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HomeMy WebLinkAbout16408 51ST AVE NE_BLD1734_2026 A PORTION OF SECTION 28,TOWNSHIP 31 NORTH, RANGE 05 EAST,W.M. W 1]4TH � _ Z4 x r O .Q 1 172nd St.NE 21 U4 <1- SURVEYOR'S NOTES: t is x � Z c�� 1. Site and surrounding topography in is based on 2005 Snohomish w � ai N Co LIDAR bare-earth survey data,and have been verified by field t B 8 7 H z oo o�h survey. > c 2.Utility locations should be verified by engineer and contractor prior to ¢ z 4)Q construction. 'g f N _City of Arlington Q 3 M DATUM&BENCHMARK — — — ---I L City of Marysville -6 p DATUM: rn -C 5N HORIZONTAL NAD 83/91 SITE N L P Washington State Plane N CO Q 10 VERTICAL W b NAVD 88 O SITE BENCHMARK: z b Cl) Concrete Monument with brass disc in case _ _ Elevation 118.18 7 s LEGAL DESCRIPTION \ 1 5 2 N D I v+ 3 Before BLA a — �_ D Section 28 Township 31 Range 05 Quarter NE BEG SE COR SEl/4 NEI MTH W \ ,�, o 0 ALG S LN SO SUB 806H TH N PLW E LN SUB 182FT TH E PUN S LN SUB 3D6FT TH S 32FT TH E PLW S LN SUB 500FT TO E LN SD SUB TH S ALG E LN PLG SUBJ ESE = o 00' a0 W PUD VICINITY MAP SCALE 1"=20 'a After BLA THE SOUTH 162.50 FEET OF THE FOLLOWING DESCRIBED PARCELIMF COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF 21 22 THE NORTHEAST QUARTER OF SECTION 28.TOWNSHIP 31 NORTH.RANGE 5 _ 2 2i EAST,W.M.:THENCE WEST 80 RODS;THENCE NORTH 20 RODS;THENCE EAST 80 RODS:THENCE SOUTH 2O RODS TO THE TRUE POINT OF BEGINNING: EXCEPT THE NORTH 30 FEET THEREOF;AND EXCEPT ROAD. �g A.Kg SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON PswoFW"sN m�J'C V 0 1G791 SV� Is ALS r 1 a i J I 3/aV8WI-012-00 Boundary Line fore BLA) ?' 1T Drainage& Q � , o 3 Utility Easement Iu 1Y A _ m - L Boundary Line } I 1 r \ �j w z z z z -PASAL faker BLAI eProPosed Hydrant e _ __� dng(tyPd) __ Zaf.,?7 i �dE ot,� 000_O� L-4 _ _ - - - ing ltypl 1 olarays ' - - _ ._. ire^' e 'Y B-' --_-W E rR RV S u Itypl - -.ae�c.No.iatxzu \I> 9 \ x 30'to be DeeK d Sp ..�.. i .��__ s_____ __ _ _ _ 24'Wide Pave"nt Trosh Birs-OW) i� ` _ aUo rc?m"�'rc' T , to City of Arlington 49 -- ,,�.: „�. ___ _ ___ __ _ ___ _ _ a 1- __SP - a.:�. -_i__ _ f .`�to fAnington �- 3 _ _ 53 54 L 3 R Se Ce S _ R - - "- 3P ;p_ _ h 481 W 51 52 55 b7 58 59` 601 61 652 63 � � SP- PASTURE I 65 66 67 R IMeraeCNgr SP bB 69 70 71 72 73 74 7 76 77 7 -9 80 $_ �... _ - 3P----bP �R 5p "� 3R �"- -' II �IY ; Aisle C,STA=52+02.38 / SP �., A r--T,--I- r--�-r,-�-r� T -T-,�sl�-� AIS..:T�� 8 82 eb 87 aB By 90 �' yl'T j CONTACT PERSON o a3 s4 e6 h 46 Aisle D,STA=60+61.00 -- _ * � *.L � T 1 .�,�r \� - Land Technologies Inc. 0 a '-' ,�, ^- r-r +�{--, ,y J Merle Ash om, �R)44 43 42 41 $P SP SP SP SP SP SP SP SP SP SP a a Slst ve.14 $TA= 96. 188203rd Ave.NE L QF 10' a SP \ 40 39 38 37 36 35 34 33 32 31 SP SP SP SP SP SP SP SP SP SP xr Arlington,WA 98223 3 6i Setback 29 28 2I 26 25 24 23 22 SP SP SP SP SP SP SP SP SP SP 13Ps dd"ng 3 J 1 ' ) I Ste CSIA_=4 00 360.652.9727 'O i \ 21 20 19 18 17 16 15 14 13 SPJ(7LSP SP SP SP J/ -z 9 8 7 6 Sr-BEng - Y i I�rR 1:'.C')f^�^\ \ merle@iondtechwaY.com > � _ � SP — — CivofAdhhaJon _ SITE ADDRESS La .a--� 25'ROW to be .�- -- �-�- _ �` m - L � Dedicated /-»e _ � < -- 5'Tmfl Swale -o - �� H (I \ �� 16408 51 Ave.NE -� z 3 Marysville,WA 98270 Q N -' -- t.!H loN 5�c N81 1T 56'Vy 1296.96' / '� 1_., 1O'Setback Une - _v CityotMays✓r7/e �,aieto,vos��r ce e - -- _ I Y Bvrmark� `l o APPLICANT y z - - na vrocoa»n/ -_ J -- - 31 ✓04-001-00 - \ Jim Klein o O Z - -wswsa�lv_ PASTURE Pocrfc rlinenlaleonk --------- _ Exit 10XJ' �-�'-�- Mar 152ntl A98 d `` 3_ T✓�" PAS7URE - Nac.Na 195PA99s (Y I \s Marysville,WA 98270 w EL 1 ENGINEER cn 0 w es,Inc.i CONSTRUCTION SITE PLAN o 120' James A.Kres Land Technologe,PE ¢ N 18820 3rd Ave.NE g Z Scale:V' 60' Arlington,WA 98223 a Q 360.652.9727 Service hook ups on jim@londtechway.com drivers side re«of pad ~ SURVEYOR U h- 29 David R.Downing&Associates David Downing,PLS s'--r-1r—I--e' PROJECT INFORMATION LOCAL SERVICES 422976fh St.NE#202 Tax Parcel Numbers 310528-001-011-W Sewage Disposal: City of Marysville Receive Marysville,WA 98270 Total Area 210,783 sf(4.84 OC) Water District: City of Marysville (� 360.653.5365 o O C'.. Comp.Plan Designation LI(Light Industrial) School District: Arlington School District#16 Existing Zoning GC(General Commercial) Fire District: Arlington Fire District DEC 10 zm CERTIFIED EROSION a U Exsting Land Use Single Family Residence Post Office: City of Arlington �1 Ee`1t I11 II/I CONTROL SPECIALIST 3 R 47 �,5 RV R Proposed Land Use RV Park Electric: Snohomish County PUD �INU L-`"'Y`I pace ace pace 15' Numberof Spaces 92 Phone: Frontier CommunicationsCob - y m 0 Gas:le: NWave Cable 1 0 P OPEN SPACE CALCULATIONS F Total Project Area(less ROW) 168,712 sf(3.87 ac) z a Open Space provided 40.t03sf(23.