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HomeMy WebLinkAbout20260209_PJ25-0059_PJ25-0060_ApprovedPlans NEW CONSTRUCTION THUNDERBIRD HANGAR LLC oumo = QEv °E o�•�o Ea�E°c 18210 59TH AVENUE N.E. E=ETm - 0E �_ ARLINGTON, WA 98223 aaaZ_=ov ;QEao m W in o m -o SITE PLAN REVIEW ai Z m Q 5 O O E E y E M cal °M N� rn 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 SUBCONTRACTOR(S)SHALL BE RESPONSIBLE FOR VERIFYING COMPLIANCE WITH EXISTING SHELL AND CORE CONSTRUCTION.All MURK IS TO BE COMPATIBLE WITH 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, INA 98223 AOA 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 ALO SITE PLAN 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 ALI LANDSCAPE PLAN MECHANICAL&PLUMBING: REGULATIONS. ALL REPLACEMENT MATERIALS REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO PH:(206)396-7962 FAX:(425)885-4303 A1.2 PLANING DETAILS 1. THE MECHANICAL&PLUMBING WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD.THE GC SHALL NTH 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.,RGE.5 E W.M.CITY OF A3.0 PEMB ELEVATIONS v SUBMIT WITH THE BID A PROPOSED HVAC AND PLUMBING DRAWING THAT COORDINATES WITH THE ARCHITECTURAL C. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE TO THE ARCHITECTS INSTALLATION INSOFAR AS PRACTICABLE,AND SHALL BE APPROVED BY THE ARCHITECT steveh@j hproperties.com shemiQmagellanarchitects.com ARLINGTON,COUNTY OF SNOHOMISH,STATE OF WASHINGTON DRAWINGS AND COMPLIES WILL ALL CODES,REGULATIONS AND REQUIREMENTS. CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS RESPONSIBLE FOR REPORTING AND OWNER PRIOR TO INSTALLATION. AD TRASH ENCLOSURE DETAILS IMMEDIATELY TO THE ARCHITECT ANY DISCREPANCIES OR DETAILS WHICH DO NOT MEET SURVEYOR: J 2. THE GCS 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 MECHANICAL PERMITS. USING ACCEPTABLE MANUFACTURERS OR PRODUCTS,BY REWIRING COMPUANCE NTH 360 SURVEYING&MAPPING,LLC SURVEY: n/ 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 ARUNGTON LL 3. THE GC'S PLUMBING SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY THE COMMENCEMENT OF CONSTRUCTION. IN THE EVENT OF CONFUCTS OR CHANGES BY NAME,SELECT ANY PRODUCT NAMED.FOR THOSE SPECIFIED BY REFERENCE CAMANO ISLAND,98282 SECTION/TOWNSHIP/RANGE: SEC22,T31 N,R5E I OF 1 TOPCRAPHIC SURVEY PLUMBING PERMITS. BETWEEN DETAILS,OR BETWEEN THE PLANS AND SPECIFICATIONS,THE ARCHITECT STANDARDS OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR PH:(425)835-3360 SHALL BE NOTIFIED IMMEDIATELY. E SPECIFIED CRITERIA.FOR APPROVAL OF AN ITEM NOT SPECIFIED,SUBMIT PROPERTY ZONING: AF-AVIATION FUGHTUNE 'L•V ELECTRICAL: REWIREDXCEEDING SUBMITTALS,PROVIDING COMPLETE BACK-UP INFORMATION FOR PURPOSES CONTACT:RICHARD KENNETH DECAMP v 1. THE ELECTRICAL WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD.THE OC SHALL SUBMIT WITH THE E THE CONTRACTOR SHALL VERIFY LOCATION OF ALL UTIUTIES 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 BEGINNING WORK. WILL BE ACCEPTED. BID A PROPOSED ELECTRICAL DRAWING THAT COORDINATES W1TIi THE ARCHITECTURAL DRAWINGS AND COMPLIES WILL USE CLASSIFICATION: STORAGE OF AIRCRAFT INSIDE z ALL CODES,REGULATIONS AND REQUIREMENTS. iQ CO PL LY E C OS D UC R F. THE GC SHALL COORDINATE ALL OPERATIONS NTH THE OWNER,INCLUDING AREA FOR M. INSTALLATION OF MECHANICAL,ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE WORK,MATERIALS STORAGE,AND ACCESS TO AND FROM THE WORK,SPECIAL OPENING OF SOME EXISTING WALLS,CEILINGS OR FLOOR CAVITIES.THE GC SHALL BE (USE TYPE'2') 2. THE GCS ELECTRICAL SUBCONTRACTOR WILL BE RESPONSIBLE FOR APPLYING FOR AND SECURING ALL NECESSARY CONDITIONS OR NOISY WORK,TIMING OF WORK AND INTERRUPTION OF MECHANICAL AND RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING,EXCEPT T ELECTRICAL PERMITS. ELECTRICAL SERVICES,NOISY OR DISRUPTIVE WORK SHALL BE SCHEDULED AT LEAST WHERE NOTED OTHERWISE,FILL ALL HOLES AND VOIDS IN FLOORS WALLS AND CEILINGS MAX.BUILDING HEIGHT: 50'PER AMC TABLE 20.48-1 y FIRE PROTECTIONIFIRE ALARM: ONE(1)WEEK IN ADVANCE OF THE TIME WORK IS TO COMMENCE. WHICH RESULT FROM INSTALLATION OF WORK,AND REMOVAL OF EXISTING MATERIALS PROPOSED BUILDING HEIGHT: 30'-3" Q AND EQUIPMENT REWIRED BY THIS CONTRACT.PATCHED AREAS SHALL MATCH THE 1. THE FIRE PROTECTION&ARE ALARM WORK FOR THE PROJECT SHALL BE PERFORMED AS DESIGN-BUILD.THE GC G. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF MATERIALS,FINISHES,AND LEVELS ADJACENT,OR SHALL BE PUT IN THE PROPER ADJACENT STREET NAMES: 59TH DR.N.E.&SHARED DRIVEWAY > SHALL SUBMIT WITH THE BID A PROPOSED FIRE PROTECTION DRAWING THAT COORDINATES WITH THE ARCHITECTURAL WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. CONDITION TO RECEIVE THE FINISH INDICATED. N DRAWINGS AND COMPLIES WILL ALL CODES,REGULATIONS AND REQUIREMENTS. UTILITY PROVIDER: CITY OF ARUNGTON WATER&SEWER LL 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 CRITICAL AREAS DESIGNATION: NONE L,L �O 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 PATH OWNER PRIOR TO COMMENCING THE WORK.ANY OPENING OVER 2" M Z W NECESSARY FIRE PROTECTION PERMITS INSTALLATION FOR ARCHITECT'S APPROVAL GC SHALL PROVIDE SHOP DWGS AND IN DIAMETER SHALL BE RENEWED AND APPROVED BY OWNER.THROUGH CONCRETE PRODUCT DATA FOR ARCHITECTS APPROVAL ON ALL SPECIAL ITEMS REWIRING SLABS OR WALLS,OR MASONRY WALLS,ALL ROUND HOLES SHALL BE CORE DRILLED SITE AREA CALCULATIONS AND CONDITIONS �/ O LL w CUSTOM FABRICATION(SHALL INCLUDE RATED FIRE DOORS AND HARDWARE). NTH A DIAMOND DRILL AND ALL RECTANGULAR OPENINGS SHALL BE CUT WITH A Z N DIAMOND SAW.IN NO CASE SHALL ANY STRUCTURAL MEMBER BE CUT.USE LOT SIZE: 48,805 S.F.(1.12 ACRES) W 04 I. ALL MA IALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, CARBIDE-TIPPED DRILLS FOR GYPSUM WALLBOARD PARTITIONS.KEEP OVER CUTTING TO LOT DIMENSIONS: 454.5'X 193.63' TER SHAPE,COLOR,TEXTURE PATTERN,QUALITY AND METHOD OF INSTALLATION INSOFAR A MIN.. MAINTAIN CONTINUITY AND INTEGRITY OF FIRE SEPARATION AT ALL TIMES. in W Z Q AS PRACTICABLE AND SHALL BE APPROVED BY THE ARCHITECT BEFORE USE. GROUT AROUND CONDUITS PASSING THROUGH CONCRETE WADS AND FLOORS AND TOTAL LOT COVERAGE: 11,250 SF BWG+20,423 SF > U, MASONRY WALLS.MAKE PATCHES NTH NEAT,TRIMMED EDGES:MATCH ADJACENT =31,635 SF J z -, a Z J. THE FLOORS MAY BE OCCUPIED DURING CONSTRUCTION.THE GC SHALL PROTECT ALL EXISTING WORK, APPROX.%IMPERVIOUS AREA: 64.8% L Z = PERSONNEL PASSERSBY OR VISITORS TO THE SITE FROM HARM AND INJURY.BARRIERS F SHALL BE INSTALLED AS REQUIRED TO PROTECT EQUIPMENT INSTALLED DURING (100%MAX.ALLOWED PER AMC) Q ED a oz TOTAL LANDSCAPE AREA: 17,171 S.F. (35.2%) LU Q ARCHITECTURAL ABBREVIATIONS SYMBOLS LEGEND VICINITY MAP PARKING REQUIREMENTS&CALCULATIONS: BASED AVIATION RELATED SERVICE OPERATIONS USE TYPE: REVISIONS SYMBOLS: COL CBUMN JT/JTS JENT,JCINTS RENF REINFORCING 1 STALL MIN.PER 2,000 SF GFA.11,250 GSF BUILDING=6 STALLS ® AT CON, ODNM"` L LONG,LENGTH REUD REWIRED NO. DATE BY CONT CONTINUOUS LAN LAMINATE,LAMINATED RF RUBBER FLOORING REVISION NO. ROOM NAME & AND CONSTR CONSTRUCTION LT. LINEAR FOOT,UNEAL FOOT RR RESTROOLI 1 (I.BLOC(SHOWS REV.DATE) ROOM NAME�ROp.I NINE 0••• 11/26/25 CITY L ANGLE I—I,�ROOM NO. QM.m°,�•i a•,w REOb PROVIDED � CENTER LINE CON1R CONTRACTOR LW LIGHT WEIGHT RO RQU(N OPENING INDICATES REWSED AREA L=1` 2 © COPYRIGHT CPT CWET LVL LEVEL ROW PUBUC RIGHT OF WAY XXX S.F.(ROOM AREA STANDARD(9'X19')STALLS®90' 5 1+ CT CERAMIC TILL MAS MASONRY S.A.M. SELF ADHESIVE MEMBRANE PROJECT 0 4 DIAMETER DETAIL NO.DESIGNATION LOCATION W 11(12'X20') 4 OF OPoNKING FOUNTAIN MAX MAXIMUM SIGHED SQIEQULL �f EQUAL DS DOWNSPOUT M.B.S. METAL BUILDING SUPPUER Sc SOLD CORE %X. SHEET THAT DETAIL.IS SHOWN PL-1 FINISH SCHEDULE KEY ACCESSIBLE(9'X19')STALLS®90' 1 1 DWG DRAWING MCC MARMODUM COMPOSITE llf S- SQUARE FOOTAGE Al ��AN AN IN EACH METH MECHANICAL SC SAFELY GLASS k COMPACT(8'X15')STALLS 0 0(0%T EUV ELEVATION,ELEVATOR MEZZ MEZZANINE SHT SHEET O1 TOTAL PARKING STALLS 6 13 e NUMBER YBLDG.SECTION N0. EQUIP.SCHEDULE KEY % PERCENTAGE DEC ELECTRICAL MIL METAL Sim SIMILAR ISSUE DATES EJ EXPANSION JOINT MFG MANUFACTURING SPEC SPECIFICATION L Q`°'°°°y,��n.