CAMANO ISLAND,WA 98282 (4 2 5) 8 3 5-3 3 6 0 kandocamp@gmail.com DATE: 6/19/25 1 DRAWN BY: RKD I JOB NO:JSH ARLINGTON I SHEET: 1 OF 1