�ofsife). CONSTRUCTION DRAWING REVIEW 25— 42 5' Open Space required 33,747 sf(Z0,`U of site) H - Emerald Greens Sheet List Table ACKNOWLEDGMENT -� THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE a 24'Drive Aisle SITE AREA ANALYSIS Sheet Number Sheet Title WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS - DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE U Gross SiteArea 242.071 sf(4.84 ac) Cl Construction Site Plan RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER, WHOSE STAMP AND SIGNATURE s Area deeded as ROW 30,071 sf APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW Area in Aisle 94,440 sf DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE � Area in RV Spaces 94.440 sf � Conshuction Nofes 19 Area in Service Building 3,528 sf 9.Grading Plan OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY a C3 Clearin Gradin OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE Parking Parking2 Area in Open Space 10,784 sf ng ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS O° Totals 2T0,783d C4 Grading&TESC Details WHICH MAY AND, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT V R C5 Road Plan&Profile Space Space Space] Road Length 1,200If APPROVAL(HPA), WSDOE NOTICE OF IN NT 01), ANY CORP OF ENGINEERS FILL 75 CALL ATLEAST2 c6 StommvaterManagemenTPlanandProBe PERMITS AND T REQUIRE E E ENDANGERED SPECIES ACT. SHEET Parlangt Parking C8 BUSINESS DAYS I ( C7 sr«mwate Management Details BY. 7 C7 BEFORE YOU DIG 1 RV SPACE 2 SERVICE BUILDING C8 Composite Utility Plan C I of City Engin 22x34 1-800-424-5555 SCALE:1"=20' N T I APPROVAL VALID FOR 18 MONTHS --- n A PORTION OF SECTION 28,TOWNSHIP 31 NORTH,RANGE 05 EAST,W.M. o in LEGEND o LLu —ss— Sanitary Sewer line ` LLI � —->--- — Existing Sewer Line h Z N M —w— Proposed Water Line 0�Ir� ]01 Existing Water Line i <6 0 Proposed Utility Trench �ir < `O (Power,Phone Cable) a .iL 5- N n p o. z 10 104 ]to City of Arrington _... — \"\ \ \ J I _\ `——_ -YI I E— I-=FY ��til '//h9 �Ss�'oPW 3y r'J' f `1 l lr ,vrd-ail ,Monnole F 4'or Gi r I - -Pro osed Bounds Line (sting ep rWary Line id fi ------- �i - pl Y _ a Ex u 10 Setback _ - - svY o� isvar ww --�- =_ - 1 --- r r — — P Boundary - ewer 1� I I \V 6- 6y eevrsrex�p�? S � Conner on I '6usBng"Sharetl — ____ Proposed 8'Dudde I i5ewer Main 42' I � 49 ¢i W W �..��.�— "- Iron Wafer Main F.Se$City of Marysville ' ISr9 r�/7U�I� c r sP I-� -aP -SP - -sP—--sP- L -w- w - w — —— _ ss ,e--- _ _ _t ----i `1 Sewer PI / '.48 I 51 3P_ - -_ sf- p SP M 66 6666 6I� r_�. 68 - W s¢ ZI I 47 h ,_ C 8 $ 69 70 71 72 73 -I4 -37CS---'SP- " 83 w 84 _ J r LL1 SP yti -., -�-'--off--r-'-'��-�- -a-' ,_r--,--I-,- T8�-,_ 8 � � al 82 r &Sw. - 6... _� �. - - _ - _ �- p B7 J I a 46 I 9 ST �- r-�--+- e9 vo I I' 3 ii M a - SPq SP SP SP SP SP Sp Sp 3I ZBGY1 IZ 3 �TP"r r�-8 L _,- g J Y � I I r SPSP SP Sp SP SP Sp - �' 45 Sp SP Y ^� �I( \_ - O i< O O O O j SP W' SP sP \SP - @ SP SP LSP U O K I d —r ss _ s SP \/ ss SP , _ SP ' v �3s ` INTim; _ - s A �l\a Trench _ 17'S6"W 1296.96 ��—._�—— v� � ��,-———— 40 Deetl city ofAI r �I� 0J�l �I� o w —\ ✓dive p 1:I .I s Z Ie�r a �� > °5 0 50' 100' w i COMPOSITE UTILITY PLAN 7C) z o Scale:1"=50' a'm Q) z z + � 7- O 0 -u < N J O CL V) Z F � o J_ 6 � L1J Q d C C 4" 4Service Line' L o O U b"PVC 3 4" 4 Service O 5 8" I 8"PVC 3042 �L Tee Wye z 1 Sewer Connection Detail H SCALE:N7'S — E 0 U V r 0 CONSTRUCTION DRAWIN APPR VAL SHEEr F CALL AT LEAST 2 THIS PLAN�IEE ET HAS BEEN REV D PROVED O BUSINESS DAYS PERCONDIrI E ET. Cp of C$ BEFORE YOU DIG Br22X34 1-800-424-5555 DATE. c' ngiDler,ZZ OF�uNcro -�- TK 4PPROVAL VALID FOR 18 MONTHS c>�Y °'' COMMERCIAL PLUMBING y� o� PERMIT APPLICATION lI N�� Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS, AND TWO (2) SETS OF FIXTURE SPECIFICATIONS (CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: New Installation ❑ Addition/Alteration ❑ Industrial Project Address: I l G G OQ 5 9+ �v-c �r <<^M" U G V 3-)- Parcel ID#: Lot#: Subdivision: Project Description: Valuation: I Oy ao O Owner: �;.,... Phone Number:y1S;` SOV-2 WO-7 Address: -�0 5 �-�� S�• N�� City: ✓fl< State: LJ01- Zip Code: 2� I Contact Person: :w. �1G�ti Phone Number: Cell Phone: �— E-mail: -i Address: �— City: State: �_ Zip Code: Contractor: 'Uw�n.w Phone Number: Cell Phone: Email: Address: City: State: — Zip Code: r� Contractor License Number Expiration Date: Please indicate number of fixtures: Water Closet Floor Sink Sump Hose Bibb Miscellaneous Lavatory Laundry Tub Washer Water Heater Grease Trap Urinal Interceptor Sink 6 Med Gas Drinking Fountain Floor Drain Dishwasher Backflow Shower Other 6/16LP Page 2 of 3 A COMMERCIAL PLUMBING A PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This also includes replacement of a Hot Water Tank. The City of Arlington does not require a permit to stop leaks or clear stoppages, unless the piping being repaired is altered or replaced. PLUMBING PLAN REVIEW IS REQUIRED FOR THE FOLLOWING PROJECTS 1. New Commercial Buildings 2. New Multi-Family Buildings 3. Roof Drains and Overflow Systems 4. Tenant Improvements 5. Installation of Medical Gas Systems 6. Installation of Commercial Kitchen's and Deli's 7. Installation of Grease Traps 8. Installation of Grease Interceptors 9. Installation of Sumps 1& Installation of Cross Connection