�Poo��w�e SHEET THAT SECTION IS SHOWN L PLUS/MINUS EQ EQUAL MFR MANUFACTURER 54 SQUARE '�OMo°"°ma""°"- LOADING AREA(12'X55'X14'H) 1 1 DESIGN APPROVAL: R PLATE EXIST EXISTING MH MANHOLE SS STAINLESS STEEL X CASEWORK DIL NO. X� PERMIT SUBMITTAL: EJ EXPANSION JOINT MN MINIMUM SANITARY SEMEN � SLEET N0. DRIVE AISLE N1DTH: 24'MIN. 38' ABBREVIATIONS: EXP EXPANSION MISC MISCOLANEWS STD STANDARD X WALL SECTION NO. PERMIT RECEIVED: AB.E AVERAGE BUILDING ELEVATION E%T EXTERIOR M.O. MASONRY OPENING ST. STEEL BID DOGS: A/C AIR CONDITIONER F.C.I.C. FURNISH BY CONTRACTOR M.R. MOISTURE RESISTANT STRUCT STRUCTURE STRUCTURAL SHEET THAT SECTION IS SHOWN WALL TYPE NO. 4 BICYCLE PARKING REQUIREMENTS: Zoning&Design AN ADJUSTABLE,ADJACENT INSTALL BY CONTRACTOR MID MOUNTED S15P SUSPENDED INSULATION KEY f BASED ON 10% OF 13 CAR STALLS PER AMC 20.72.110 - ZApp oning l CONSTR.DOCS: ADMIN ADMINISTRATION ED FLOOR DRAIN MTG MOUNTING SYS SYSTEM �+ AFT ABOVE FINISH FLOOR FDN FOUNDATION NC NOT IN CONTRACT T TEMPERED,TREAD,TOP A INTERIOR ELEV.NO. ro�WALL TYPE LETTER REO'D PROVIDED F.em.,y 9,2026 AFC ABOVE FlNISI GRADE FT FINISH FLOUR NOM NOMINAL T&B TOP&BOTTOM BIKE PARKING 2 2 °a"^� 24"z36"SCALE: AS NOTED ALUM ALUMINUM F.O.I.O. FURNISHED BY OMER INSTALLED BY NTS NOT TO SCALE TEL TELEPHONE D4�_:SIIEET WALL ORIENTATION "` •s. ALUM ANODIZED DATUM POINT Am.r..i.L-i.��w�rc'"= • .OWNER OC ON CENTER TEMP TEMPERED - PLOT DATE: 2025-12-01 THAT INTEROR ELEV.IS APPROX APPROXIMATE FEC FIRE DMNGLISHER CABINET OR OVERHEAD T&G TONGUE&GROOVE C 172ND ST,NE, 1,000 FT CAD FILE: 25-039_A0.1 ALT ALTERNATE F.O.I.C. FURNISHED BY OWNER, Opp OPPOSITE TG TEMPERED CLASS SHOWN 8'-0"A.F.FF_C17LING HEI(NT BUILDING SETBACKS: REWIRED PROPOSED ASR AUTOMATIC SP14NKLER RISER INSTALLED BY CONTRACTOR 0/ OVER DO. TOP QU TRUE NORTH — LNG FRONT: (EAST) 25'MIN. 136'-1" JOB NUMBER: 25-039 AVG AVERAGE FPHB FROST PROOF HOSE BIBB PEW PERPENDICULAR TYP TYPICAL � �FlNISII Cf]LING TiPE _ BAG BELOW FINISH FLOOR FRG FIBER REINFORCED PANELS) Pt PLATE, UTIL UTILITY N PROJECT NORTH REAR: (WEST)DESIGN CODES SIDE: (NORTH) 5'MIN. 35-2 1/2" SCOPE O F WORK CHECKED: SM BID BELOW FINISH GRADE FAG FOOTING P-LAM PLASTIC LAMINATE U.O.N. VINYL OTHERWISE NOTED DRAWN: JB BD BOARD GA GAUGE PLUMB PLUMBING V'CT WNYL COMPOSITION TILL 9.5 (AEI DESIGNATION BIDG BUILDING GAILY GALVANIZED PNL PANE,PANELING VIRT VERTICAL 0 SHEET KEY NOTE (SOUTH) 5'MIN. 8'-6" STATUS: SITE PLAN REVIEW B/S BUILIDNG STANDARD GC GENERAL CONTRACTOR PROI PRO.ECL PROJECTED ■/ WITH 1/4:12 ROOF SLOPE AND 2021 INTERNATIONAL BUILDING CODE IWTH WASHINGTON STATE AMENDMENTS SCOPE OF WORK SUMMARY: I.0. BOTTOM OF GIP GYPSUM LATH&PIASTER PRV PRESSURE REDUONG VALVE 0 WITHOUT DOOR SCHEDULE KEY(CORRESP.TO DIRECTION KEY .21 INTERNATIONAL ARE CODE �DSCAPE BUFFER TYPES NEW 11,250 SF PEMB AIRPLANE HANGAR BUILDING WITH ASSOCIATED PARKING LOT COVER SHEET BLOT BOTTOM GWB GYPSUM WALLBOARD PT POINT W-MAT WAD(OFF MAT ROOM NO,WHERE DOOR OCCURS) 2021 INTERNATIONAL MECHANICAL CODE AND LANDSCAPE IMPROVEMENTS. BTW BETWEEN H HIGH,HEIGHT QT QUARRY TILE WP WATERPROOF 101A CB CATCH BASIN HB HOSE BIBd FIR WARIER WR WATER RESSTANT DOOR SIFFlX BREAK LINE SYMBOL 2021 UNIFORM PLUMBING CODE BASED AVIATION RELATED SERMCE OPERATIONS USE,TYPE'B' FRONTAGE C.I. CAST IRON HM HOLLOW METAL R RADIUS WIRE WATER RESISTANT BARRIER 2021 WASHINGTON STATE ENERGY CODE LANDSCAPE TO BE PROVIDED.NO REQUIREMENTS FOR SIDE AND REAR BUILDING AO. CIP CAST IN PLACE HORIZ HORIZONTAL RD ROOF DRAIN WT WEIGHT O WINDOW SCIHEDULL KEY MATCH NNE MATCH NNE 2020 NATIONAL ELECTRICAL CODE SETBACKS PER AMC 20.76 TABLE 1.SEE SHEET A1.1 FOR MORE INFO. 'I CJ CONTROL DENT, HT HEIGHT RL RAIN LEADER Will WELDED WIRE MESH CONSTRUCTION JOINT HTR HEATER RECD RECEIVED WF WELDED WERE FABRIC 2017 ANSI A117.1-2017 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES CMU CONCRETE MASONRY UNIT INSUL INSULATION RE REFRIGERATOR,REFERENCE Y.C. YARD DRAIN KEY NOTES E] 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. El 10'X 15'CONCRETE PAD. g'E o a"S o=P ❑ LANDSCAPING PER LOCAL JURISDICTION REQUIREMENTS. I LL • LL LL LL LL LL LL LL LL LL LL LL �7 12•X 20'PARKING STALLS,TYP. - E T2 °P` o nE�;o I N m -°UrP=°m"r�2 El PAD W/2'HIGH CURBS.SEE DETAIL 10/71.0 v_o� E=8''vag, Q ry o E] 5-X 5'CONCRETE PAD AT DOOR LANDING,TYP. a om PAYFO RQ40WAY ®i a '.x 10 NEW PROPOSED 2—WAY DRIVEWAY 57 — I r it NEW 3'-0"WIDE LANDSCAPE STRIP �. u.. — — — — — — — _.