Backflow Devices SUBMIT TWO (2) COPIES OF THE FOLLOWING FOR PLUMBING PLAN REVIEW: ❑ Plumbing plans or drawings. (Minimum plan size is 18" X 24" scale, '/4" scale for details.) ❑ Provide one set of plumbing drawings maximum size 11" X 17" ❑ Size of sanitary and potable water systems. ❑ Location, type and specifications (cut sheets) of proposed fixtures and equipment. ❑ Riser diagram of waste and vent, potable water and rain water systems, including sizes. ❑ Medical gas piping riser diagram indicating type of gas, storage room and size of piping. ❑ Location and type of all backflow assemblies for each fixture. I hereby certify that I have read and examined this application and know the same to be true and correct and I am authorized to apply for this permit. 6/16LP Page 1 of 3 COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 PROPOSED BUILDING USE New Commercial ❑ Restaurant ❑ Automotive Based ❑ Commercial Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or are permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Swimming Fire Sprinkler Pools ❑ Coffee Steam Sprinkler ❑ Hydrotherapy Equip. ❑ ❑ Hot Tub/Spa ❑ Urn/Espresso Generators w/chemicals ❑ Carbonated BeVr Dental Equip. ❑ Dye Vats ❑ Aquarium ❑ Lawn Irrigation ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure ❑ Decorative ❑ Well on Washers Fountain property ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Other: WASTEWATER DISCHARGE 1. Does the plumbing system currently have a grease interceptor? ❑ Yes No ❑ Don't Know Date grease trap/interceptor was last cleaned (provide service record): _ 2. Does the plumbing system currently have an oil/water separator? ❑ Yes j No ❑ Don't Know 3. Date oil/water separator was last cleaned (provide service record): 4. Is water used in the business process(washing, rinsing,cooling)? ❑ Yes ❑-ii No ❑ Don't Know 5. Does your business require a NPDES permit? ❑ Yes mod_ No ❑ Don't Know I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. ,30v. 1 _ '1-47 t 7 Applicants Signature Date Print Applicants Name FOR STAFF USE ONLY Received �� n 1 w Permit# Accepted By Amount Received Receipt# Date R�ec ve�— 6/16LP Page 3 of 3 i I I �- CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATE_________Ay_ -- NO CHANGES AUTHORIZED UNLESS APPROVED BY THE OFFICE ING INSPECTOR COPY Service hook vps onBUILD drivers side rear of pad - tbl f PROJECT INI=ORMATION 141° Tax Parcel Numbers 310528-001-012-00 Total Area 17$,394 sf (4.10 ac) on Comp. Plan DesignWlon Ll (Light Industrial) Existing Zoning GC (General Commercial) R a° RV R !_ ':. �' Existing Land Use Single Family Residence Space. -Space pace Proposed Land Use RV Park Number of Spaces 92 O EN SPACE CALCULAT1O14S Ic a Total Project Area (Less ROW) 168.776 sf (3.87 ac) _ 'r 1 , Open Space prov ded 40,174 sf (239b of site) -�25' 42' <4' L _ '- _ Open Space required 33,�758 sf (209b of site) Emerald Greens - i l 24' Ddve Aisle SITE AREA ANALYSIS _ Gross Site Area r 178,3914 sf (4,10 ac) Area deeded Os ROW 9,618 sf Area in Aisle 30,590 sf Area in RV Spaces 94,500 sf 1 9� r �. Area in Service Building 3,528 sf Parking P Ing 2 Area in Opera Space 40,158 sf Total . 178,394 sf V R l Space .- � S ace , Spoce Road Length 1,2CO if y arking 1 ��a ing 2 1 NOV 02017 RV SPACE SERVICE BOILDING MAIN FLOOR PLAN NOTES ALL BEAMS AND HEADERS SHALL BE 4 x 10, UNLESS NOTED OTHERWISE. f 2. MAIN FLOOR TO BE CONCRETE FLOOR SI.AS:PROVIDE 4"THICK CONCRETE SLAB WITH 6)(c,W2.5 x W2.9 WWM OR FIBER MESH OV!6 MIL. BLACK VAPOR BARRIER OVER 2"SAND ON 4"COMPACTED FREE DRAINING GRAVEL FILL.SLOPE TO-FLOOR DRAINS&SEAL PER HEALTH 012-T. A� ARL Y SO FACE REQUIREMENTS Imo , SOLID BLOCK OVER ALL SUPPORTS •tt !` 4, EXTERIOR WALL TRAINING SHALL BE 2 x 4 @ 1$"Q,c.(UNO) g, INTERIOR XON-BWING &PLUMBING WALL.FRAMW SHALL BE 2 x 4(c;y, 16"c c.(LINO) � I � 6, SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO), � ALL FRAMING HARDWARE TO BE SiMPSON.PROVIDE ALL MANUF,RECOMMENDED FASTENERS.ALL - N CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED, I � 7,y— 9, FIRE BLOCK ALL PLUMBING PENETRATIONS FIRE BLOCK @ 10'4' INTERVALS,VERT IN WALLS- � v�� ® �, —�� ✓�'�'I� i I ��'��' 9, PROVIDE 110-VOLT INTERCONNECTED HARDWIRE CARBONMONOXiDE-SMOKE DETECTOR(CDISD) t ( A CENTRALLY LOCATED ON EACH SPACE.S EE PLAN `� vl vj j r' 1 � ', �11 I,) 10. PROVIDE EXHAUST FAN AT LAUNDRY,AND BATHROOMS,VENT TO EXTERIOR 11. PROVIDE GENERAL W Ui.ATION, PER ENERGY CODE REQUIREMENTS,AT WARM WALLS AND EXTERICk WALLS OF LIVING SPACE.(R-15 DENSE GATT)R-36 DENSE GATT AT ROOFICEILiNG AND R-30 AT FLOOR _ j f '1i2. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS.AN[.,FI 0OR/CEILINC = p n' 13. r'!- ;VfDE.