-5'-O"SIDE. El .• .� •2T-0"•`T 38'-0" SETBACK,' 12 NEW 4'-0"WIDE CONCRETE SIDEWALK F ��`+ E a S. „� •40'�0",•, - Is E�E� gip)' rr 13 NEW BICYCLE RACK NTH 2 BIKE STALLS //♦��yl {x1 � u� 4aw' F`` y m '.'.' a • •12'X55' • .`.`. .`.`.`.`.`.`.`.`. . .`. '. '.-. 14 9'X 20'PARKING STALL .Ti M. m 20 'N .❑8 • - LOADING AREA•9• •6 136'_i"... ... _ :`:.:`:. Zii m .�.•.�. ` .�.'.�-. a 15 STRIPE 9'X 20'ADA VAN ACCESSIBLE PARKING STALL ADJACENT 75' 17 /,','•','•-,'•�,'• TO e'X 2 PROVIDE 0'ACCESS AISLE.PROE VAN ACCESSIBLE STALL q •�� �`•```�• - - SIGN,WHEEL STOP,AND IN—UNE CURB RAMP AT NEAREST D .❑7 '`�`•`` '. •.�\ � •:�y!-'y• LOCATION TO AN ACCESSIBLE BUILDING ENTRANCE. QR { 12 =I •`E`•`• 10'X 15'TRASH ENCLOSURE WITH LANDSCAPE SCREENING N �•�♦�• ` 17 OPENING IN CURB FOR NATURAL DRAINAGE F 11 -11 20'_0. 38._0„ 20,_0. .`.�. ." , . .•.•-T��1�%,• .\ ''� - ````•`•`":�: .'k \\L/`/i.`,—. _ I 18 EXISTING AIRPORT TARMAC TO REMAIN. 19 • 'C',','�,` `,�\ /"�'�.••' :, :,• DEMOUSH EXISTING LOT LIGHTS AS SHOWN. ..... . . C� DEMOLISH GATE AND PORTION OF EXISTING FENCE ON THE 1 PROPERTY AS SHOWN. SITE PLAN NOTES 1 ✓ia'.'. -r. .'. .'. . � � NEW PEMB :.:17.::t�:.:: `i><VI✓!!. I '.� •�! . . . . . . f 11,250 Sq. Feet • Z• I _ [� 1. DO NOT SCALE DWGS,WRITTEN DIMENSIONS GOVERN.IN CASE OF CONFECT NOTIFY ARCHITECT. /Q V • t4$�805 5q� Beet• \�� F aE • 2. DIMENSIONS MARKED E MEAN A TOLERANCE NOT GREATER NOR SMALLER THAN 2 INCHES FROM 12 ❑7 `• +krL Acres`• •`• LL / .LL- INDICATED DIMENSION,U.O.N. VERIFY FIELD DIMENSIONS EXCEEDING TOLERANCE W1H THE ARCHITECT.f : ` l`.`.`.` i"i • .�` / ': SECURE ARCHITECTS APPROVAL z all20'-0" I 11 ••• 25=0" 22'-0" LL-100" " 3. NOTIFY ARCHITECT IN NPoRNG OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCAHON(S)llF NEW Q �� . .\ CONSTRUCTION.UPON COMPLEHON OF PARTIRON LAYOUT,NOTIFY ARCHITECT.VERIRCARON OF THE REAR SETBACK :n:::: FRONT-SE+BArK LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTIRON INSTALLATION. I s 2� �':'�l 4. REFER TO SHEET A0.1 FOR ADDITIONAL NOTES,LEGENDS,SYMBOLS,ABBREVIAHONS,AND SCHEDULES Q \ }` . .w. 5 ❑ .•. :•: :• 11 Q_on 1.• 5. DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAM,U.O.N. :.:.:.:LANDSCAPE, LANDSCAPE- 6. "AUG4N"MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE •.` `````.SCRLLNING. Z I •• 1 7. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB,LEVEE SWARE AND TRUE. m z � 4 •. 13 ` W 16 `.".�.".`. ` Q Q z� � w > 42'-81/2" f —n — -r� . .� ` ` 5 0'SIDE . . ` a Z o_ . .`. `. . . .`.'.`.` `.`.`. . 17. SETBACK 'AW49117Yt'7,T0.V,'.' Q =O 460,, 254.50'I Lz GENERATOR PAD ~ N< W/CHAINUNK `--®-- I— FENCE " " .•.•.- REVSIDNS LEGENDNO. DATE BY I1 % , ® (s}�' " s g \• — — PROPERTY LINE �1 11/26/25 CITY COS POWER 0 01/06/26 CLIENT TRANSFORMER BUILDING SETBACK SYDEWAEK EXISTING CONCRETE CURB AWA7R7 5 NEW CONCRETE CURB ' • • • • • EXISTING FENCE ISSUE DATES DESIGN APPROVAL: EXISTING FENCE TO BE DEMOLISHED PERMIT SUBMITTAL: EXISTING CONSTRUCTION TO BE DEMOLISHED PERMIT RECEIVED: BID DOCS: NEW CONCRETE PAVED AREAS CONSTR.DOCS: Zoning&Design 24"06"SCALE: 1"=20'-0" Approval NEW LANDSCAPING PLOT DATE: 2026-01-07 February 9,2026 CAD FILE: 25-039_A1.0 by EXISTING EXISTING LOT LIGHTS JOB NUMBER: 25-039 CHECKED: SM Ameresia Lawlis SITE PLAN E�aM spa^^eae�. ,� cru=nmarema��n. � EXISTING LOT LIGHTS TO BE DEMOLISHED DRAWN: JB STATUS: SITE PLAN REVIEW SCALE:1"=20'-0" EXISTING FIRE HYDRANT 0 10 20 / SITE PLAN A1 .0 - \,,; EXISTING TREE W/DRIP LINE KEY NOTES LD PROVIDE SEMI-OPAQUE TYPE'S'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 five feet wide,but may be increased if,in the opinion of the permit-issuing authority,it is needed to better insulate or isolate us m and in all cases be a of ten feet