(-),"SIDE A0 AT .AS APPI IHNGE Li:UATION o ^l� 14. PROVIDE INSTANTANIOUS INLINE VVATER HEATER FOR HOT WATER SUPPLY OR AT OWNERS OPTIOtii - -----� i PROVIDE ATTIC WATER HEAT ER INSTALLATION VVITH PRESSURE RELEASE VALVUE: DRIP PAN AND �G _ tP �`� ` `, INSULATION PER APPLICr,",LE CODES. - O 15. MECHANICAL, ELECTRICAL,AND PLUMBING ARI,DESIGN-BUILD.CUT SHEETS,MODEL NUMBERS. LAYOUT � AND CALCULATIONS SHALL BE PROVIDED AT INDIVIDUAL DISCIPLINE PERMIT SUBMITTAL,M : - - 16, TP,-A SH ENCLOSE SHALL 3E LOCATED AT EACH SERVICE BUILDING AS SHOWN ON THE PLAN AND IN J d y s;OMPLIANCE WITH JINI KELLY'S REQUIREMENT SEE DETAIL#5,SPACE.TO BE FENCLOSED VVITH BL cK VINYL COATED CHAIN-LINK FENCE&GATE SYSTEM 177 ma ¢ � � 71 , T- 21,E 3 — 10 MAIN FLOOR PLAN NOTES 1, ALL BEAMS AND HEADERS SHALL BE 4 x 10,UNLESS NOTED OTHERWISE. D� 2. MAIN FLOOR TO BE CONCRETE FLOOR SLAB:PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2,9 WWM OR FIBER MESH OV/8 MIL, BLACK VAPOR BARRIER OVER 2"SAND ON 4"COMPACTED FREE DRAINING 0 \ �' �� i] �f ` / s w ` f, t j GRAVEL PILL,SLOPE TO,FLOOR DRAINS&SEAL PER HEALTH DEPT SANITARY SURFACE REQUIREMENTS. v r ++ i r , _ 3. SOLID BLOCK OVER ALL SUPPORTS. EXTERIOR WALL FRAMING SHALL BE 2 x 4 a 18"o,c, (UNO) S, INTERIOR NON-BEARING &PLUMBING VMAU FF.Ah WG SHALL BE 2 x 4® 16"o,c,(WO) - SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH (UNO), ^^«- � {'�fY `; 7, ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUR RECOMMENDED FASTENERS,ALL N I I�► ~ Z:. �Q' - CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL 13E HOT DIPPED GALVANIZED, i m � D r i LT �; FIRE BLOCK ALL PLUMBING PENETRATIONS. FIRE BLOCK Z 10'-0"INTERVALS,VERT, IN WALLS. �D �-A 9" PROVIDE 110-VOLT INTERCONNECTED HARDWIRE CAR90Ni lONOXIDE-'SiriOKE DETECTOR(Cf7/SD) ` ® �j ' I ClrttiTRALLY LOCATED ON EACH SPADE,S EE PLAN ~' � (,. Qt 10. PROVIDE EXHAUST FAN AT LAUNDRY,AND BATHROOMS,VENT TO EXTERIOR. 11. PROVIDE GENERAL 14SULATIOW,PER EWIRGY CODE REQUIREMENTS,AT WAFw WALLS AND EXTERIORAL } �15 �� 4 WALLS OF LIVING SPACE, (R-15 DENSE 6ATT)R-36 DENSE BAfiT A7 ROOF/CEILING AND R 30 AT FLOOR, �; 12. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS AND FLOOR/CEILING, 1 3. PROVIDE OUTSIDE AIR AT GAS APPLIANCE LOCATIONS YT(] \ iI �C1' I" .' ✓ 14, PROVIDE.INSTA,NTA141OL IS INL INF%HATER HEATE.P..F-13'R HOT`14ATE.t SUPPLY C)IR AT OWNERS op'tION � ROVIGE A-rTiC vlATER HEATER iNSTALLATI110HWITH PRESSURE REUEASE DRIP PAH:iND �> INSULATION PER APPLICABLE CODES, 15. MECHANICAL,ELECTRICAL,AND PLUMBING ARE DESIrN-BUILD CUT SHEETS,MODEL NUMBERS, LAYOUT {ENO CALCULATIONS SHALL BE PROAADED AT iNDIVIDUAL DISCIPLINE PERMIT SU91 ITTAL, � x, 1..1r. �' 16. TRASH ENCLOSE SHALL BE L•OCATE[D AT EACH SERVICE BUILDING AS SI-id�WN ON THE PLAN AND IN � �,�j l) T- I -I \ e • s4 R.!I. `''I _ �`- IN�"` 04.L L.<� � °; a{TI�LIANC,E S,NITFi,IR0 KELG'a"S REQUIREMENT SEE ?E T;�IL',`r5 SPACET B Fid(`1.iJ5 D'J/i'i '1 di_� 'r � P fit'1✓i t' 0i'YL sOATE'[i CHAIN-LINK FENCE&GATE SYS"'EtA 711J ,011 _ _-----=---,- _ - -- - I ELtTIUN NOTES Z } �!' _ �--..--JJ �'�`'`� - - •-- 1. ALL EXTERIOR WALLS TO HAVE BOARD AND '" Q ry - BATTEN COMPOSITE SIDING,WITH TRIM AS O Z ! I.L. _ SHOWN ON ELEVATIONS, _ I i II 1 l i II 2. PROVIDE CONTINUOUS METAL GUTTERS ON 2 x Z u WOOD FASCIA.. 3. ROOFING MATERIAL TO BE ASPHALT ' COMPOSITIONS ROOFING, PROVIDE ZINC STRIP j Q Q I ; CONT, SCREENED RIDGEVENT.OWNER OPTION: to CL E Z O ( STANDfNG SEAM:METAL C) > 0' f 4. TRIM ALL WINDOWS AND DOORS WITH 2 x WOOD � Z Z WITH PRE-FINISHED METAL DRIP-FLASHING > W .J S 144 r \� _ •�,:,�..._=:,w � I _ ,_ � CAULK ENTIRE PERIMETER, (UNO). � Y � Q F{7i3NQATIONPLAW?QOTES EXTERIOR&INTERIOR BEARING WALL FRAMING SHALL BE 2 x 4 @ 16"o.c. (UNO) 2. INTERIOR NOWBEARING&PLUMBING WALL FRAMING SHALL BE 2 x 4@ 16"o.c. (UNO) 3. PERIMETER DOUNDATION SHALL BE MONO-POUR 12"WIDE AT BASE x ANGLE TO MEET UNDER SLAB WITH 2-#4 BARS CONT, HORIZ,TOP AND BOTTOM AND#4 BARS AT 24"o.c.VERT.ANGLED INTO SLAB WITH 24"MIN OVERLAP TO WWM OR 48"EXTENSION INTO SLAB WITH FIBER MESH.REBAR PER DETAIL, (UNLESS NOTED OTHERWISE)EXTERIOR WALL FRAMING SHALL BE 2 x 64C 18"o,c.ON PRESSURE TREATED SILL BOLTED TO FOUNDATION EDGE WITH 1/2"dla. ANCHOR BOLTS W/7"IMBED @ 48"ox, &WITHIN 12"BUT LESS THAN 41'FROM CORNERS AND END OF PLATE.PROVIDE 3"x 3"x 1'/4"SQUARE WASHERS AT EACH BOLT.PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS,ALL � CONNECTIONS TO PRESSURE TREATED MAILS SHALL BE H4T DIPPED GALVAMZED. CONCRETE FLOOR SLAB; PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2.9 WWM OR FIBER MESH OV/8 MIL, �. SLACtS VAPOR BARRIER OVER 2"SANO ON 4"COMPACTS FREE DRAINING GRAVEL FILL. 7�� /�� \ 5. PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE&NON-PREASURE TREATED WOOD. �•1t'i lea E% ��, �? J e. ALL FOOTINGS TO BE 16"MINIMUM BELOW FINISH GRADE AND TO BEAR ON UNDISTURBED SAIL, STEP FOOTING AS ' SITE REQUIRES, � ALL FRAMING HARDWARE TO BE SIMPSON,PROVIDE ALL MANUFACTURE RECOMMENDED FASTENERS.ALL "r CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE+IOT-DWED GAtVA1+11ZED. s 8. WATER PROOF EXTERIOR 510E Of FOUNDATION. '. ROOF FRAMING PLAN 1. ALL BEAMS AND HEADERS TO BE 4x10(UNO), �-� 2, SOLID BLOCK OVER SUPPORTS. ZZ —• �' 3. PROVIDE PRE-MANL)FA>CTURED ENGINEERED TRUSSES(0 24"o.c,&PROVIDEaIMPSQN HARDWARE AS NEEDED � FOR A COMPLETE INSTALLATION, SEE PLAN FOR LOCATION&TYPE t PROVIDE LADDER FRAMING AT GABLE ENDS(Q 24"o.c.,SEE PLAN FOR LOCATION PAOVtW