along street frontages where required.The se opaque intended to partially black visual contact between u and to icreate a strong impression of the scomosedeparation of spaces$ The be fence,a landscaped earthue nberm�,native vegetationof,drought-tolerant vegetation,vegetated LID facilities,o existing vegetation. Z Compliance of vegetative screens or native vegetation will be judged based on the average mature height and density of °' 2a foliage of the subject species,or field observation of existing - aE5 _ • 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 =° ;o" '€co ='o planting patterns that will achieve this standard are Included in a E- ` the development design standards and the public works c.so adtQ vE construction standards and specifications. E a- _ - �2 PROVIDE PARKING LOT LANDSCAPING PER CITY OF ARLINGTON R�S'F E E-a63�'`or, ��A0901YAy DEVELOPMENT DESIGN STANDARDS.3.2.3.4 LANDSCAPE PLANTING ®m w a BEDS SHALL HAVE 1 TREE FOR EVERY 7 PARKING STALLS,1 o'E v E° __ SHRUB FOR EVERY 20 SF OF PLANTING BED AREA,AND s-"• =_ GROUNDCOVER BETWEEN ALL SHRUBS AND TREES. .S a - - NEW GROUND COVER ALONG BUILDING FRONTAGE «<-•z°v sa"E avS o a I�oa_ _ PROVIDE AN OPAQUE LANDSCAPED PERIMETER BED OR HEDGE h�- 8n t`—• AT LEAST 2'-6"HIGH TO SCREEN PARKING LOT WITHIN VISUAL ,'(•,',•• ,;, PROXIMITY OF PUBDC SIDEWALK,PER CITY OF ARLINGTON DESIGN L-, N c M •`i•••`• '� �`�•�`�•�`�` ` �`• STANDARDS COMPATIBILITY MATRIX NO.2.4.3.1(b) m Qy '" .'L•.'. b ,m`•G•_• •:•:•:•:•:•ice+'` d o •`�• •�EWESx• e.•��a'1838'. F •zJ47 sF TRDAD'SlGf1.'..•.'.•J-. � `" sv ma 2 � � za� vr��. .LL. 75 65F h-,.�• �.9 1 E IM LANDSCAPE NOTES d 3 4 � .• •.'.`.'�`.'.`.:• .©.�'. LL��'�•-LL -�y LL y 1. LANDSCAPE TO CONFORM TO AMC 20.76 SCREENING AND TREES REQUIREMENT& �' N 705E �'•'•'•'•'•'•'•� \ - \ - ? - f 1 2 BASED ON TABLE 20.76-1 LANDSCAPE SCREENING REWIREMENTS FOR USE TYPE AWATICN RELATED •:\•' °'' / +---•- -LL' �1,1�/.` .\ SERVICE OPERATION$FRONTAGE LANDSCAPING SHALL BE TYPE B',AND SIDE AND REAR FRONTAGES ~ • )�•,�.•.`.•.` * - - - -''`� �`-` DO NOT REQUIRE SCREENING. 3. PER AMC 2076.130(d)EACH TREE SHALL BE PRESUMED TO HAVE A CIRCULAR AREA NTH A 16 SO THAT 205 MIN.OF THE VEHICLE ACCOMMODATION- ACCOMMODATION AREA N1LL BE SHADED.(c)CENTER OF ` ` ` ` ` ` r, TREE TRUNKS TO BE LOCATED 2.5'MIN.TO A PAVED AREA,AND BE SURROUNDED BY 200 SF MIN. RAD .I`. �._.�.%. "�I OF UNPAVED AREA(g)VEHICLES CULL BE PRESUMED TO HAVE A MAX.OVERHANG OF 3'-6',AND TREES SHALL BE PLACED TO PREVENT VEHICLES FROM STRIKING TREES. 4. NO MODIFICATIONS TO DISRNG ADJACENT STREETS,ALLEYS OR DRIVEWAYS ARE ASSUMED.AMC ` :\}, -1. ✓• - \\- - - 20.76.110 AEWIRm TREES ACING DEDICATED STREETS'IS NOT Al'PUCPBLE u vI�r�` .� J o -�,,QQ�s= : � I{..:�fl.�:•o orb \ .� i \`LL' •�• � O NEW PEMB M` 757 SF ±11,250 Sq. Feet \ "`=Roe �L ARE9'.'. Q5,Sq fee�`•`,T�\ai ,` G* a 1�^ SITE AREA CALCULATIONS AND CONDITIONS N .(`. l`.•.`.' �`�..+ �- / Z LOT SIZE: 48,805 S.F.(1.12 ACRES) Q•�• �'•• ••• � TOTAL LOT COVERAGE: 31,635 SF APPROXA IMPERVIOUS AREA: 64.8% T °•� `,•,`,`,` ` '�v•�u s '� (100%MAX.ALLOWED PER AMC) Q ° v •�••• ••• a� '"''` TOTAL LANDSCAPE AREA: 17,171 S.F. (35.2%) i+. .`.•.`.•.',','•• ',�,�`. TOTAL VEHICLE ACCOMMODATION AREA: 10,618 SF n/ S `5,0.,`L`,`,`,`,`,`,`,`I ••• PARKING AREA SHADING CALCULATION: 2,457 SF(23%)SEE PLAN LL OZ •q ., •,:,:,•,:,:, ,• ` .OV (20%MIN.REQUIRED) m Z J 87 ./. : •.�. �- Uj W F—: W z LEGEND p p� z W > ••••••••—•• ""r `P- PROPERTY LINE Z z J a F o �•NB8'48'Oli 154.50' 1d'u'0' 10' 0' BUILDING SETBACK d CO o? 1 LANDSCAPE SCREENING EXISTING CONCRETE CURB H N of GENERATOR PAD I— Q NEW CONCRETE CURB W/CHAINUNK FENCE EXISTING FENCE REVISIONS p[(„Y NO. DATE BY NEW CONCRETE PAVED AREAS 0 11/26/25 CITY ® SO cos TRANSFORMER NEW LANDSCAPING Q3 gyp° SIDEWALK �4 ' AWW OAARE EXISTING LOT LIGHTS EXISTING FIRE HYDRANT ISSUE DATES DESIGN APPROVAL: \ PERMIT SUBMITTAL: PERMIT RECEIVED: EXISTING TREE W/DRIP LINE BID DOGS: CONSTR.DOCS: Zoning&Design - �� 24"x36"SCALE: 11.=20'-0" Approval \ PLOT DATE: 2025-12-01 • February 9,2026 NEW DECIDUOUS TREE W/ CAD FILE: 25-039_A1.0 15' SHADE OUTLINE JOB NUMBER: 25-039 etl by Ameresie CHECKED: SM Ameresia L li a®anmgbawa.gov, �si DRAWN: JB LANDSCAPE DIAGRAM eusag I � m'�' STATUS: SITE PLAN REVIEW V s V SCALE:V=20'4" "'?" NEW SHRUBS; SIZE AND SPECIES 0 10 20 PER PLANT SCHEDULE SHEET A1.2 LANDSCAPE DIAGRAM 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 & B04�4x\xxvXTS o=v°a� S S �E° _- S 1/2 S SHRUBS BOTANICAL / COMMON NAMES vE= °Ev`aca AZALEA X 'CANZONETTA' TM / KIMONO CANZONETTA AZALEA 1 GAL o ..7 EDGE OF PLANT BED, CURB NOao=E�Ro �Dm £as_3`av�oaE WALK, FENCE OR WALL CAREX MORROWII 'AUREA-VARIEGATA' / VARIEGATED JAPANESE SEDGE 1 GAL S = SPACING AS SHOWN ON PLANS of Pine GAULTHERIA SHALLON / SALAL 1 GAL s GROUNDCOVER PLANT SPACING NATIVE 1 NO O�"E O HELLEBORUS X ERICSMITHII 'COSEH 710' / PINK FROST HELLEBORE 1 GAL o E F y d PLAN VIEW OF STAKING MAHONIA AQUIFOLIUM 'COMPACTA' / COMPACT OREGON GRAPE 1 GAL ♦y F ��L NATIVE - N PROVIDE (3) 2" BVC ROUND STAKES r SPACED EVENLY AROUND TRUNK. STEEL T-BAR POST NANDINA DOMESTICA 'FIRE POWER' / FIREPOWER NANDINA 5 GAL ^'I zME o a LL PRE-STAIN STAKES DARK BROWN ADAPTIVE HIGH VISIBILITY FENCING MATERIAL 'CHAIN LOCK" TREE TIES OR APPROVED PER WSDOT STD.PLAN 1-10.10-01 a 3 EQUAL (Tie loosely to allow some 6'4'MAX. OSMANTHUS HETEROPHYLLUS 'GOSHIKI' / GOSHIKI HOLLY OLIVE 5 GAL - o movement.) SECURE CHAINLOCK TO I Cal BVC WITH 2 PENNY NAIL PINUS MUGO MUGO / DWARF MUGO PINE 5 GAL �i�e 'CHAIN LOCK" TREE TIES OR APPROVED EQUAL 4'-0"MIN. �' (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 J � '`h NTS VACCINIUM OVATUM / EVERGREEN HUCKLEBERRY 1 GAL J 2" DEPTH MULCH 3-WAY TOPSOIL O VIBURNUM DAVIDII / DAVID VIBURNUM 1 GAL 12" DEPTH NOTES: rrQ - - V 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 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 r` 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 N GROUND TO SUPPORT TREE ALL RETAINED TREES&SHALL REMAIN IN PLACE UNTIL REMOVAL IS AUTHORIZED BY I_I_ O 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 O TREE PROTECTION FENCING SHALL BE A MINIMUM OF FOUR FOOT TALL CHAIN-LINK 0 ui EVERGREEN TREE DETAIL UNLESS OTHER TYPES OF FENCING ARE AUTHORIZED BY THE CITY TREE OFFICIAL. z N rar TO scnlF LAMINATED SIGNAGE SHOULD BE ATTACHED TO THE FENCE A MINIMUM OF 25 FEET Uj w o //�� rn APART&READ: Q 0 � >� ILLI TREE PROTECTIONPROHIBITED AREA PLANTING NOTES Z Z Z PLAN VIEW OF STAKING ENTRANCE PROHIBITED J ¢ o CALL 425489-2700 TO REPORT VIOLATIONS a O 1. ANY DISCREPANCIES WITH THE DRAWINGS AND/OR SPEC'S AND SITE _ uj 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. � 11/26/25 CTY SECURE CHAINLOCK TO BVC WITH 2 PENNY NAIL 3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO 2 0 BEGINNING CONSTRUCTION. CALL DIAL-A-DIG 811 PRIOR TO DIGGING. 0 Al CHAIN LOCK" TREE TIES OR APPROVED 4. AVOID DAMAGE ABOVE AND BELOW GROUND TO EXISTING PLANT MATERIALS Al EQUAL (Tie loosely to allow some movement.) TO REMAIN. 0 SPUR DATES (3) 2" BVC ROUND STAKES DE APPROVAL.SET STAKES OUTSIDE ROOTBALL 5. (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.TR-Do BALL CON 2' DEPTH MULCH FINISH GRADE SHOWN IN LEGEND OR SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, S WALLS OR WALKS, MINIMUM PLANTING DISTANCE SHALL BE NINE (9) INCHES ROOTBALL FROM SAME. za°.as°scALE: As NOTED - ` 3-WAY TOPSOIL PLor onrE: oze-i2-oi t 25-039_A1.0 CUT AND REMOVE TWINE AND BURLAP 12" 7• cAORILe, Zoning&Design JOB NUMBER: 25-039 L DEPTH FROM TOP AND SIDES OF ROOTBALL 3-WAY TOPSOIL - u (Remove all wire baskets.) =i= February 9,2026 SRnwN: JIB CHECKED sM mill COMPACTED PLANTING MIX _ ,- COMPACTED PLANTING MIX 8. STATUS: SITE PLAN REVIEW III Ogtally slgnea by Nmeresa 2x DIAMETER NOTE: ¶_ OF ROOTBALL DRIVE STAKE TO ACCEPTABLE DEPTH AmeresiaLawliscHanm,aai'�° PLANTING DETAILS TO PROPERLY SUPPORT NEW TREE 2x DIAMETER 9, OF ROOTBALL ODECIDUOUS TREE PLANTING DETAIL SHRUB/GROUNDCOVER PLANTING DETAIL Q 4 NOT TO SCALE 10. ALL PLANTING AREAS SHALL RECEIVE 2" OF CEDAR GROVE COMPOST. • •� ■� NOT To 5CMP SECTION EXTERIOR FINISH LEGEND METAL CLADDING MFR: R&M STEEL COMPANY PANEL TYPE: TS 324 COLOR: LIGHT STONE METAL ROOFING MFR: R&M STEEL COMPANY 12 PANEL TYPE: TS 324 1 v COLOR: GALVALUME PLUS METAL TRIM .« MFR: R&M STEEL COMPANY COLOR: DARK BLUE 8E - HANGAR & GARAGE DOORS MURALS PROMDED BY OYMER,lYP MFR:R: STEEL COMPANY des "o€c fr COLOR: PACIFIC WHITE _ < Ti — r n — ® ACCENT METAL CLADDING Eoe DE MFR:R&M STEEL COMPANY ohm E s moE PANEL TYPE: TS 324 a" COLOR: DARK BLUE _ PRE-FABRICATED SLOPED FABRIC - `` " AWNING MBfEIY DESIGN, NG, ACCENT METAL CLADDING m.q `m e B"a SPEC.TO BEE ODDER DESCTV,TYP MFR:R&M STEEL COMPANY PANEL TYPE: TS 324 COLOR: PACIFIC WHITE o� cJ., 2'-2° 4'-0° '-0"3'-0° 6'-0" 33'-10° 10'-0' 20'-0' 15'-0° 5'-0" 10'-0° 33'-10° 3'-0°2'-0 4'-0" 2'-2° =I F• N oN cn M E$a GW,GE DOOR COMPRESSOR ROOM GARAGE DOOR U 150-0" F H rn—_ x � Ur�LLRa EAST ELEVATION �� Q .o o SCALE: 1'-0" V/ a s 12qwlm� U 1 v J o � Q E WALL PACK UGHTS AT DOORS: A-- SPEC.TO BE BIDDER DESIGN, Q M Z 3'-4° S-O" 65'-0' 5'-4° 65'-C S-0° 3'-4° W O J aaaYYY a��l`XXX »>YYY »>YYY alll"`»aYYY »aYYY N LL u j W rn W Q V W Q 2 WEST ELEVATION J a =o SCALE:1/8"=1'-0" `°Z y LL o z F N I_ E �2 Q REVISIONS NO. DATE BY 11/26/25 CITY 3i 0 8-0" C 0• ,. n` P' "n 7'0° 6'0• 6,0" 6'0• r-0° 6'-0° 3,0° 0 �] C_❑ C� [_❑ C� ❑❑ C❑ C❑ ISSUE DATES DESIGN APPROVAL: Zoning 88 Design PERMIT SUBMITTAL: 1 10 0 1 AppfOVel PERMIT RECEIVED: February 9,2026 BID DOGS: 'I cr mere:� CONSTR.DOCS: Ameresia Lawlis E���anm9m�wa.9o�, pHwa,x,rea'a Law°a 24"x36"SCALE: AS NOTED 3 2026.02.09 is:2e:�sofioo PLOT DATE: 2025-12-01 CAD FILE: 25-039_A3.0 JOB NUMBER: 25-039 2'-0° 6'-0° 2'-0 6'-0" 4'-0" 5'-0" 4'-0' 4'-0" 5'-0" 4'-0° 6'-0° ELEVATIONS BASED ON PEMB CUTSHEETS CHECKED: SM 75'-0° 10'-0° PROVIDED BY: DRAWN: JB R 3 M STEEL COMPANY STATUS: SITE PLAN REVIEW COMPRESSOR ROOM COMPRESSOR ROOMo.�.Ms wm a ARLINGTON'WAx� PEMB ELEVATIONS JSH PROPERTIES SB^ THUNDERBIRD HANGAR COMPRESSOR ROOM A3 . 0 3 NORTH ELEVATION 4 SOUTH ELEVATION 18204 59TH AVE N.E. SCALE:1/8.=9'-0" SCALE:1/8"=1'-0" Zoning&Design Approval February 9,2026 Di9lta�y sie dby Am .1. Lewrs DN:C=US. 5'CONCRETE SLAB W/6"X 6"- Ameresia Lawlis 2.9 X 2.9 W.W.F.OVER GRANULAR Da 2026o 09 BASE COURSE.SEE DETAIL 5/T1.0. - CURVED CONCRETE CAP o E=°n5 T.O.CMU, +8._0,. o E v CONCRETE FILLED BOLLARD PER DETAIL 6/TI.O. - - - L' NE OF FOUNDA ON BELOW,TYP. '. EB" -Eb o7-'oN�9m TYPICAL WALL CONSTRUCTION I O d O a E'o°° 8"CMU(SOLID GROUT) 9 Is _ E„ eE J I I T1.0 c �a ®v v I REINFORCING: ASTM A615,GR 60 I 7 - �`� a bo.sa"Eoa38a I VERTICAL #5 0 16'O.C. d PROVIDE&INSTALL 1 1/2°0 X 6'PIPE SLEEVE FOR EACH TRASH HORIZONTAL (2)#15 0 TOP& _— ————_——_— CANE BOLT AT FULL OPEN&CLOSED POSITIONS,TYPICAL. o o E o BOTTOM AND 0 48"O.C. SEE 9/T1.0. U N $ I l a I I w m' o ro d o a a z #4®12"O.C.MID-DEPTH OF SLAB,TYP.BELOW CMU WALLS / t CONCRETE SLAB PER DETAIL 5/T1.0 ----- 6"0 GALV.STEEL POST FILLED W/ ml S CONCRETE.EMBED S-O"INTO II (1)#4 CONTINUOUS,TYP. II N CONCRETE FOOTING,TYPICAL. SEE DETAIL 20/71.0. (2)#4 CONTINUOUS 0 BOTTOM, TYP. O.SLAB NOTE: EXTEND WATER AND \\\ + ELECTRICAL LINES TO NEW 7 . _ `° - a �- o - - '. °r \ LOCATION OF TRASH CORRAL. �j\�j\� TRASH ENCLOSURE SECTION 2 TRASH ENCLOSURE ENLARGED PLA T1.D QII�� SCALE:3/4"=1'-O" SCALE:114"=1'-O" 0 STEEL FRAME Q PAINTED GALVANIZED NOTE: SLOPE PAVEMENT TO Q METAL DECKING FOLLOW LOT FOR DRAINAGE METAL COLLAR TO FIT OVER 6"0 POST O Z N CURVED CONCRETE CAP (GREASE AREA BETWEEN PARKING LOT PAVEMENT MM Z w h T.O.CMU io SOLID GROUT CMU WALL-PAINT TO POST&HINGE) ASSEMBLY(SEE SPECS) W \ 1^ MATCH BASE COLOR OF BUILDING \ O L� uJ M A / WELD TO FRAME III Z N 6"0 STEEL GATE POST, \ / \\\ / o \ ° a w rn CONC.FILLED GALV.METAL DECK WITH TUBE STEEL \ W Z LU PAINTED GALVANIZED METAL FRAME&BRACE.PAINT TO MATCH BASE \\ j COLOR OF BUILDING.SEE DETAIL 8/T1.0. 5"CONCRETE SLAB'NTH HI-TECH Z LU Q DECKING BOLTED TO STEEL / \ \ 2"TO 3°TRIM ANGLE FIBERS REINFORCEMENT,SEE SITE K =Z TUBE FRAME - Z O \\ // CANE BOLTS.PROVIDE HOLES FOR TACK WELD TRIM ANGLE PLAN FOR LOCATION D J a 0)F / \ / TO THIS SIDE ONLY 4' COMPACTED GRAVEL d o Z n t7 / \ BOTH OPEN&CLOSED POSITIONS. 