CONTINUOUS METAL GUTTER ON 2 x WOOD FASCIA. PROVIDE 1/150 x ATTIC SQUARE FOOTAGE OF ATTIC VENTILATION AT EAVES OR 1/300 x ATTIC SQUARE FOOTAGE OF ATTIC VENTILATION IF 50% IS AT THE SAVE AND 50%IS AT THE RIDGE. c ALL ROOF AREA; 192 sgft x 1/300 w 0,54 tgft or 93,0 eq In NET FREE AREA ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. _ w / ROOF FRAMER TO PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH THE ENGINEER. ~r p 12. PROVIDE 22"x 30"min 20 MINUTE FIRE RATED ATTIC ACCESS DOOR WITH 30"CLEAR HEAD SPACE ABOVE. DOOR � 'Y34 SHALL BE SELF-CLOSING HINGES AND SMOKE SEAL.AT PERIMETER.MAWTAIN ACCESS THRU OUT AT SIC WHEN � --6 CONDITIONS MEET ABOVE REQUIREMENTS, L22 ELEVATION NOTES / 9 I-%•� 1. ALL EXTERYOR WALLS TO HAVE BOARD � AND BATTEN COMPOSITE SIDING,WITH 0 TRIM AS SHOWN ON ELEVATIONS. O — -H 2. PROVIDE CONTINUOUS METAL GUTTERS LL Z I I ON 2 WOOD FASCIA.. { V' W x 3, ROOFING MATERIAL TO BE ASPHALT Z_ Z a = , I � 3•--=-:; ._. _I_. � COMPOSITIONS ROOFING. PROVIDE W j ZINC-STRIP CONT. SCREENED RIDGE J w > VENT.OWNER OPTION:STANDING SEAM m fJ. � O I METAL UJ > r 4. TRIM ALL WINDOWS AND DOORS WITH 2 u x WOOD WITH PRE-FINISHED METAL y Z N Z DRIP-FLASHING. CAULK ENTIREip J PERIMETER,(UNO). i fJ �'�1 %U����� I - ►'; lam;- :I ff• % '�� ' n. A-2 VA,I► � I r RESTROOM & 3AREJER FREE HOTES 1. REVIEW ALL CONSTRRUCTON DOCUMENT$PRIOR TO CONSTRUCTION. 11 I I�.�� of 2. DOOR HARDWARIt SHALLSE LEVER HANDLE OPERATION. 3. TOILET FCOM PLAN ILLUSTRATES FIXTURE CLEARANCE DIMENSIONS AND /� r� MOUNTING HEIGHTS. I .1DI! j 4. DIMENSIONS,NOTES,AND EQUIPMENT TYPICAL FOR BARRIER FREE TOILET ti ROOM UNLESS OTHERWISE NOTED. M. PROVIDE+41-W PLASTIC LAMINATE OR FRP WAINSCOT AT WET WALL$WITH COVED BASE AT ENTIRE FLOOR PERIMETER.SEE FINISH SCHEDULE OR FINISHES r ) _ r PLAN FOR ADDITIONALTOILET ROOM FINISH REQUIREMENTS. B. LAVATORY RIM HEIGHT+2'-W TO 2"-10"ABOVE FINISH FLOOR. 7. LOWER EDGE OF LAVATORY MIN+2'-$ABOVE FINWED FLOOR. ri 9. LAVATORY SHAM.HAVE LEVER HANDLE FAUCET OPERATION LOCATED NO MORE f TWW 17"FROM THE FRONT EDGE OF THE LAVATORY. i 9. MIRROR M BE+3'-4"ABOVE PINISH FLOOR, I 1A.PROVIDE PAPER TOWEL DISPENSER,LOCATEO+3'4*M AXIMIM ABOVE FINISH — 2'2 •fiat C' FL OM 11.ROSTROQN FAN 10 SE INTAQRALLY SWITCH WITH LIQHTING ANID VENTEPSTO iL1 � � 24-54I 75 @ 16"OC. OUTRIDE. �z 12.CONNECT TO EXISTING WATER SYSTEM,IF FEASIBLE,OR PROVIDE INSTA^HOT RWATUER EI KN T MOUNTED UNDERSINK AND 1NACORONVCE WITMALL APPLICABLE f A Pf 5 L w/ Y,V K 10"A,P, tlR13.PROVIDE BLOCKING BEHINO GRAB BAR SUPPORTS CAPABLE OF SUPPORTING A d @ 48"O,C,w/IN 12"OF 1;NI? 4� � 300-POUN0 LOAD. & > 14.PROVIDE✓ OLID BLOCKING NEHIND ALL FIXTURES, i w/ 2"z2"x�/ir`s"5Q WA51�� IL PROVIDE AND MAINTAIN 5'-0'DIA.CLEAR AREA,ONE V-0"INCROACHMENTS � / ALLOWED. 18.PROVIDE 42"GRAB BAR BEHIND TOILET AND 54"GRAS BAR AT SIDE,MOUNTED AT 1 +33'TO+3e'ABOVE FINISH19D FLOOR. 17.PROVIDE IS-VERTICAL GRAB BAR,MOUNTED J9"-+41"FROM REAR WALL AND � �" GONG,SLPV3 w/ +3S"-41" TO BOTTOM OF BAR. 6x6 W2.9mv2.9 WWM 18. PROVIDE TOILET PAPER DISPENSER AT+1Y MAX IN FRONT OF EDGE OF TOILET. 19.MOUNT TOILET RIM HEIGHT or TO IV AND+18"MIN,TO CENTFR LINE FROM WALL, O WASP- It . d 6n COMP,61 W�L TRUSS VOTES , #4 ft @ 10" OC�CONf, / a for&POf MIN, @ TOP-2 @ P0f 1. ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED, 171 INSTALLED AND BRACED AS SPECIFIED BY ARCHITECT,ENGINEER&TRUSS MANUF. #4 PAP W f,@ 10, O.C. `. 1. ALL ROOF TRUSSES SHALL CARRY A MANO ACTUAIER'S STAMP. Mr.M.T-1jN l`-{�u ear 2 W CONE, 7 3. ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL 5ErIW WVEL OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. I ri [4E�-!{7�jo Z 4. PROVIDE TRUSS DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING INSPECTION. r't (4\/( O $. TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. 6. TRUSS MANUFATURER TO PROVIDE AU METAL-HANGER FOR ALL TRUSS 00WECTONS. 0 Z_ 7. ALTERATIONS OF TRUSS LAYOUT SHALL BE COORDINATED WITH THE ARCHITECT AND BUILDING I I V UCVMON V�fAL (MONO PDX . � LJ.R DEPARTMENT. Y..ffLC, '�I' O" 'Z Z Q � > 3 D C a o Lu > � �. 0GENE � � c� LJ ISSTS N Z' , RAFTERS,STUDS, BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR 2016 ENERGY CODE REQUIR.EMNTS. L 11, ALL JOISTS, BETTER Fv=75psi, Fb=830 psi, E= 1300000 psi. UNLESS NOTED OTHERWISE. INSULATK)N AND WINDOW§ LLI j c d 2. ALL SAWN BEAMS,HEADERS,POSTS, LINTELS,AND GIRDERS,4"NOMINAL,SHALL BE WALLS- 2 x 4 CONSTRUCTION DOUGLAS FIR-LARCH#2 OR BETTER Fv=95 psi, Fb=875 psi, e=1600000 psi;6"NOM, GLAZjNG- LI[1t.1KITt�- U.-FACTOR= U:--"f oc1 PARs LflW-E ARGON -- SHALL BE DOUGLAS FIR-LARCH#1 OR®E 7ER:Fv=85 psi;FIB=875 psi, CEILINGS- R-49 BATT IN INSULATION ALLOWED- USE R-38 DENSE BATT INSUL.W1 ADV. " E=1300000psi. UNO, ON PLAN. WALLS- R-15 BATT INSULATION ALLOWED- USE R-15 DENSE BATT(R-10 @ Headers) i 3. ALL GLUED-LAMINATED TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTER, (below and above grade) j) Fv=175 psi,Fb=2400 Psl,E=15001000 psi. FLOORS(heated areas)- R-10 RIGID USE R-10 RIGID INSULATION I A®3 I I I � y --TO NEAR' 5T CON51PUCl10N - � N N �/tip V FLL15H W/ or,Wa_ Or PVMNr, W/ MTACHVLC I, srn�p�s � �w WARNINGS Cl.0 � W PTH & IZNGTN � OF DAMP r a INrEGf.AI. PA15C12 & TPUNICASP POMC5 � .9"P. x2' N x Y Y 51'AI,L CUPS CUT r 1 I RESERV D - --C31,1 t 6ACK- 69?(�UNP W/ WF1 rc: 5YMi30L CL c0 & �-�rT�f?iNG ��,-, - r -fl,l� I Op s r� _ F NO dd t ONLY �t w/ Q 5TD, WO ANG r r;_ — r, � P PANTEP 0' C9 *, , ��MQ MT5 Lco Z Z d 0 i1J � NC�CI'. STALL Co a ►� v � 4 ~ o - � zemZ Mu z �+ PAM 5YMPO� W/ 4" 5TRIM ` h:,ar —TC%P HINGE-offIf�it 'I 5ftfcC trl PAP � Oil GrI7A / ,r-C30fTOM HI'Na- r--rIN15H GW� 17V 11,; ul II -- -- - %��I 1.�� ���►�.i_ + i..� ���, � ° - rye Q� / ft ��' � �•l� � F dam' /.�)'I �V .,-5{ ._ I -- --- I'`fF't��t✓ 1��f L=I� ��� y�,f�^�-1!-� ' .a l c:l w > ru ui cc X ll , A-5 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:16408 51st Ave NE Permit#:1734 Parcel#:31052800 101 100 Valuation: 15000.00 OWNER APPLICANT CONTRACTOR Name:KLEIN FAMILY PROPERTIES,LLC Name:James Klein Name: Address: 16408 51ST AVENUE NE Address:6101 152nd Street NE Address: City,State Zip:ARLINGTON,WA 98223 City,State Zip:Marysville,W 98271 City,State Zip:, Phone: Phone:425-508-2807 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 3 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC1 I0. SALES TAX NO" Sal tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded 'it y Ar'pgton# 101. kcob Ql -13-11 Signature Print Name Date Released By Da e CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/13/2017 Plumbing Permit Base Fee $25.00 11/13/2017 Plumbing Permit Fee(Enter Fixture Fee) $216.00 11/13/2017 Plumbing Plan Review Fees $250.00 11/13/2017 Process inglfechnology Fee $25.00 11/13/2017 Water Heater $75.00 Total Due: $591.00 Total Payment: $0.00 Balance Due: $591.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: FIXTURE INVENTORY: Hot Water Tank(50gal.120a w/limit stop @ 110a) lea ADA Shower Stall tea W Lavatory tea W N Floor Drain Sea ADA Toilet tea i? 3 w lea Washer r W Q Elf —� Hose Bib lea O `�` I_ WH` — 11/2"Vent ' F:7 *2 Fo v4 ' — � z r 2"VENT 3"VENT TO ROOF Locations are approximate ` 2* z^uv ,' actual locations may vary 1"WATER f UP -o- " r FD '1. 2 -YuP J 3°CO 1 PLUMBING LAYOUT Scale: 1/4"=T-0" Ill uTiYCAD Drawn By: Date: Project Title: Q Revision: Date Page No D Emarld Springs RV Park Douglas Almond o6/29/2017 0 DRAFTING&DESIGN g 16422-51st Avenue N E 0 7MWAO drafting and design speclallsC Drawing Title(s): Arlington,Washington P 6300 139th AVE SE Plumbing Layout Plan Snohomish,WA.98290 SUBMITTED BY OWNER of 0 1 Ph:206.225,0068 Fx7 360.568,5747 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:16408 51st Ave NE Permit#:1734 Parcel#:31052800101100 Valuation:15000.00 OWNER APPLICANT CONTRACTOR Name:KLEIN FAMILY PROPERTIES,LLC Name:James Klein Name: Address: 16408 51ST AVENUE NE Address:6101 152nd Street NE Address: City,State Zip:ARLINGTON,WA 98223 City,State Zip:Marysville,W 98271 City,State Zip:, Phone: Phone:425-508-2807 Phone: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Plumbing CODE YEAR: 2015 STORIES: I CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: 3 OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI10/IRC110. SALES TAX NO" :Sah, tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded 'it y Ar. gton# 101. �- Signature Print Name Date Released By z De, CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 11/13/2017 Plumbing Permit Base Fee $25.00 11/13/2017 Plumbing Permit Fee(Enter Fixture Fee) $216.00 11/13/2017 Plumbing Plan Review Fees $250.00 11/13/2017 Processing/Technology Fee $25.00 11/13/2017 Water Heater $75.00 Total Due: $591.00 Total Payment: $0.00 Balance Due: $591.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon A1,>Ae Permit Information Date 11/7/2017 Permit Number 1734 Project Name Emerald Springs RV Park(Shoultes RV Park) Applicant Name James Klein Applicant Address 6101 152nd Street NE City, State,Zip Marysville,W 98271 Contact James Klein Phone 425-508-2807 Email james.klein@live.com Permit Type Commercial Plumbing Site Address 16408 51 st Ave NE Valuation 15000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Service buildings for RV Park Assigned To Kristin Foster Property Owner Parcel Address Legal Owner Phone Zoning 31052800101100 16408 51 STAVE KLEIN FAMILY PROPERTIES, 111 Single Family Residence- NE ILLC Detached Review Date Type Description Target Date Completed Date Assigned To Status 11/7/2017 Commercial Plumbing 11/14/2017 (Kevin Olander In Review 11/7/2017 Commercial Plumbing 11/14/2017 IPW Admin Rev In Review 11/7/2017 Commercial Plumbing 11/14/2017 PW-Sew-Rev In Review 11/7/2017 commercial Plumbing 11/14/2017 PW-Wat-Rev In Review Fees Fee Description Notes Amount Plumbing Permit Base Fee 322.10.00.00 $25.0 Plumbing Permit Fee Enter Fixture Fee 322.10.00.00 $216.0 Plumbing Plan Review Fees 322.10.00.00 $250.00 Processing/Technology Fe 341.43.00.02 $25.00 Water Heater 322.10.00.0 $75.0 Total $5910a Notes Date Note 11/7/2017 Marysville's Utilities Uploaded Files Upload File Date File Uploaded B 11/7/2017 1:28:50 