2"X2"X1/4°STEEL TUBE METAL COLLAR,TYP. HYDRAULIC GREASE FRAME W/WELDED JOINTS, ——————— ——————Aq WELD BOTTOM COLLAR FITTING DRILL&TAP H 04 TYP.EA.GATE LEAF T.O.SLAB V V TO POST.SEE 6/T1.0 HOLE(TYP.4 PLACES) Q co Q +0'-O" - FOUNDATION BELOW,TYP. T T ELEVATION PLAN I I REVISIONS L---_L L---i NO. DATE BY CONCRETE PAVEMENT TRA ENCLOSURE FRONT ELEVATION GATE HINGE DETAIL TRASH ENCLOSURE PAD DETAIL � 11/26/25 CITY 3 SH 5 SCALE:1/4"=1'-0" 4 SCALE:1 1/2"=1'-0" Zj� 01/06/26 CLIENT � GATE LEAF=7'-0"(VERIFY) 2^ Al I I I I I I• tea" y s -I •I 5"CONCRETE SLAB OVER R X 6'- ISSUE DATES 0 12"O.C. \\ / \\ 2.9%2.0 W.W.F.OIER GRANULAR DESIGN APPROVAL: #5 HINGE,SEE DE AIL 4/L0 /, \\ o o BASE COURSE.SEE DETAIL 5/TI.0. • CURVED CONCRETE CAP \\ 1"NIPPLE WELDEDvzl PERMIT SUBMITTAL: V A 2"XZ"1/4"ST EL TO FRAME W/ / / 1/2"STEEL PLATE TO PLATE \ WELDS JOITS,TYP.EA GATE EAT/ PERMIT RECEIVED: \ / (8)#5 VERT. \ SPILL CONTAINMENT PAD BID DOGS: • • CONSTR.DOGS: 6% ALV.ST EL&TI P) CONC. K PARKING LOT PANNG l TYP.ED \ o iF4 COLLARS 14®12'O.C.MID-DEPTH REINFORCING:ASTM A615,GR 60 24"136"SCALE: AS NOTED SOLID GROUT CMU WALL- / \ L R5 PLOT DATE: 2026-01-07 • • PAINT TO MATCH BASE / \ 1/2°BOLTS TO p OF SLAB,11P. VERTICAL- ®16'OC. PAIN D GALVANIZED METAL DE \ FRAME U HORIZONTAL-(2)IIS®TOP 25-039_T1.0 COLOR OF BUILDING / / BOLTS TO ST EL TUB FRAME; \ I' CONCRETE SLAB, &BOTTOM 'I CAD FILE: 3)#5 EA.WAY / PAINT TO MATH BASE BLDG. ER \ T.O.SLAB `; o PER DETAIL 5/TI.0 SIM. JOB NUMBER: 25-039 ( ELEVA IONS. \ 3/4"CANE BOLT +0'O" 0 BOTTOM _�_J // \ " " " " 3/4"CANE BOLT P. ti (2)14 CON➢NUWS®BOTTOM °I • • • W W/4"HOOK - CHECKED: SM HOOPS 0 9' O.C. FOUNDATION BELOW / \ / /4'HOOK - - �� // 3 4' 0 CA E BOLT \ i \�� - - - 1 L----------� SE DETAI 9/T1.0 / o o �/\�/\\ DRAWN: JB 3'-0"x 3'-0'SQUARE —' ----------------- ° ° ° ° - /�\�\\/\�/.���/%�/•�/%�/i.��ic ER PLAN•/�i//.//�.�/�.�/�\�/\/��\ .\/ STATUS: SITE PLAN REVIEW L---� TRASH ENCLOSURE FOUNDATION BELOW DETAILS n POST DETAIL (--\ TRASH ENCLOSURE SIDE ELEVATION GATE LEAF DETAIL N BOLT DETAIL �� SPILL CONTAINMENT PAD 0 SCALE:3/4"=1'-0" SCALE:1/4"=1'-0" SCALE:3/4"=1'-0" &�SC�ALE7�17112"=1'-0" SCALE:1/2"=1'-0" T1 .0 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 15M5N a EDGE PAYE. 1 J1 N89'D'4'W 2 \.yy 0 N4IC 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 13y6 E[uE's srcN} 1 �3 0� 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 1�b / } n 1 }`�/3✓e 1 1 a I 1'.A6 0111 i VERTICAL DATUM } NAVE 88,BASED UPON GNSS PEE TO THE WASHINGTON STATE REFERENCE NETWORK LEGAL DESCRIPTION NO LEGAL DESCRIPTION FOR THE AREA WAS GIVEN. 360 SURVEANG AND MAPPING,LLC CREATED A LEASE AREA(SHOWN HEREON)TO DISCUSS WITH THE AIRPORT v. \N\ \ 6 + 'D IJgB }iV 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 / Y3M� ��'`Q/�hrt y`t \11 < �I 2. 1HI5 SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT CONDITIONS EXISTING ON JUKE 19, 6 '115 3 _\` I 2025.ALL SURVEY CONTROL INDICATED AS"FOI WAS RECOVERED FOR THIS PROJECT IN JUNE, .� i 3 \ V^f' / /� \ I 2025. 4_, +V�� w /I 3. OTHER UTILITIES MAY EXIST ON THIS SITE. }V'}A5 / \ \�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'yy' Oy� LEGEND — — — — — — N89'46'O1T 130.00' 889'46'012 254.50' + A o s Syti EDGE OF CONCRETE OR PAVEMENT(AS NOTED) t54 Ngn + \ ry MH 11 V99 V'S81 GENERATOR PAD W/ + � \ ,, RIM'IJSss O CHAINLINK FENCE } + 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 ® EDGEOF ' El STORM CB sQ aRPoRr omcF SIOLWAlN SS MANHOLE 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�bT C C^9V A' O om y 44628 _(/yam/{yam^// ' RICHARD KENNETH DECAMP,PLS 'ONq�LpNO PROFESSIONAL LAND SURVEYOR REGISTRATION NO.44628 Zoning&Design 6/19/25 Approval February 9,2026 TOPOGRAPHIC SURVEY FOR: JSH PROPERTIES Di gitally signed by Ameresie AmefeSia LaW is ONa Gwrs@a^�^eloawa4o�, 360 SURVEYING & MAPPING, L L C CN-Flmeresia Lawlis DaW:2Uz6.oz.Ms 11kO 653 SUNFLOWER LANE 13:28:t5-o8'oa' CAMANO ISLAND,WA 98282 (4 2 5) 8 3 5-3 3 6 0 kerdecamp@gmail.com DATE: 6/19/25 1 DRAWN BY: RKD I JOB NO:JSH ARLINGTON I SHEET: 1 OF 1