PM 1734 Plumbing Plan.pdf Foster. Kristin x 11/7/2017 1:28:21 PM 1-22-16 Approved Construction Plans Part3.pdf Foster,Kristin x 11/7/2017 1:26:53 PM 1734 Building Plans.pdf Foster,Kristin tx 11/7/2017 1:24:15 PM 1-22-16 Approved Construction Plans Partl.pdf Foster.Kristin11/7/2017 1:21:36 PM 1734 Applioation.pdf Foster,Kristin COMMERCIAL PLUMBING y PERMIT APPLICATION �lf'YG�O Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO (2) SETS OF CONSTRUCTION DRAWINGS, AND TWO (2) SETS OF FIXTURE SPECIFICATIONS (CUT SHEETS). CALCULATIONS ARE REQUIRED FOR GREASE INTERCEPTOR IF APPLICABLE. Type of Permit: New Installation 0 Addition/Alteration 0 Industrial ekg1i Project Address: 16 4 0Q S l ��,c �r �•^��o Parcel ID#: Lot#: Subdivision: Project Description: Valuation: I Or ao 0 Owner: V' e c 1 Phone Number: Ll 2S` SDV.2 9'0 7 Address: �-�I I t 5 �d S�• City:mckoq4S KI IC State: LJ°- Zip Code: CAT 2� I Contact Person: - :w. �1Lti v� Phone Number: Cell Phone �— E-mail: Address: �— City: State: Zip Code:— Contractor: Phone Number: �— Cell Phone: Email Address City: State: Zip Code: Contractor License Number: Expiration Date: Please indicate number of fixtures: Water Closet Floor Sink Sump Hose Bibb Miscellaneous Lavatory Laundry Tub Washer Water Heater_ Grease Trap Urinal Interceptor Sink 6 Med Gas Drinking Fountain Floor Drain Dishwasher Backflow Shower T Other 6/16LP Page 2 of 3 c'�y COMMERCIAL PLUMBING PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This also includes replacement of a Hot Water Tank. The City of Arlington does not require a permit to stop leaks or clear stoppages, unless the piping being repaired is altered or replaced. PLUMBING PLAN REVIEW IS REQUIRED FOR THE FOLLOWING PROJECTS 1. New Commercial Buildings 2. New Multi-Family Buildings 3. Roof Drains and Overflow Systems 4. Tenant Improvements 5. Installation of Medical Gas Systems 6. Installation of Commercial Kitchen's and Deli's 7. Installation of Grease Traps 8. Installation of Grease Interceptors 9. Installation of Sumps 10. Installation of Cross Connection Backflow Devices SUBMIT TWO (2) COPIES OF THE FOLLOWING FOR PLUMBING PLAN REVIEW: ❑ Plumbing plans or drawings. (Minimum plan size is 18" X 24" scale, %" scale for details.) ❑ Provide one set of plumbing drawings maximum size 11" X 17" ❑ Size of sanitary and potable water systems. ❑ Location, type and specifications (cut sheets) of proposed fixtures and equipment. ❑ Riser diagram of waste and vent, potable water and rain water systems, including sizes. ❑ Medical gas piping riser diagram indicating type of gas, storage room and size of piping. ❑ Location and type of all backflow assemblies for each fixture. I hereby certify that I have read and examined this application and know the same to be true and correct and I am authorized to apply for this permit. 6/16LP Page 1 of 3 3-1 °^ COMMERCIAL PLUMBING PERMIT APPLICATION �L IN�`�O Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 PROPOSED BUILDING USE lz , New Commercial ❑ Restaurant ❑ Automotive Based ❑ Commercial Addition/Alteration ❑ Office ❑ Machine Shop ❑ Industrial ❑ Medical ❑ Other: CROSS CONNECTION Please check all appliances that are proposed or are permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Swimming ❑ Fire Sprinkler Pools ❑ Coffee Steam Sprinkler Urn/Espresso ❑ Hydrotherapy Equip. ❑ Generators ❑ Hot Tub/Spa ❑ w/chemicals ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Aquarium ❑ Lawn Irrigation ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure ❑ Decorative ❑ Well on Washers Fountain property ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Other: WASTEWATER DISCHARGE 1. Does the plumbing system currently have a grease interceptor? ❑ Yes No ❑ Don't Know Date grease trap/interceptor was last cleaned (provide service record): 2. Does the plumbing system currently have an oil/water separator? ❑ Yes No lJ Don't Know 3. Date oil/water separator was last cleaned (provide service record): 4. Is water used in the business process(washing, rinsing, cooling)? ❑ Yes ❑ No ❑ Don't Know 5. Does your business require a NPDES permit? ❑ Yes "_ No ❑ Don't Know I hereby ce fy t the above in rmation is correct and that the construction on, and the occupancy and the use of the above-described property wi be n acco dance wit the laws, rules and regulation of the State of Washington QO V. I ''1-o t 7 Applicants Sign Da e mot) G. 16.t;r Print Applicants Name i FOR STAFF USE ONLY Received '1 y Permit# Ac epted By Amount Received Receipt# 0bTe'Rece1ve 6/16LP Page 3 of 3 1 1 •�� 1� � FIXTURE INVENTORY: Hot Water Tank(50gal. 120'w/limit stop @ 110°) lea ADA Shower Stall tea w Lavatory tea N Floor Drain Sea a w w ADA Toilet tea 0 3 J lea N Washer 3 o a Hose Bib lea WH j f�•" 11/2"Vent FD 2 z• FD J� l r % 2"VENT 3"VENT TO ROOF Locations are approximate ` , 2, z•uP ,' actual locations may vary 1'W I A E COPY f 3' r CITY OF ARLINGTON ti BUILDING DEPARTMENT 2 1=` APPROVED 2"U P 3'ro NO CHANGES AIJ,p'IORIZED UNLESS APPROVEP BY THE BUILDING INMICTOR PLUMBING LAYOUT Scale: 1/4"=T-0" KAI* N umCAD Drawn By: Date: Protect Tile: ® Revision: Date Page No. Emarld Springs RV Park DRAFTING& DESIGN Douglas Almond 06/29/2017 'I 16422-51st Avenue N.E. 0 'AutoCAD drafting and design specfallst' Drawing Title(s): Arlington,Washington 6300 139th AVE SE Plumbing Layout Plan Snohomish,WA.98290 SUBMITTED BY OWNER of: 01 Ph:206.225.0068 Fx:360.568.5747 Permit#: 1734 Permit Date: 11/07/17 Permit Type: COMMERCIAL PLUMBING Project Name: Emerald Springs RV Park(Shoultes RV Park) Applicant Name: James Klein Applicant Address: 6101 152nd Street NE Applicant, City, State, Zip: Marysville,W 98271 Contact: James Klein Phone: 425-508-2807 Email:james.klein@live.com Scope of Work: Service buildings for RV Park Valuation: 15000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/13/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800101100 16408 51 STAVE NE KLEIN FAMILY 111 Single Family PROPERTIES,LLC Residence-Detached Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/20/2017 C20.BUILDING BLDG#4 Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 11/07/2017 COMMERCIAL BUILDING PLUMBING 11/07/2017 COMMERCIAL No comments,LT PW-ADMIN-GIS PLUMBING 11/07/2017 COMMERCIAL Marysville sewer.SB PW-SEW-REV PLUMBING COMMERCIAL Marysville water system. 11/07/2017 PW-WAT-REV PLUMBING Gus Fees Fee Description Notes Amount Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit $216.00 Plumbing Plan Review Fees $250.00 Processing/Technology $25.00 Water Heater(Tank) $75.00 Total $591.00 Attached Letters Date Letter Description 11/13/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/13/2017 Emerald Springs South,LLC Check#1003 Kristin Foster $591.00 Outstanding Balance $0.00 Notes Date Note Created By: 11/07/2017 Marysville's Utilities Kristin Foster Uploaded Files Date File Name 11/13/2017 2773878-1734 Issued Permit.pdf 11/09/2017 2767320-RE Arlington Permit#1734.msg 11/07/2017 2761438-1734 Plumbing Plan.pdf 11/07/2017 2761437-1-22-16 Approved Construction Plans Part3.pdf 11/07/2017 2761430-1734 Building Plans.pdf 11/07/2017 2761404-1-22-16 Approved Construction Plans Partl.pdf 11/07/2017 2761383-1734 Application.pdf Permit#: 1734 Permit Date: 11/07/17 Permit Type: COMMERCIAL PLUMBING Project Name: Emerald Springs RV Park(Shoultes RV Park) Applicant Name: James Klein Applicant Address: 6101 152nd Street NE Applicant, City, State, Zip: Marysville,W 98271 Contact: James Klein Phone: 425-508-2807 Email:james.klein@live.com Scope of Work: Service buildings for RV Park Valuation: 15000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/13/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800101100 16408 51 STAVE NE KLEIN FAMILY 111 Single Family PROPERTIES,LLC Residence-Detached Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/20/2017 C20.BUILDING BLDG#4 Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 11/07/2017 COMMERCIAL BUILDING PLUMBING 11/07/2017 COMMERCIAL No comments,LT PW-ADMIN-GIS PLUMBING 11/07/2017 COMMERCIAL Marysville sewer.SB PW-SEW-REV PLUMBING COMMERCIAL Marysville water system. 11/07/2017 PW-WAT-REV PLUMBING Gus Fees Fee Description Notes Amount Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit $216.00 Plumbing Plan Review Fees $250.00 Processing/Technology $25.00 Water Heater(Tank) $75.00 Total $591.00 Attached Letters Date Letter Description 11/13/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 11/13/2017 Emerald Springs South,LLC Check#1003 Kristin Foster $591.00 Outstanding Balance $0.00 Notes Date Note Created By: 11/07/2017 Marysville's Utilities Kristin Foster Uploaded Files Date File Name 11/13/2017 2773878-1734 Issued Permit.pdf 11/09/2017 2767320-RE Arlington Permit#1734.msg 11/07/2017 2761438-1734 Plumbing Plan.pdf 11/07/2017 2761437-1-22-16 Approved Construction Plans Part3.pdf 11/07/2017 2761430-1734 Building Plans.pdf 11/07/2017 2761404-1-22-16 Approved Construction Plans Partl.pdf 11/07/2017 2761383-1734 Application.pdf Date: 03/19/2026 Permit#: 1734 Permit Date: 11/07/2017 Review Date: 11/07/2017 Permit Type: COMMERCIAL PLUMBING Review Type: COMMERCIAL PLUMBING Target Date: 11/14/2017 Scheduled Time: 00:00 Completed Date: 11/07/2017 Description: Marysville water system. Gus Review Status: Assigned To: PW-WAT REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31052800101100 KLEIN FAMILY PROPERTIES, LLC KLEIN FAMILY PROPERTIES, LLC 16408 51 ST AVENUE NE 16408 51 STAVE NE ARLINGTON, WA 98223 Zoning: 111 Single Family Residence - DetachedLot: Block: Date: 03/19/2026 Permit#: 1734 Permit Date: 11/07/2017 Review Date: 11/07/2017 Permit Type: COMMERCIAL PLUMBING Review Type: COMMERCIAL PLUMBING Target Date: 11/14/2017 Scheduled Time: 00:00 Completed Date: 11/08/2017 Description: Marysville sewer. SB Review Status: Assigned To: PW-SEW-REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31052800101100 KLEIN FAMILY PROPERTIES, LLC KLEIN FAMILY PROPERTIES, LLC 16408 51 ST AVENUE NE 16408 51 STAVE NE ARLINGTON, WA 98223 Zoning: 111 Single Family Residence - DetachedLot: Block: