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HomeMy WebLinkAbout16422 51st Ave Ne_BLD1430_2026 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development � ING`t� City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2) SETS OF CONSTRUCTION DRAWINGS AND TWO(2) SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. 16422 51st Avenue NE, Arlington Washington Project Address: Plat: ❑ Single-family ❑ Duplex ❑ Townhouse ❑ Addition Accessory structure Proposed Area: 1"' Floor: 192 sf 2"� Floor: Garage: Total SF: Describe Proposal (include cross street): Service building for Klein RV Park Valuation: 15,000. Owner: Jim Klein Address: 6101 152nd Street NE City: Marysville State: Zip Code:WA 98270 Phone: 425-508-2807 Email: Jacob.olin@live.com Applicant: Gonzales Design Partners, Ruth Gonzales P.O. Box 97 Arlington WA 98223 Address: City: State: Zip Code: Phone: 425-344-9942 Email: GonzalesDesignPartners@hotmail.com owner-builder Contractor: Address: City: State: Zip Code: Phone: Email: Contact Person: License Number: Expiration: 6'16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION ' Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out K plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x ❑ Sink (1.5) x l� Shower (2.0) x 2 [El Lavatory (1.0) x 4 l� Clothes Washer (4.0) x 1 Water Closet (2.5) x 4 ❑ Dishwasher (1.5) x Water Heater x 1 l� Hose Bibb (2.5) x 2 Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: see civil Proposed DWV Material: see civil Proposed Piping Material: see civil Proposed DWV Size: see civil • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION ' Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: ❑ Furnace (80+) Model # AFUE ❑ Heat Pump Model # SEER HSPE ❑ AC Unit Model # SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances ..°Applicant Signature: Date: 04/12/2017 Print Applicants Name: Ruth E. Gonzales 6/16LP Page 3 of 3 Kristin Foster From: SeamlessDocs <noreply@seamlessdocs.com> Sent: Friday, April 14, 2017 3:47 PM To: CED Main Line Subject: [City of Arlington Washington] Commercial Application Packet Submission This document has been sent on behalf of City of Arlington Washington by SeamlessDocs. Form Submission Commercial Application Packet Name of Project Klein Family RV Park Valuation 15,000 Project Address i 16422 - 51 st Avenue NE, ,Arlington Washington 98223 Parcel ID see BLA Legal Description See BLA City Jim Klein Phone Number 425-508-2807 State WA 2 Address 6101 152nd Street NE City-1 Marysville Zip Code 98270 Phone Number-1 Cell Phone State-1 3 Address-1 City_2 State-2 General Contractor Owner Builder Phone Number-2 4 Cell Phone-1 State-3 Address-2 City_3 State-4 Zip Code_l 5 Contractor s License Number Expiration Contact Person Ruth Gonzales, Gonzales Design Partners Phone Number-3 425-344-9942 Cell Phone-2 425-344-9942 6 State-5 GonzalesDesignPartners@hotmaii.com Address-3 P.O. Box 97 City_4 Arlington State-6 WA Zip Code_2 98223 Proposed Scope ofWork 192 sf slab on grade service building housing restrooms, showers and W/D for RV Park textarea_dsw NA textarea_AhA Project Name Tenant Klein Family RV Park Site Address 16422 - 51 st Avenue IBC Construction Type 8 VB IBC Occupancy Type R-1 Number of Stories Servie Building for RV Park Building Square Footage 192 sf Number of Stories 1 1 Square Footage Per Floor 192 sf 9 TextField 1 NA textarea_r3A NA Owner Jim Klein Print Applicants Name Ruth E Gonzales Owner Date April 14, 2017 picker_zNs 10 April 14, 2017 Powered by - D• 11 ' CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:16422 51st Ave NE Permit#: 1430 Parcel#:31052800101200 Valuation:45000.00 OWNER APPLICANT CONTRACTOR Name:KLEIN FAMILY PROPERTIES,LLC Name:Gonzales Design Partners Name:Klein Family Properties,LLC Address: 16408 51 ST AVENUE NE Address:PO Box 97 Address:6101 152nd Street NE City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Marysville,WA 98270 Phone: Phone:425-344-9942 Phone:425-508-28074 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 New CODE YEAR: 2015 STORIES: 1 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/IRC110. SAI.F.S TAX NOTICIKLSales tax relatin t construction and construction materials in the City f Arlin ton must be reported on your sales tax return ti,i anit coded C' of Arlington 3 l I C- 1-7 4=j ignature Print Name Date a eased By Date CONDITIONS See redlined plans for additional requirements. 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 6/6/2017 Building Permit Fee $839.98 6/6/2017 Building Plan Review Fee $230.54 6/6/2017 Building Plan Review Fee $315.45 6/6/2017 Processing/Technology Fee $25.00 6/6/2017 State Building Code Surcharge Fee $13.50 Total Due: $1,424.47 Total Payment: $230.54 Balance Due: $1,193.93 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 Ui a a N Q `D i �7 D CD CD CA CD Parking,.] Rarking 2 Q 0' rn rn ? ^ _ < rn a o c O � Q = n CD o0 ,•0 D a a '� 077771 77 A. N v, Drn 70 (a � a m C „` rn NQ �- O Z N 0 N V' Trash Bin Trash Bin o0 I i O o© O z x .o '0 y � 3 -o M -� DDDDD m � � m C70 :3 0 0 � � - -, cr, c� c� ° z m y co(a > Q C- Q. ° na a a a a C D 'a-0 C/) 0CLao5- rnrn- m r 11 �. - . �. a D m 0 0 (D � r � 2 � a CD (Dm Co a CD < H Q ° D � 7CD 0A 0 oQcca � 3 Z �• CD > QoCD m 0 �cCD - a• m. CD 'U cA CD a � ca a CD � 0 CD g y as W N M a N r- '+ N r- O (D CL (/) n G N < - O WNZ ?� . Z 3 ,0 wg,o°o Q Q ` 6 � � _ {fib 3 ,avo o w , o ;o ,oVo �, �,�, 5- 3 0 cn 3 o 0000N00000 � 00 � CD y, U* -yis N to Vf N .� (D () - n �' --h -h ooa ' a O CD CD a n CITY OF MARYSVILLE PUBLIC WORKS DEPARTMENT 80 Columbia Ave. Marysville,WA 98270 360-363-8100 CITY OF ARLINGTON REQUEST FOR REVIEW The City of Marysville Public Works is reviewing this application for the City of Arlington. Your comments will assist the City's evaluation and are sincerely appreciated. Please review and respond with either an APPROVED, APPROVED W/CONDITIONS, DISAPPROVED or NO COMMENT status in the subject line of your Review Memo via email to Contact listed below. Responding Agency: CITY OF MARYSVILLE Project No. AU17-0011 Review Staff. Jeff Cobb, Shane Freeman, Karen Latimer, Kim Daggett, Tim King_Brad Zahnow, Julie Davis and Kari Chennault, Deryl Tgylor Project Name: NEW KLEIN RV PARK MAINTENANCE BLDG Applicant: CITY OF ARLINGTON Proposal: NEW 192SF MAINTENANCE BLDG, Location: 16422 51 ST AVE NE Tax#: Date Sent: 4/20/17 Please return this request by: 4/25/17 No response by return date will result as "No comments/recommendations" For further questions contact: Katrina Newport or Bianca Korkeakoski Please return this form and your comments. Attachments may be discarded. RespondingAgency s Signature: z Date: �7 I, Comments/Recommendation: City of Public • Operations Memo To: Christopher Young, Director/Building Official From: Kim Bryant, Utility Maintenance Lead II Date: April 20, 2017 Re: Klein RV Park Service Bldg, AU17-0011 Public Works Operations has reviewed the Klein RV Park Service Bldg. submittal and has the following comments. 1. No comment If the applicant has any questions about these comments I can be contacted at (360) 363-8163 or kbryantCu-)-marysvillewa.gov. Marysville Memorandum To: Anne Miller From: Julie Davis Cross Connection Control Specialist Subject: ARL15-001 Mobile Home Park Date: 07/30/15 In response to your request for review of the above project, please note the following items. • Plumbing system is subject to applicable requirements of MMC Chapter 14.10 "Water Supply Cross-Connections" and WAC 246-290-490. • Premise isolation for each domestic water line is required immediately downstream of the water service meter. A Double Check Valve Assembly (DVCA) is required for this application.. • A Reduced Pressure Backflow Assembly (RPBA) is required immediately downstream of any irrigation meter and in an above ground hotbox if a chemical/fertilizer injection system is installed. If the irrigation system is not chemically injected, a DCVA is sufficient for this application. The DCVA may be installed in a in-ground meter type box or vault • On-site inspections are to be performed by the City of Marysville Cross Connection Control Specialist at rough-in and final—prior to activation of the water services. 48 hours notice is required,prior to inspection. • Testing of all backflow prevention assemblies, by a Washington State Certified Backflow Assembly Tester, is required prior to occupancy use per MMC 14.10.120. Test reports shall be forwarded to the City of Marysville Water Quality Office, prior to occupancy. Any questions regarding these comments, and scheduling for onsite inspections should be directed to Julie Davis 360-363-8141 jdavisgmarysvillewa.gov { J �,� »� i I� , ► (zp II LI III ol— - ' I _ I ti J 54 I I ; Z) G_ � o �3° -` ( i — A-- I \ v u � !-- --- i' I I V S m o p cn cn cn cn D cn o -0 m v -u n -0 C) D cn Oc O Z n n n n D n ci, O O rD O O Z O pZ r m O < z r z cn r _i m A A ? 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X 20 co m D G7 --ii rm- z � Z v za D N � T- z oz t. °•► TE�'� GONZPU5 n�51GN RED. 0 5 R,P¶o; BY oAT D SERVICE BUILDING FOR: 5 04/11/2017 KLEIN RV PARK N AL r W 16422 -51ST AVE.NE TEOFWASHING ARLINGTON, WASHINGTON "' '' WAg121" 14;47,"444"" eA PORTION OF SECTION 28,TOWNSHIP 31 NORTH, RANGE 05 EAST,W.M. 174 H v A� x IF a LL 20 i 172nd .NE 21 ® LLI SURVEYOR'S NOTES: 1 1 s J Z C-4, 1. Site and surrounding topography in is based on 2005 Snohomish Z N C4 CV LIDAR bore-eanh survey data,and have been verified by field t e e T H m 0 �a Survey. m City Z a)< 2.Utility locations should be verified by engineer and contractor prior to <3 M construction. f _ y of Arlington x� DATUM&BENCHMARK — — — -i L City of Marysville V -2 Cp n DATUM: IU :E5^ HORIZONTAL NAD 83/91 SST N=C� Washington State Plane N <sNr) VERTICAL `a NAVD 88 im z b SITE BENCHMARK: 29 Cl) Concrete Monument with brass disc in case Elevation 118.18 • 4..� �..�..I rls� LEGAL DESCRIPTION Before BLA 1 6 2 N D W 3: SEC 287WP 31 RGE 05RT-6-1)COM SE COR SEI/4NE1/4THW 132011THIN 330FT TH E 132OFT TH S 330FT TO POS LESS N 30FT THOF&EXC BEG SE \ O CORSE1 /4 NEi/4 THW AUG SLN SD SUB 806FT THNPLW ELN 182Ff THEPLW o Jo 0 S LN 306MH S PLW E LN 32FT TH E PLW S LN 50OFr TO E LN SD SEI/4 NE1/4 TH S ALG SD E LN TO POB VICINITY MAP SCALE I"=2000' eB F After BLA _ 21 22 o s A PORTION OF SECTION 28,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M. 27 6 DESCRIBED AS FOLLOWS: $ COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF Y' r - THE NORTHEAST QUARTER OF SECTION 28,TOWNSHIP 31 NORTH,RANGE 5 EAST,W.M.:THENCE WEST 80 RODS;THENCE NORTH 20 RODS;THENCE EAST g A.K,p 80 RODS;THENCE SOUTH 2O RODS TO THE TRUE POINT OF BEGINNING: �`wos.Asg7 EXCEPT THE NORTH 30 FEET THEREOF;AND EXCEPT ROAD AND EXCEPT THE T WooQ� SOUTH 162.50 FEET 310528-001-017-00 SITUATE IN THE COUNTY OF SNOHOMISH,STATE OF WASHINGTON � 7a ro N- .rce PASTURE �1 _ OB7Walanabe LLC -^y � o� 1sv91 ¢� - Clearing Limas '=l81 ' I �OryAt B� Aisle Entl=31+20.00 N87°1 T 51"W 1267.89' _ i_I. 30'to be Deeded, s Trail/Swab to City of Arlington `�' - _ I �z eo SP / 24'Wlde Pavement -"" I18 TO'Tetba6k thl��I, i 10'Setback_ I 45 SP 20' 144 43 42 41 40 39 38 37 SP 34 33 32 31 30 29 28 27 SP SP SP 22 2P 20 19 18 17 16 15 P 11 �� _�� SP S� 5 e SP/ SP $P Sp SP SP SP SP 36 35 26 25 24 SP SPSP SP SP SIR Intone IA 11 13 2 Aisle A I STA=22+00.87 47' 'T ' -r _ \ 9 e i-6-� i 3 7� 1 p I JL 1 \ Y N Aisle B,SPA=30+59.00 �� $ 200'R Service w ' r^ '��'-'' r-r•-i-r-r r,��_, N '�� }1�r T = 1 , P�lo r \ c SP Build 9 oc i � _ c r-T-�+-s-m-i� r-�--rTT+- E m�eNovse xi I �I 0 48 SP _ 58 59 SP SP _ ry �a - _ SP SP SP SP - 5P -55 56 57 60 61 62' 63 � 5___66 67^ SP SP Eesl✓m9Wdm9 /1O eerenw�el Tii I 515 fA a NE,STA= +29.00 ><Z } Iro�re�wbel ? I AB AS�A=1D+90.00 "'m 49 _ 53 54 _ I SP 5P SP SP 72 73 74 7P 7 _ h 51 SP SP SP SP SP SP SP _ Z Z Z Z - _ _ 7071 SP SP SP SP SP SP SP I a,Sro��P / S �� ..I _ �I-76 77 78 79 80 81 gl I SP SP __ _ . ® I B3 8I E 86 87 s` a 'POWer Ole - \I. Aisle End=3D'00.00 ___ ____ I_ _ f1 15' be Deeded r�SP ski, ri Swale L 3 BoundorY Une Proposed HYdron -., __ _ = l to City of Arlington -- O s] BLA) - - _ Building ^ -i- —_ -_ - Poskkg 1Nv1_ RV Spaca Ex st ng to be f PASTURE d - - ° 30'11rrainage,Grading.UtiAh/, Service - - - - - - LNPI_ _ ed hypd - - \ remov e _ arV Pedesfi easement Buiding(hp) 2 1 - - - Boundav Urre Trash aka INPI 1 I\ _ (before BLA) GSL-2� II CONTACT PERSON O _ 310528-001-012*370528-001-011-00 p L 1 Land Technologies Inc. Z l / A `S�' , 0 �\\, Merle Ash _ CutlerFme SondyLoam !c �� V 310528LYI1-014� gym - �� 18820 3rd Ave.HE I < 'F� I PA5T1/RE � ��` wr�as i&8. it ( I I( \�--•,ter Arlington.WA98223 0 3 I ^L L_i-$o'V I a v V 360.652.9727 0- o Z ( 360.653.5374 Fax ^^^ J �.,A7Earer f made®IandtechwoY•com � V - Bea A&7d2SRRf� SITE ADDRESS i c East. _ L_�___J �I�� (I I� k I� 16422515t Ave NE Ci e\^ IOwT ofAdinoton / r__ r l_ pp l 10 (/I1,1 Arlington,WA 98223 Q� CffyofMarys"71e -_..._. __ ..--; =ZT8'___ - _eur°�,°_ --- _. ..rBea- ! ( /iY. �gQnglmark- 7 t _ u APPLICANT Z -"'- _-- 310528004-001-00 -v \ 7d� A Jim } p PASTURE �T / �IIBpacific C'orfdenloLBank w-- \,_-` _- ,-L/g_ --^ -- 6101 152nd St.NE Q �( a I `\s Marysville,WA 98270 O -J r�� A d li a ENGINEER V) °� UJ Land Technologies,s,Inc. Z James A.Kresge, F N Irl }^\) ( 18820 3rd Ave.NE Arlington,WA 98223 < CONSTRUCTION SITE PLAN 0 12a jim*londtoc Service hook ups on lim�landtechway.com drivers side rear of pad Scale:I„=60' SURVEYOR U 28' David R.Downing&Associates David Downing,PLS B' 12' B' PROJECT INFORMATION LOCAL SERVICES 4229761hSt.NE0202 ~- Marysville,WA 98270 N Tax Parcel Numbers 310528-001-012-OD Sewage Disposal: City of Marysville 360.653.5385 Z Total Arco 178,394 st)4.10 cc) Water DLsMct: City of Marysville Received rA T ° ❑ Comp.Plan Designation U)Light Industrial) School District: Arlington School District M 16 Existing Zoning GC)General Commercial) Fire District: Arlington Fire District DEC 1 2�15 CERTIFIED EROSION o citExisting Land Use Single Family Residence Post OfAce: City of Arlington CONTROL SPECIALIST < R 42' RV R Proposed Land Use RV Pork Bectdc: Snohomish County PUD pace qz ace pace is, I Number of Spaces 92 Phone: Frontier Communications w✓ T _ d nn CCaable: NA veCoble - 1 8 OPEN SPACE CALCULATIONS Total Project Area(Len ROW) 168,776 sf 3.87 cc) i Open Space provided 40,74 sf IN of site) CONSTRUCTION DRAWING REVIEW I� 25'� Open Space required 33,758 sf(2D%of site) ACKNOWLEDGMENT o Emerald Greens THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE O1 a 3'O.C. 5' 9' S' WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS 24'Drive Aisle SITE AREA ANALYSIS Sheet List Table DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE 2 U Si}a Area 179,618 sf(4.10 cc) RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER. WHOSE STAMP AND SIGNATURE Area deeded as ROW 0,590 sf Sheet Number Sheet Title APPEAR ON THIS SHEET. ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW Area In Aisle 30,5905f DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE 19, Area in RV Spaces 94,500 sf Cl Construction Site Plan OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY Area in Service Building 3,528 sf C2 Construction Notes OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE Parldrpl Parking Area in Open Space 40,158 sf ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS FV R Total- 178,394d C3 Clearing,Grading&TESC WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT Pa Space Space Space Road Length 1,2001f C4 GRADING&TESC DETAILS APPROVAL(HPA), WSDO OTICE OF INUNY CORP OF ENGINEERS FILL PERMITS AND THElf, QUIREMEN SANGERED SPECIES ACT. SHEEP F CALL AT LEAST 2 I Pa kin 1 Parking 2 C5 Road Plan and Profile By: / C 1 of C8 BUSINESS DAYS C6 Storm Plan Profile E BEFORE YOU DIG 1 RV SPACE _ rZ SERVICE BUILDING C7 Storm Details Gty ngineer 22x34 1-800-424-5555 SCALE;I"=2a SCALE:1"-iD' — C8 Composite IllANPlan DATE: pL-7,2-16 THI PPROVAL VALID FOR 18 MONTHS ---- A PORTION OF SECTION 28,TOWNSHIP 31 NORTH,RANGE 05 EAST,W.M. 6 .Q Boundary Line Existing Path - Design Path y LL � Design Right-of-Way Line Design Building -W- Design Water lines Design Area of Disturbance ® W M ry e --.- Existing Building ---IW- Existing Water line Design Temporary Silt Fence i..1 Z CV u Existing Righ}of-Way,Line - -- 9 n9 04 Design Major Contour Line ----------- Design Building Setback Line All. Design/Existing Water Hytlrants Temporary Construction En}rance10 -- Existing Major Contour Line -SD- Design Stoml Drainage Line is FE Design/Exisfing Water Fittings G BMS Existing Soil Log O 7<10 Design Minor Contour Line -"--.SD- Existing Stone Drainage Line Design Drainfieltl NfAB BMP Designations Z N Q 1O Q 3 0 M Existing Minor Contour Line �p ❑ Design/Existing Type 1 Catch Basin - -- Design Fence -- Phase Line ®ne O Design/Existing Type 2 Catch Basin Existing Fence RG Designed I ic-Retention Cell V -C Design Tract Line • O Design/Exisfing Storm Drain Clean-out - ---- -- Existing Wetland Line/HatchN P ne/Hatch61 W' r p1N n Design Yard Drain Line ---- Design Buffer Une/Hatch OD Q LO Design Lot line -' 9 q ------ Existing Lot Line ❑ Design Yard Drain Catch Basin -- ''--"' Existing Buffer Line/Hatch Y RG-L 0 ---- Design Easement Line • O Design Yard Drain Cleanout - -''- Existing Section Line Designed BicRetention Cell Lined Z 10 ------- M Existing Easement Line Existing Section Symbol i r , Design Shed Dispersion --- Design Road Centerline Existing Power Une Existing Road Centerline Design Di B -T-r egn Drainage Basin Existing Power Symbol - � x Road Drain Dispersion y 3 Site Benchmark -- +- Design Swale Line ---T - Existing Telephone Line 1 w/100'Flow Path ADA CONSTRUCTION NOTES: o _ .Q" Fxstin Telephone y i' GENERAL NOTES Existing Benchmark Existing Ditch line g p one Symbol 1. All work and materah shall conform to the current edition of the City of Arington Public Works Standards and Specifications, ADA NOTES: 4� - / and the curtest editon of the Washington State Department of Transportation(WSDOT)Standard Specifications for road Tag notes shall apply to hardscope focliHes within the public Right-of-Way. O p Design Edge of Asphalt -ss Design Sanitary Sewer Line -G - Existing Gas Line 1 bridge,and municipal 11 Co A copy of these documents Shall be on site during construction. 1. Unless otherwise specified on the plans,or dratted by the City Engines,ao,,S slopes of s clewaga shall be i 5 Existing Edge of Asphalt ------ Existing Sanitary Sewer Line Existing Gas Symbol nominal 1.5%.cross slopes shall not be less than 1%nor exceed 2%. O _ 01 � ® NGPA signs 2. It is the Sole responsibility of the Developer/Contractor to obtain a grading permit right-of-way permit,and utility permits,from g.. v L Design Sidewalk ® Design/Existing Sanitary Sewer Manhole Existing Row Path the City.All required permits from other agencies must also be obtain d by the Develops/Contractor. 2, Maximum slopesshown on the Ions re resent the maximum 0lowable permitted b current onto r CJ n requirements. Contractor shall take Into consideration comtruction trances when placing sidewalks1011 ¢ -` Existing Sidewalk • O Design/Existing Sanitary Sewer Clean-out / EXIs}ing Tree Drip Line 3. Prior to any construction activity,the Developer/Contractor shall attend a pre-construction conferericewith the City.The to inswe maximum slopes are not exceeded. Z L--_J Comtroctor shag schedule the pre-construction conference by caging(360)403-3500.Pd.to scheduling,the Contractor Design Driveway,Lim/Hatch -Ss Design Sanitary Side Sewer must subrdt and receive approval far the traffic control plan,city Permits,temporary erosion and sediment control plan, 3. Completed sidewalks or other handmope elements that exceed maximum Specified slopes or are less than performance bond,copy of other agency permits,a copy of the controcto's Icenw,and proof of insurance coverage. minimum specified slopes shall be removed and replaced by the Contractor at the Contractors expense. 4. A copy of the approved construction plans must be on the job site when construction 6I In progress "- 5. All site work shall be constructed in accordance with the approved plans.Any deviation from the approved plans will require !1'�oF w'wsH c prior approval Rom the Owner,the City Engineer,and other appropriate public agencies. TP Cx z 6. All of the locations of the existing utilities Shown in the plans have been established by field survey or obtained from available records and shall therefore be considered approximate and rat necessarily complete.It is the sole responsibility of the - a Contractor to independently verify the accuracy of all utility locations. w 7. The Contractor shag locate and protect all costings and ufilifies during construction and shall contact the underground O�SSRO utilities locate service(i-800-4245555 or 811)of least 48 hours prior to comtruction 8. Inspection and acceptance of all work n be accomplished o representatives of the f Arington.it shag be the CONTRACTOR NOTE: y Z, L�' pet p p i tepresen City o ug 116 the responsibility of the contractor and construction manager to ensue that ail conflicts between plan sets C" Co actor s responsibility a ofcoordinatereplacement and ant of items appropriate of a et City allowing props advance notice.The ore identified and resolved prior to commencement of construction activities. Inspector may require removal ontl replacement of items that do not meet City Standards or were constructed without inspection. 9. The Contractor shall keep the on-site and off-site sheets clean at all times by cleordrg with a sweeping and/or vacuum truck. Washing of these streets will not be allowed without prior approval from the City Inspecfa. 10. The Contracto shall maintain two(2)Sets of"as-built"plans showing all field charges and modificahom.Immediately after CONSTRUCTION SEQUENCE construction completion,the Controctw shall deliver both copies of redYned Plans to the City.The CRY will forward are or u the copies to the design Engineer. 1. Arrange and attend a pre-construction meeting with City of Arlington staff,the on-site erosion control h specialist,the design engineer,and owner. R A 2. Identify clearing limits as required with gagging and/or temporary Barge construction fence. 65 CITY OF ARLINGTON STORM DRAINAGE NOTES: EROSION/SEDIMENTATION CONTROL NOTES: 3. Grade and install construction entrance(s). w w m Z Z v 1. All store drainage improvements shall be constructed in accordance with these approved plans and City 1. Approval of the Temporary Erosion/Sediment Control(TESCI plan does not constitute an approval of permanent road o w 0 Z Z Z Z Z r 0000� Standards and specifications.Any deviation from these plans will require prior approval from the owner, storm drainage design 4..Place silt farce,show bales.etc.as necessary to prevent sedimen}4aden runoff horn leaving site. w the City Engineer,and other appropriate public agencies. a ¢ 2. A TESL plan meeting the DOE Storm Wafer Management Mandl adapted by the(Sly Shag be submitted to the City for 5. Provide protection for existing offsite catch basins and other drainage facilities. 2. All pipe materials shall meat the requirements of the City Standards and Specifications.Acceptable storm approval prior to any work on the site.An approved copy must be maintained on-site and be..city available to the City drainage pipe materia6 include Concrete,pvc,hope,and ductile ion.Corrugated metal pipes Inspector aT thetr request. 6. Grade scooters. � (g.-ized aluminum or Steel ore not accepted by the City.AN pipe joints must have gaskets and shall 3. The TESC BMP's shown on the plan must be installed prior to all other clearing and grading activities,and in such a manner as 7. Grade and stabilize roads in conjunction with clearing and gracingactivity. u~l be water fight unless otherwise directed by the City. to ensure that wdimenf-ladden water does not enter the drainage system,leave the Site,or violate applicable water quaHy QQ 3. Pi bedding terial shag be 5/84nch minus crushed el fa all standards.maintenance,repalcement,and upgrading of the TESC plan is the responsibility of the Contractor unfit all 8. Install temporary Sodmentafion measures. W Pipe i g ma gray pipe types,except ductile iron. construction 6 complete and approved by the City. a Bedding material for ductile iron pipe shag meet the requirements of the City's Standards and t 9. Clear any vegetation on site.Complete mass gracing.Save gravel placed over relic topsail.Reconstruct Spedficotio s(Chapter 41. 4. The boundaries of the clearing limits,shown on the TESC plan,shall be clearly fenced or flagged in the field prior to starting sediment trapping measures as grading progresses.Relocate wrface water controls and erosion control Q = 4. All bench bockfill in areas of pavement a structural loading stall be compacted to at least 95%of litre onstwction.No disturbance beyond the fenced or flagged clearing limits shall be pemtitted.The fencing and/or flagging measures,or install new measures m site conditions change So as to maintain compliance with City of Z maximum dry density.All other areas shall be compacted to of least 90%of maximum dry density shay be maintained by the Contractor for the duration of the comhucfion project. Arington standards. °a¢ 5. The TESC facilites shown on the plans are the minimum requirements far the anticipated Site construction.During the 10.Locate and install BIcSwde system trenches and associated storni conveyance. L 3 F- 5. All pipe shall be placed on stable earth-If in the opinion of the city inspector the existing trench construction period,these TESC facilities shall be upgraded and added to as needed,for unexpected storm events and to 0 foundation is unsatisfactory,then it shall be excavated below grade arid bockfilled with gavel bedding reflect changed conditions,as required by the City. 11.Install Water and Sewer. L � oZ_ material to support the pipe. 6. The Contractor shag provide the city a 24hour emergency contact phone number of the Contractors certified erosion 72. Construct bathroom facilities. > 6. Lot drainage systems,stub-outs and any drains behind the Sidewalk must be installed as required prior to control Supervisor prior to starting compaction. a sidewalk construction.Stub-outs shag be marked with a 2"x4"with 3 feet visible above grade and marked 13. Final de,construct and roadways.Ensure that the t drainage tem is complete and La "STORM".Location and depth of these installations shall be shown an the asbuil plum submitted to the 7. The TESC facilities shall be inspected daily the Contractor and maintained as necessary to encore continued function and grade, Pave roe ys. permanent Sys pie Y pre N by functional. 3: Cry operation. 14.Remove any temporary sediment controls when permanent drainage is complete and erosion measus � ¢~ 6. All catch basins shall be type 1 unless otherwise shown on the plans and approved by the City.The use 8. Between October 1 and April 30,disturbed areas that are to be left unworked for mom than two(2)days shall be am in place and functional-Add topsoil to planting area&Plant min gardens and wefland areas in AA 28 and installation of inlets is discouraged. immediately covered by mulch,sod or plastic covering.between may 1 and September 30.disturbed areas that are to be accordance with landscape and welland mitigation plans. Ill n O Iett unworked for more than seven(7)days shall be immediately covered by seeding or other approved methods. 0 7. All catch basins with a depth of 5 feet(dim to Invert)or greater shag be type 2 catch balm equipped with Traps upon reaching 15. Remove remaining temporary erosion control measures when danger of erosion has passed and site 6 5 v 5 LU N 3/44nch diameter safety manhole steps or a manhole ladder per City Standard Details. 9. Sediment f 12 rocs shall be removed from all Catch Basins,Pre treatment/sediment Pond,and sediment Tro h' stabilized with final City of Arlington approval. O W o depth of 12 inches. 8. All grates shall be marked"ouffag to stream-dump no pollutants".all solid cover shall be marked"iron".ail 10. any permanent retention/detention facility used as a temporary willing basin shall be modified with the necessary erosion N OOZ O catch basins and manholes shall be equipped with locking frames and Ids a grates per City Standad Detaa& control measures,shall provide adequate storage capacity,and shall be cleaned out entirely once the Site 6 stobghed.if the O Z 9. All grates located In the gutter flow line(inlet and catch basin)shall be'Ylush"with pavement level. Permanent facility is to ultimately function as an infiltration system,the facility shall not be used as a temporary seta ing basin. z a 10. The Contractor shall be responsible fa adjusting all manhole,islet and catch basin homes and gates/covers 11. where seeding for temporary erosion control 6 required fast germinating grasses snag be applied of on approximate rate of O M grade lust Prior to curb installation anWPovng. where Per acre. ¢ 12 where straw mulch For temporary erosion control 6 required,it shall be applied at a minimum thickness of 3 inches,a 3,000 U 11. All retention/detention focilges shall be installed!and In operation prior to.orin conjunction with,all pounds per acre. construction activity,unless otherwise approved by the City. 13. Sorg stockpiles stroll be stabilized within 24 hairs.When actively waiting with the.1stockpile,slobghafion BY GROUND COVER F- 12. Detention/retention ponds with side lopes steeper than 3:1 orwg m mu h a mdm water depth greats than 3 BMPS shall occur at the end of each work day. ~ feet shag be enclosed with a vinyl coated chain Ink fence. Z 14. project. construction enhances shall be installed at the beginning of areas m k and maintained for the of then of the li Z 12. Bi do,in conjunction and/or flier ships shall g-comeg t�d bedded i seedetl and n operation Prior to,a project.Additional measures maybe required to insure that all proved areas are kept clean fa the duration of the project. sodded In conjunction with,asphalt paving.The vegetation in the bio-swale must be wag established before O Paving begins. 15. Maintenance and repair of TESL facilities and structures shall be conducted imn,ediateN upon recognition of a problem a U when the TESC measures become damaged. 13. Stone water mfesn on/detention facilities,storm drainage pipe and catch basins shall be flushed and cleaned ¢ by the Developer prior to the Cilys acceptance of the Project. 16. Upon completion of the project,oil bmp's shall be removed from the site and right of way.If bmp's are requketl to remain in 3 14. When infigralion focBfies are compucted,compaction of sail is not allowed as the design is based on natural place for further protection,arranements for removal shag be made with the city inspects. - N Soil in the original location.Vehicles shall not be driven over the inflhofflon area during construction. 15. If the contractor encounters groundwater or Soil conditions different tom that shown in the pom during infiltration system installation,the contractor shag notify the city Impactor. S_ ? a H � V U U K �11 TRUCTION DRAWING APPROVAL SHEET CALL AT LEAST 2 THIS PLAEE HAS BEEN RsEVIEWED AND APPROVED �] p BUSINESS DAYS By. PECOND TF AOt ' TITLE SHEEP. CZ of CV E BEFORE YOU DIG 1-800-424-5555 Engineer,CRY OF AR GTON DATE: -- O -2Z-lb APPROVAL VAUD FOR 18 MONTHS A PORTION OF SECTION 28,TOWNSHIP 31 NORTH,RANGE 05 EAST,W.M. BMP'S TO BE APPLIED AS APPROPRIATE y BMP's: CI01 Preserving Natural Vegetation ffer C 02 But Ter Zones R C105 Stabilized Construction Entrance X .`P C107 Stabilized Parking Argo to S 140 140 C120 Temporary&Permanent Seeding f�lS�e:� C121 Mulching �+ LU C123 Plastic Covering 'M 135 _..."..----- ------ ._. .._ -- ..-_.._-....--- -_-.. _.--'----_. -..---..... __- 135 C140 Dust control rl Z b CONSTRUCTION SWPPP m E > Ci51 Concrete nand a,)00 , ___- - - g U o CI51 Concrete Handling P h g The 12 elements that are part afar Construction SWPPP are as follows: 130 - - w SO C 53 152 Satritl Deliver Surface Pollution Prevention CQ 0 I. Mark Clewing Umlz Rtarto clearing orcistud*g the limits nest be marked.Thy I III '.""' -- ""-- 130 C160 CerBfied Erosion&Sediment Control Lead e and nt +�' >3'D element's part of most normal construction ploys as one of the first steps. I F gl C162 Schetluling Q (h 125 �_ Existing •� - C2001nterce for Dike and Swale -a C 2 Establish construction Access:AN erosion control plans shall Install a stabized Future South RV BI le 12'x15' - - -3omoae -- '--- -- BioSwale --- -�-�_.____...____ 125 C206 Level Spreader ,- or., constructbnentronce(arother method of preventing sediment transport onto the Grading 1 T�/�E�7T heck a UJ roads(.B a standard gravel construction entroae is proposed use gec tex8e fabric I Design Marro Clover v C208 Triongu ar Silt Dike h _ Ground �.__, an rear 12' __ C209 Outlet Protection O•-O� uncierthe rock.Note.,a wheel wash s required for pars that propose wlntergradng. 120 �_ _ __. �- ...._. _ _____ _______ ___ _____ _ -_." _- -... .____ _.... --�.._ --___ 120 C220 Storm Drain Inlet Protection NQCV 3. Detain lows:Btaed onadownstreom anoysisdmoy be necessaryade}onluraR ________ __ __ ___ _ - .- __ _ _______________ Ilt me LIDD I..site under c n It be on Crushed 10 ponder control flows during corstraiucfionnecessary}o construct mduse a detention 115 - ; _— _._.. _- __ -- Mow gra®esu�rfa ack. ._.__. __..__.- .__� _. "`Silts compost 4 ._ 115 C235 Swim Wet dTrapp 4. Install Sediment Controls:0 there is runoff from the construction site,sediment shot be Rototila anicL Layer Strip organic layer to �; removedfromthewater.Note that the walerqudAy standards must be met. 110 etoc IIe,Placa Clean Crushed Rock 5. Stabilize Sots:All by 18 ry� '?�•, ryl: n �n nw n? v,$ q mS o;sQ a8 1 o$ m$ - Ito exposed and ran++roricetl sal shill be stabifaetl use of BMP's.Note n � � � there are time periods of alowed exi ass fe that depend on the season.Groundcover °0 =- `=^- `= _ _ _ °ai ao ai °?o '?ad ^ad ^m m n w _ n n both temporary and permanent need tobe pat of the construction para. - - - - - - - - - - _ -C LAND DISTURBING AREA -0+25 -0+20 -0+10 0+00 0+10 0-20 0+30 0+40 0+5 0+60 0+80 +9p 1+00 1+10 1+ 1+30 1+40 1+50 Total SBS Arsa 178,394 sf(4.10 ac) = ; 6. Protect5bpes:Cut and H slopes need to be protected from erosive flows and Impervious Area 4 A-A'-CROSS SECTION SCALE;Horz 1-10' eta F e. (1:1)Vert I"=10' o o 0 concentrated Boors unW permanent coverand zlraimge conveyance systems are in ravel Parking 98.028 sf o b plat New Aisle 31,489 sf Total Impervious 129,517 sf v 7, w+aatect teer Drain Inlets:Nlstorm d'oniriets require protection from sediment and sit Land Disturbing Conceptual Area 198,041 sf uo CJ � & SabTns Chonnelsond Outlets:Temporarzid nent con Disturbance be stabilized a prevent erosion du ring and atiercwMlvction.CuNert�ouMeh requite 140 p protection. Aisle A 140 58ss Grating Strip Driveway 8,250 cy 9. Control Pollutants;The pan shall show how all pollutants,including waste materiak and 135 Gravel Fill 1.230 cy demolition debris,veil be handled.This Includes maintenance of construction -" '---- —'--" -- equipment fertilizers,application of chemicals,and water treatment systems. O —_ —_ J ..__.._--._..-__._...._- ._ ._._. .__ 135 A. 10. Control De-Wateri The water holm tl d U Total 7,020 cy cut e EoF wASH Het ng: de-waterirgsystems for trenches,volts aril 130 _. Rw' orC fovndahm shot be dschagedintoacontrolled system. 1 -. -..------- ---? -. ...._ __--t—. ... - _--._ ._ -�.- I 130 x 11. Maintain BMPs:The pan shot provide for inspection and maintenance of the planned 1 XII - --- I �e e � _.fie --___-. I _ _L_ AQUIFER RECHARGE/ w . 120 __- __-______I_ ___SenW12 Buiain Design Existing...._.. --_, _..- + BraTwa�e- -._. ----- 125 WELL HEAD PROTECTION do R Isves yw XII Future souM RV-- ------ ----- ----------- ----�------- �J Fs �'a131'fiPB� V 12. Manage a�aRgeak the plan shill outline how the site shall be managed fweroeon Grading Micro Clover Low,Over 100 ft. SyONAL V and project. 125 contrd and identify the management ream.it rseedea cover tract r,Craning, on rear 17 �and reponkng R conference,Wovde far notice of problems,re and con monitoring and - - ------------ - -------------------------- ------------------ ----------- -------- ------- ---- 1� -------- contingencypaming.One of the mie important elements In the wring to t. SOILS the project&panel fwconN Compost ng ngendes based on Bile risk of exposure dunng Phases -_... ._._ %� 4 Custer Fine Sandy Loam; ctle eveksgment.lf B essential that planning's ongoing throughout the life of the 115 __.._._ �— 115 Project Solis Hydrologic Soil Group:C/D Noma Loam; Hydrologic Soil Group:C 110 a$ ry '1 a a ^^ o ^g 710 Compact FIII Area to 95%Modified Proctor -8 as �� �� �� a� a� ��_ m°° - - - -0+25 -0+20 -0+10 0+00 0+10 0+30 0+40 0+50 0+60 0+70 0+90 B-B'-CROSS SECTION 1+W 1+10 +— 1+30 1+40 I+50 SCALE:Horz 110' e (1:1)Vert r'=10' m >g' �N YY�Z ZZZZr QQQQd Dus4aM. iUDaroc 104.OD �lzo> !�✓ f 3 _i ® Temporary _. - -. 7/8-��-� Sackpile Area rm - ,\ 0 \ 10 Temporary \ \� _ 5P N870 1 T 51'Vy 1267.89' ;/ \ O n I. ...__._..,.... Stockpile Area _ I t I I f__._.T.____ _. C2 -' ^ ! -L _ Z SP ' I I I 1----'C---- ® J\ i-d j I SP 1 J_�a SP I SP 1 SP 1 SP 1 SP I I I ___ ___ ____ ___ __ _ _- 11 _ -ilg_ - ^- _-9 J` - r J � lit 46 I an I_T5 -P 1 SP �._5P I SP 1 _ ___ _- L------- I I I Sp SP 1 I 1 ,..r T .1 __._ ___ _ - \ e pp SP I SP I I I 1 i I' -. ,v. _ -.. � - 1 � � r � ,� � 2 ' I SPCL I 1 I I I 1 I 1 1 T S%-T-. I I SP I SP I SP,�I� SP 1 1 i T , f'___T____l___ _Y_ _ n OOA j1,- I �V 47 -t-'-I--�-r- 8 '- I I - 1 I I I I I I I-3T"_' P 1 17 SP i -i 'P I I 12 ! 11 ,8� �g i___ ,!btaremold C..T__ f" I IT\1 _C �y _ I - ' ' I ^-^T- r-'r--F-1-I _ ,_ g ,_ 8 _ 8 I sP _� �_ 1 IIB 1 P y o\I y ! '8_. ., l ®I�A i - .. 1 "� 1 � I\ 1 1 - _ f _ 8 5P La I I-r'Tti--n-i I I 1 I 5P ' } i ` t I ii 'iu ..� 1D �i 18'._ I I ��'T- _ e I-r-r--'Nil-I- I '- 8 I 1 18 T I 7y1 6/-,� I_ iT,) 1 I II T N? II/� �I° "._.. .5� I I 53 � .5►-_�I'-SP_..:"_ ' 1 I I I I -+-�-I r-r- -r-I- -I-ram__ .. 1 8 '-------��..i 3 I i o I !�( <� r ------ ''�-I-�---I- 1 I II I I 1 2 r-Ty--T--i I H I 1 50 I 1 I I 1 I I 1 I 1 (~ I rn A �� 11 i i I55 1 57 . 58 I I 1 1 - I -.. r I I I rZ-1"-r-- __- _ I / 1 49 '_--._lam .. •. -__ I 1 I i 1 I 1 59 1 60 1 61 I 62 I 63 I 1 I I ee. I �,e __ - - L__.__- r=-1-=ss`____1_ __�_ L __ _i -.L ,.. 66 1.,_67 �.. `- � 70_I' i— ,to 1 i i 1 !robe"rcmo9edl-I- 1 �e tie r \ITem 3 W • I � _ 68 i I 1 _ to pare - y d9 1 _...1. - 75 76 I 77 7g P err SP '� j, I I n I I I V CQ etlon oV \ �..��..� j I I 79 80 1 81 SP 1 SP I 7 I I I i R A I O 1 1 I I I 1 I 82 I I I SP 1 SP jl Sp I jP EnifaflCe C Temporary Amended Sots ._. =_L_ _ Jz-z-c_L -_l- 11 -Iti---°°m--L_ 5P 1 6}1! 1 )� , ✓ - Sfockple Area brrine9 e✓da etl i d i 1 A '1\ , L____�_ ---Stoclsple Area is -.. - I. Disturbance - A , < -^�- -- b l J V L-i r I r _hA < � " � , �. r, _— I i w ��euBaloy y`_m E n tPr1 r-----r r 3 U 1 - I r ' A I Existing L__�..L.1 I a I a Buflding A Y iL ^ a E z Bldg I e idng 1, o I�; A \\ La Sodg CLEARING,GRADING&TESC �\ J \ \ /\ \^ 0 1 50' 100' Scale:1'�50' CONSTRUCTION DRAWING APPROVAL CALL AT LEAST 2 SHEET g THIS PUN SHEET HAS BEEN REVIEW D D APPROVED BUSINESS DAYS PER HECONDIfIO IN LE SHEET. E BEFORE YOU DIG C3 of C$ BY: 22x34 1-800-424-5555 Engineer,CITY ARLI DATE: _- T S APPROVAL VALID FOR 18 MONTHS a A PORTION OF SECTION 28,TOWNSHIP 31 NORTH,RANGE 05 EAST,W.M. o X p L° +� ZNM Gf 04 0 a 04 a 10 do M i9 a c o H m(74 n NtO �QCV d d M s G y 3 -" O � CD = O S ® H � o a s 6 i J �(00 AsytR1.l'.P c Av arOcn a iwe, ^Fs RT'asrBxg°p�= s ON AL ET h SEDIMENT TRAP ANALYSISN Water Quality Now per W WMH analysis(15 min on-fine Bow) Fitter fabric e k Qwo=0.57 cis Filter fabric material in material m A z SF =2 Safety Facto continuous rols.Use wire Ex•chain rink fence to 6" • V,.m.=0.00096 fps rings or rip ties to attach support silt film fabrics w m —r n v Fabric to fence z z z z z e OOOOm A=2.057/0.0D096 Provitle washed Gravel p=O 0 BacdN or Compacted N A=I,188 sf min area -- Notive Soil as directed by - -- engineer. h BMP C240 estop R xap N ry W 3.01 max 1 Exist Chain Unk Bury bottom of 8" 0 min. w Geotextile Fence Fitter Material In 8" M O by IZ'hench Z Existing 1 min tlePih erflow wood posts,standard or P Groundlne 1.5'Sediment Storage better for equi-ont) SECTION Y 3 1'depth h?'Rock7cD-i.�-harge to stabi6sdNOTE: I' pm2'-4"Rock onveyance.outieLor ELEVATION rT a mp ay etl be form by berm or by partial level spreader � o z or compete excavation. > m a TEMPORARY SEDIMENT TRAP DETAIL SILT FENCE DETAIL BMP C233 40 SCALE:NTS per 2005 SMMW W V°I-2 BMP C240 233 SCALE:NIS Per 2005 SMMW W Vol 2 Ch 4.2 U1 � Q H BMP C105 7 g O to g -i NOTES: Q y Q I. The entrance shall be maintained In a condition that will prevent trackkig or flowing of sediment onto W public right-of-ways.This may require top dressing.repair and/or cleanout of any measufes used to N Z Q trap sediment. O 2. When necessary,wheels shall be cleaned prior to entrance onto pubic right-of-way. p BMP C200 3. W hen washing is required,it shal be done on an area stabilized with crushed stone that drains Into a W an approved sediment hap or sediment basin. H Level Bottom PLAN (� .♦ Z Q O I 4-8'O ay Sp Is ( I.IT thick) /VFA In � �= C W r—Entrance Swale NearQ U TEMPORARY INTERCEPTOR SWALE �L 2 200 SCALE:NTS Per 2005 SMMW W Vo12 Ch 4.2 100' i Y' as w<n, acre Z rt 15 STABILIZED CONSTRUCTION ENTRANCE c 105 SCA E:NTS Adapted from 20D55MMW W Vol-2 Fig 4.2 V CONSTRUCTION DRAWING APPROVAL SHEET THIS PLAN SHEET HAS BEEN ReND APPROVED ,l PE HE CONDBI LE SHEET. C4 at C8 CALL AT LEAST 2 22x3a E BUSINESS DAYS B" ,E BEFORE YOU DIG dot-Z RYIOFA GTON ---- u 1-800-424-5555 DATE: l 2 ' b T APPROVAL . VALID FOR 18 MONTHS GiTY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 4P PHONE; (360)403-3551 BUILDING PERMIT Address: 16422 51st Ave NE Permit#: 1430 Parcel#:31052800101200 Valuation:45000.00 OWNER APPLICANT CONTRACTOR Name:KLEIN FAMILY PROPERTIES,LLC Name:Gonzales Design Partners Name:Klein Family Properties,LLC Address: 16408 51 ST AVENUE NE Address:PO Box 97 Address:6101 152nd Street NE City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Marysville,WA 98270 Phone: Phone:425-344-9942 Phone:425-508-28074 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 New CODE YEAR: 2015 STORIES: 1 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/IRC110. SALES TAX 1 •Sales tax rclatin,t construction and construction materials in the City of Arlington must be reported on your sales tax return fo an coded C' of Arlington 31 1 ignature Print Name Date Re eased By Date CONDITIONS See redlined plans for additional requirements. 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 6/6/2017 Building Permit Fee $839.98 6/6/2017 Building Plan Review Fee $230.54 6/6/2017 Building Plan Review Fee $315.45 6/6/2017 Processing/Technology Fee $25.00 6/6/2017 State Building Code Surcharge Fee $13.50 Total Due: $1,424.47 Total Payment: $230.54 Balance Due: $1,193.93 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 f 29 May 2017 Richard Karns, Building Official City of Arlington Planning and Economic Development Arlington, Washington 98223 RE: Shoultes RV Park, 16422—51"Avenue NE, Arlington,WA 98223 Dear Richard, Please accept the following in response to your comment letter dated May 22,2017 for the above noted project. • Accessible Sign shall be provided. item completed. • Shower stalls shall comply with barrier free design and shall have integral grab bars and folding seat. Model#and cut sheet shall be submitted with plumbing permit application. • Laundry facility in Barrier Free Service Building shall comply with barrier free design. Plumbing for washer shall be submitted with plumbing permit application. • Floor Drain shall be provided. Model#and cut sheet shall be submitted with plumbing permit application. • Poured Concrete floor shall be finished and sealed to comply with impervious surface requirement, see plan note# 2 sheet A-1 A&B. S I've' • Lighting and electrical shall be design build and submitted under separate cover by Electrical Contractor. • Exhaust Fan: Mechanical equipment and systems to be design build and shall be submitted with mechanical permit application. • Wall heater: Mechanical equipment and systems to be design build and shall be submitted with mechanical permit application. • See attached drawings with restroom elevations. • Water heater: Design,Model#and cut sheet shall be submitted with plumbing permit application. • Toilet Fixtures shall comply with Barrier Free requirements, plan notes and elevations as indicated on drawings. Plumbing contract to submit model#and cut sheets with plumbing permit application. • See attached completed WSEC forms. • See site plan for trash enclosure requirement compliance per Jim Kelly,also see detail#5, enclosure shall be constructed of black vinyl coated chain-link fence. • See site plan for Barrier Free parking space_ • IRC references have been removed. If you have any questions, please call 425-344-9942 or contact me via email at GonzalesDesignPartners@hotmail.com woo .,,.:. Sincerely, °:�. F��' ' Ruth E. Gonzales, Washington Architect License#5360 Gonzales Design Partners P.O. Box 97 .:._. Arlington,Washington 98223 STD WFWASS'.�'� Project wNNW . 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and all R1 Revised Jun 2016 General Info Project Title: Klein RV Services Building Date 5/29/2017 This PROJ-SUM Project Street Address: 16422 51st Avenue NE For Building Department Use form shall be Project City,County,Zip: Arlington WA 98223 ptovided as a cover sheet for all Project Owner or Rep: Jim Klein compliance form submittals.Project Jurisdiction: City of Arlington Title matches project plans title block Project Description New Construction and Additions Select all that apply to the -L,-/).New Building Bus'ding Addition Addition+Existing scope of project. Select Addition+Existing or Existing Building Rel Alteration+Existing if the existing building will be [J Alteration Alteration+Existing ❑Change in Space Conditioning combined with the addition or alteration to demonstrate El compliance per Section Change of Occupancy !!stores#3uild stg C502.1 or C503.1. Building Elements Scope-Select all that apply ❑All E/1 Building Envelolse Mechanical Systems Service Hot Water System, Lighting Systems D Electrical Systems C�All Commercial J Group R-R2,R3.&R4 0 over 3 stories and all R1 Mixed Use-Building is greater than three stories above grade and it has both Commercial and Group R Occupancy Type occupancies. Mixed Occupancy-Building is three stories of less above grade and it has both Commerical and Group R2,R3 or R4 occupancies. Select A41 Commerciat to dnxumel,0 compliance for Me commaraial areas of the building.7 he residential spaces shall comply with the WSEC Residential Provisions. - -- - -'Am Select all that apply to the scope of project Fully Conditioned 0 Serni-heated E]Refrigerated'rl'arehouse, Walk-in Cooler/Freezer, EJ Low Energy space Category3 Refrigerated Display Case' Space Conditioning Categories Eligible Low Energy Spaces 0 Unconditioned E] Lour energy heatinglcooling eapaci4 j [1 Wireless service Greenhouse^ ®Equipment building equipment shelter Floor Area and doors Above Grade Buring Cram cr s C� eiiftnmd Fsaor Area Project Gross Conditioned Floor Area Stories 1 224sf 224sf Q Prescrtptiw T IN BuiJding Performance Prescriptive-Projects complybv prescriplivefv shaft demonstrate compliance with all Wprccable mandatory and presonptve requirements of ties code. Reffer to em t for more information Compbance forms to General Compliance include a th a Prescriptive subnOtat:All aAo9cableENV-LTG MECHand C4W- Patli Total Bullding Perfiormance-Projects complying v1a total building performance(773P)steal!include a summary of Pei* a whole building energy motel per Seclipn C407 and sl►alf demonstrate compliance with all applieabfe marlddtory provisions to this Ccde.Refer to Section C40t.2,Uem 211 more information. Compliance forms fo lncltxle tvrth 3 TPB submital'PR�J 5UN1 G;Ofi SLIM&C406 OFTR2 ENt/CHK,LTG EXT.LTG CHK,and all MECH forms(eccept MECH-ECONO). �vr Envelope Summary 2015 WSEC Compliance Forms for Commercial Buildings including R2,R3,&R4 over 3 stories and ail Eat Revised Jun 2016 Project Info Project Title: Klein RV Services Building Date 05/29/2017 Applicant Information Provide contact information fo-indwidua(alto can For Budding Department Use Compliance forms respond to inquiries about compliance form information provided. do not require a password to use Company Name: Klein Family Instructional and Company Address: 6101 152nd Street ICE,Arlington,WA calm dating cells art? write-protected. Applicant Name: Jim Klein Applicant Phone.- Applicant Email: Project Description New Building Addition Alteration Occupancy Twe Ail Commercial O Group R-ART R1 and R2,R3,R4 over 3 stories 0 Selection required to enable forms. Envelope Compliance Path (OD Prescriptive 0 Component Performance Selection required to enable forms. Component Performance 0 Standard 0 Change of Occupancy/Conditioning 0 Calculation Type Selection required to enable ENV-(,'A Additional Efficiency Package Option-C406_8 Enhanced Envelope and ENV-SHGC forms. To comply,demonstrate building thermal etwelope performance is 15%lower than the Target UA. Air barrier testing per Section C402.5.1.2 Air barrier testing not required included in project scope Air Barrier Testing Adddional Efficiency Package Opiion-C406 g Reduced Air Infittration To comply demonstrate that measwed arr leekage of building envelope does not exceed 0.25 cfrnfft'(air barrier surface area)under test pressure of 0.3 inch w.g. Vertical Fenestration and Total Vertical Gross Exterior Skylight Area Calculation Ferrestratim Above Gracie °%Vertical Prescriptive Path-Enter values for trough opening! divided by WaE Area times 100 equals Fenestration vertical fenestration,skylights,gross walls 8 .0 _ 1792 .0 X 100 = 0.4% and roof on this ENV-SUM worksheet. Component Performance-Enter values Gross Exterior in ENV-UA and/or ENV-UA-GROUP-R Total Skyligt?t divided by Root Area times 100 equals %Skylight worksheet. These values auto-fill frown ENV-UA and are write-protected on ENV _ 224 .0 X 100 = 0.0 0 Vertical Fenestration VERTICAL FENESTRATION AREA COMPLIES Fenestration Area Compliance Area Skylight area aK`UGHT AREA COMPLIES 'vertical Fenestration High prrforanance feroc-stration U-factors and SH(30 per C402.4.1.3 Alternates Dedicated octdoor air systern per C402.4.1 4 and C403_6 Show locations of qualifying daylight zone 0 In buildings?3 stories,25%or more of NET floor area is in daylight zones per areas and Rz on project plans. 0 to buildings<3 stories,50%or more of CONDITIONED floor area is within daylight zones per For Daylight 7-aw Area Calculations- C402.4.1.1 a)Sidelight areas include primary+ Daylight Zone f alculations secondary daylght zone areas. Daylight Zone Fe.oesiration Af6ernate Sidegghl Oaytitght Toplight Daylight Percent Daylight b)Include overlapping toplight and I Not Selected.No Calculations Required Zone Area Zone Area Zone Area sidelight daylight zone areas under Toplight. c)Refer to Chapter 2 for net floor area Spaces in Single Story}� � � List ail encrosed spaces that exceed?,SCJt)fi=,have ceifiirg Height greater than 95 r1`,arid'are space Building Requiring Skylights types required to comply wilh this provision. Code requires a minimum of 5i)'%of the floor Space Area(1?) Dl-Z Area(fe) SRR or Aperature Exception area to be within a skylight daylight zone for sn mfir.snare ivies Ppfar to C402 4?for 1 r requirements. DLZ=Daylight zone. SRR=Skylight to roof ratio Indicale aperature with"AP"prefix(AP 1.1%) � '�11.Z;J 1�)� ��\,kll.� � �, '(xUt'L W_�,t.�w1�.•a n �t� _��.t.. (c,:c,,.i-«� 0� v t' l LoNs — C.UkIrLtP-1 �AT S'- '� .-CAr��r�G� S tics i1 lc,G j(L 1�J (.1.•!l: I S �IviA rJ llxj� 1... re- Pr�C , 1'Iwv i DE r Jr� wCUx w xo ""l I r ' I I It�tti,.,,lA w Service Buildings. Every travel trailer park shall be provided with one or more service buildings adequately equipped with flush-type toilet fixtures, lavatories, showers (separate for the sexes), and laundry facilities. Service buildings shall be located not more than two hundred feet, and not less than eight feet, from any RV/travel trailer space. Service buildings shall be of permanent construction with the following design elements: (1) The floor shall be of water impervious material, easily cleanable and sloped to floor drains connected to the sewer system; (2) The buildings shall be well ventilated; (3) Toilet, shower, and laundry rooms shall be well lit at all times; (4) Hot water shall be supplied at a minimum of three gallons per hour per travel trailer space for the lavatory, shower and laundry room fixtures; (5) The minimum number of toilet, lavatory, shower, and laundry facilities in each service building shall be two toilets for the females, one toilet for the males, one urinal for the males, two lavatories and one shower for each sex, and one laundry facility. These facilities shall meet all requirement per Uniform Building Code (UBC) and accessibility requirements; (6) The laundry and toilet rooms shall be separate, and the toilet rooms shall have exterior entrances. (e) Water Supply. All travel trailer parks shall be connected to the city's public water system. M Sewage Disposal. Each RV/travel trailer space shall be provided sewer connection to a public sewer system that meets the standards of the city's public works department. Adapters, allowing for a tight connection shall be available from the RV/travel trailer park operator for the use by tenants. (g) Refuse Disposal. An adequate supply of containers shall be located not more than two hundred feet from any travel trailer space. The storage, collection, and disposal of refuse in the travel trailer park shall be managed in a manner so as not to create a health hazards or nuisances. (h) Fire Protection. In every RV/travel trailer park there shall be installed and maintained approved fire hydrants and fire extinguishers in number and location in compliance with the Arlington Fire Department regulations. (i) Duration of Stay. No RV/travel trailer shall occupy a single travel trailer park for more than six months within a one-year period. t � ... 1 j!— UI�q-%1GIts 105 2,2-1� Permit Information Date 4/19/2017 Permit Number 1430 Project Name Shoultes RV Park Applicant Name Gonzales Design Partners Applicant Address PO Box 97 City,State,Zip Arlington,WA 98223 Contact Ruth Gonzales Phone 425-344-9942 Email gonzalesdesignpartners@hotmail.com Permit Type Commercial New Site Address 16422 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 Information Owner Information Parcel#:31052800101200 KLEIN FAMILY PROPERTIES, LLC KLEIN FAMILY PROPERTIES,LLC 16408 51ST AVENUE NE 16422 51 ST AVENUE NE Arlington,WA 98223 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Klein Family Properties,LLC Pim Klein 25-508-28074 acob.olin(d-Mve.com JOWNER Review Date Type Description I Target Date Completed Date Assigned To I Status /25/2017 lCommercial Building 5/2/2017 lRick Karns Iln Review Fees Fee Description Notes Amount Building Plan Review Feel 345.83.00.00I $230.54 Tota $230.54. Payments Date Paid By Amount I Description Payment Type Accepted By 4/20/2017 I(lein Family Properties 1 $230.541 ICheck#5054 Kristin Foster Total $230.541 Amount Outstanding: $0.0 Notes Date Note 4/19/2017 I BLA needs to be issued prior to issuing. Uploaded Files Upload File Date File Unloaded By 4/21/2017 4:22:47 PM 1430 Klein RV Site Pla"df Foster,Kristin x 4/19/2017 4:04:14 PM 1430 Plans.pdf Foster,Kristin x 4/19/2017 4:04:14 PM 1430 Site Plan.pdf Foster,Kristin X 4/19/2017 3:42:03 PM 1430 Application.pd_f Foster,Kristin x 4/19/2017 3:42:03 PM 11430 Commercial Application.pdf Foster,Kristin 1 F INV �` °� RESIDENTIAL PERMIT APPLICATION �' Department of Community & Economic Development i ,� *�' �O City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 �j�V THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES, THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. 16422 51st Avenue NE, Arlington Washington Project Address: Plat: U Single-family IJ Duplex U Townhouse C Addition 14 Accessory structure Proposed Area: 1" Floor: 192 sf 2nd Floor: Garage: Total SF: Describe Proposal (include cross street): Service building for Klein RV Park Valuation: 15,000. Owner: Jim Klein Address: 6101 152nd Street NE City: Marysville State:WA Zip Code:98270 Phone: 425-508-2807 Email: Jacob.olin@live.com Applicant:Gonzales Design Partners, Ruth Gonzales P.O. Box 97 Arlington WA 98223 Address: _ City: _ State: Zip Code: Phone: 425-344-9942 Email:GonzalesDesignPartners@hotmail.com Contractor: owner-builder Address: City: State: Zip Code: Phone: Email: Contact Person: License Number: Expiration: 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE • Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Chi Bath/Shower Combo (4.0) x Sink (1.5) x �j,i Shower (2.0) x 2 Lavatory (1.0) x 4 C?1 Clothes Washer (4.0) x 1 Water Closet (2.5) x 4 Dishwasher (1.5) x ✓ Water Heater x 1 [?G Hose Bibb (2.5) x 2 Water Heater Model# L Other (list) x Plumbing Section Continued Proposed Water Piping Size: see civil Proposed DWV Material. see civil Proposed Piping Material: see civil Proposed DWV Size: see civil • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6116LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 �N Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: IJI Furnace (80+) Model # AFUE �I Heat Pump Model# SEER HSPE ❑ AC Unit Model # SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: 16 Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: � Date: 04/12/2017 Print Applicants Name: Ruth E. Gonzales 6/16LP Page 3 of 3 +� I I Kristin Foster From: SeamlessDocs <noreply@seamlessdocs.com> Sent: Friday,April 14, 2017 3:47 PM To: CED Main Line Subject: [City of Arlington Washington] Commercial Application Packet Submission This document has been sent on behalf of City of Arlington Washington by SeamlessDocs. Form Submission Co,, �' rrvrcia l Application Packet Name of Project Klein Family RV Park Valuation 15,000 Project Address Received APR 17 2017 1 16422 - 51 st Avenue NE, ,Arlington Washington 98223 Parcel ID see BLA Legal Description See BLA City Jim Klein Phone Number 425-508-2807 State WA 2 Address 6101 152nd Street NE City-1 Marysville Zip Code 98270 Phone Number-1 Cell Phone State-1 3 Address-1 City_2 State-2 General Contractor Owner Builder Phone Number-2 4 Cell Phone-1 State-3 Address 2 City_3 State-4 Zip Code-1 5 Contractors License Number Expiration Contact Person Ruth Gonzales, Gonzales Design Partners Phone Number-3 425-344-9942 Cell Phone-2 425-344-9942 6 State 5 GonzalesDesignPartners@hotmail.com Address 3 P.O. BOX 97 City_4 Arlington. State 6 WA Zip Code-2 98223 Proposed Scope ofWork 192 sf slab on grade service building housing restrooms, showers and W/D for RV Park textarea dsw NA textarea AhA Project Name Tenant Klein family RV Park Site Address 16422 - 51 st Avenue IBC Construction Type s VB IBC Occupancy Type R-1 Number of Stories Servie Building for RV Park Building Square Footage 192 sf Number of Stories 1 1 Square Footage Per Floor 192 sf 9 TextField 1 NA textarea_r3A NA Owner Jim Klein Print Applicants Name Ruth E Gonzales Owner Date April 14, 2017 picker_zNs 10 April 14, 2017 I Service hook ups on drivers side rear of pad -- - $'-- —4 121 $ �. PROJECT INFORMATION Tax Parcel Numbers 310528-001-012-00 CN o o L c fatal Area 178,394 5f (4.10 oc) k m Comp. Plan Desi notion Ll (Light Industrial) Existing Zoning GC (Genoral Commercial) dr✓�. - �_ v Existing Land Use Single Family Residence , R F: RV RV Proposed Land Use RV Park paced e acre Space 15' 10 dumber of Spaces 92 A ( \ OPEN SPACE CALCULATIONS � s � Total Project Area (Less ROW) 168,776 sf (3.87 a, site) `. a a � Open Space provided 40,1-74 sf (23%of site) �— 25' y 42' 5' Open Space required 33,758 sf (2ff of site) Emerald Greens @ 3' O.C: 14' Drive Aisle 5' ~~ 9' — SITE AREA ANALYSIS Gross Site Area 178,394 sf (4.10 ac) Area deeded ds ROW 9,618 sf Area in Aisle 30,590 sf Area in RV Spaces 94,500 sf ` 19 Area in Service Building 3,528 sf Parking 1 Parking 2 Area in Open Space 40,158 sf Total= 178,394 d V R F Space ace.,. ce - Road Length 1,200 If ' Parking 1 prking 2 _LpDeceived 1 RV SPACE _ 2 SERVICE BUILDING APR 212017 SOLE: I"=20' SCALE: 1"= 10' F�1G ��K/ Cal V b -- �sH1Now e: 803 onvn IYAaN t - unmAoq Ia9Nodu,03 w 555S-4Z4-009-1 91-22• awn 01-.1'HV13 , { 3OddS AB Yf>Pz �aIIUIGo q., slole0 ww15 LD °JNI011n9 3JIA83S L SAV4 SS3N S(19 vv�� .A8 aylwd uqd—4s 90 p I° 1 - �- wjwd PUD uow PDON S] z Dn woa l 3�a 1 Z 1S dal 1V llVO 8�133HS `� LJtl S31D3dS 03N39HV It .N3n3k9p0 3H1 0NY Ird)d NOOL'l WOUelpooN I IS I I 6 -nl3 SN33NION3 J0 dN00 ANY )1 M 30 331L '(V0N ltlAONddV S1N1311 D53180NX]VNO YD 103fONd 01InVN0AH MJOSM'Ol 031IWIl AO 3Ntl ln8 '30n,0N1 AVW H01HM ]5319 Bupw0BuwelD ED Vea9'9Ll .plol SNOIIVLI80HlnV NO/ONV S11WN3d 318V011ddV"IIV JO 30NVIldw00 ONV NOWSIn00tl Is 951'W ao°d5 ua°p u!oa,tl Z�+Ppod IDu!yod L7, SaloN uo4DWlsuo] LD Bulplln9 aolA sul Da,V b 3HL tl03 31815NOdS3N 38 lltlHS N33NI0N3 NOIS30 035N3011 ONV 213NM0 — Is BZS'E jl ALN3dONd 3H1'lVA06 0NV M31A3N 11WN3d IV63033 NO 31V15'.i1Nn00 N3H10 cold alSuolpmwoo 1] Is OOS'Y6 sa�SAN u!�,V 3NI003N wHl 5311IALL0V NOI1DnN15N00 NOd lVAONddtl AlID AldWl lON 5300 1s O65'« a.W ul DWV i M 31AA8 ONIMVNO NouondISNOJ JO 1NIH003IMONNOV'133HS SIHI NO NV3ddV elp.L leeyS JagwnN 38e14S Is Bl9'6 MON SDpapeap-IV 3Nn1VNOIS UNV dWV1S 3SOHM'833NION3 NDIS30 ODSN3011 3H1 JO/.111101SNOdS18 IPD OI YIEYdI•'OLI Daly a9S0aKJ 313ldW00 ONV IIn3 3H1 SI SNOI1VIn03H ONV SMVI 318VOIlddV IIV HILM N01530 alg331 lsll laa4S SISAIVNV V3kiV 311S alSly aAUO.YL SIHl JO 30NVWNDJN0J'S30NVNION0 ONV S3000 NOIONIIHV JO AlIO 3H1 141VA •S - d 30NV[IdWOD IV83N30 803 031VIAIVA3 ONV 03M31AIN N330 SVH NVIdl SIH1 ;} suaa,g plo,ew3 a r_ 1N3NDUAIMONNOV l..4 to Y0t�A IKIU ow&+ e�df lwo0 X M31A3blDNIMVd(IN011onkllSNOO taPliot9c nvii�l IMt1a41°IP 1D°�°oa Oupo l 'K 71; SNOI1Vino wo 3)VdS N3d0 Q CD VN =0 O l7 algoD a-M :aq!DD 3 l-,.�n� VANDon,nwwYJIOIIUW/ :00.4 Z6 bP,DS Jo agluW sl IHl 11 Qryd Aluno7 41MIDYDIR -3ML�O .1 Ad °41 JUDI P DId -1 s 1SIlVIO3dS lON1N0O uol0uTV A9O :au.40 lsod aouaplw}MIwJ01d1K .11n PuDt 0U91pq I`II . n NOISON3 03LAIN3O SIR O I I30 PWs O a,y DOIBuIyV plllnO and hoP ewugD pMUwjl DD B duuol0uoq�3 918 IoW8010043S UOAUIUV :PWS!0 I—Ps bo410o4 p uo4ou ry.p uald dwo3 0 `d 9A1a3a .1Wk.W lO NI] 'PW CIO IDM UDOL'V ISY6E'BL1 Daly Wlol SBES C99 on P a a,I,WL tq lO MID :Iosods!O aB—.S 0U-ZIU-100d3ZSo1E SIaglUnN lao,od-1 ° OLZ96 VM'all SNOW A--.L —LI N ZOZN 3N'IS W9C 6ZLY S30IAH36 ltlOOl NOIlVWN091311O3fONd S1d'Bulwno0 pino0 sop.-rye Bulum00'N PinoO n HOA3AHns 09 1:-I—S pod p�,epp—A!,p uosdn aOON aDH+°s Ntnd 311S NOIlOnFJ15N00 woYAOM4Delpuol®wA ,OZI A9 0 O s LZL6'Z9909C I EZLB6 Z VM'UOIBulpV 3d ( - I -9AV P,E 0Z9BI I Cn a '3N.6—N V—Dr -d'-I50I0ug3el PUDI m o to kl33NION3 0 N � D m- 0 OLZ96 VM'aNl- I 16: 33Y7JSYd 1> aW C ]WISPUZSI 1019 cc Z °z u-IN wlf � U 01 1NV011ddV - ,..! dd&1M1'oN'�ad :.u'v o> r'A CU96 VM'uo1BU!W `_ — Q 31N-AV 4519 EM _mot SS3800V 311S I. �- 1� ll = - waD•AD�aslWol®eNew _ n�cr'/+•3 , m AYLES ES9'09E - -, ••••---' z LZLers9'09E D - a O eZZ96 VM'uo1BuIW I _ ..'.-__ L'•�+' 3dY1lSYd is 77 7 3N—VPICGZ99I ruoo7AP��Sa �/r"' A70/0-lLtr8lS0lE I```` ( I LIW apaW h: �l ro-l�BZ�le t'�-zro-l�8z$nle _ Z Oul ROOIOugoal PuD, 0 NOSH3d 10V1N00 J AI I I _ L IdA4M,Dg1oI1 '°w'° 3dnlSYd Pn -I Z. 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I _HLlJ 1 v 711'M'1SV3 90 30NVH 'HiHON lC dlHSNM01'8Z N01103S d0 N011HOd'd nF ARLINGTO ING DEPARTMENT PPROVED =� REVISED ��• NO CHANGES AUTHORIZED Received UNLESS APPROVED BY THE ------ - - --- -- - - - - BUILDING INSPECTOR MAY 3 12017 Service hook ups on - - - - - - - drivers side rear of pad 2V --I PROJECT INFORMATION o I' _ 14� 2 - ' �' Tax Parcel Numbers 310528-001-012-00 Total Area 178,394 sf (4.10 ac) rn in �,\ Comp. Plan Designation LI (Light Industrial) oc t \ Existing Zoning GC (General Commercial) I � af� v Existing Land Use Single Family Residence R 42 S Race -" � ace �� Proposed Land Use RV Park Space p 1 p .l(tr1�I f i Number of Spaces 92 �? y O EN SPACE CALCULATIONS a- / Total Project Area (Less ROW) 168,776 sf,174 sf (3.87 of a �� Lwrl Open en Space ace rerovided uired 33,758 sf (20%of site) ���� 25 —_� 42' ( ? I� 5 i Op Sp q Emerald Greens - 3' O.C. 14' Drive Aisle / SITE AREA ANALYSIS f Grass Site Area 178,394 sf (4,10 ac) Area deeded Os ROW 9,618 sf Area in Aisle 30,590 sf 01/ _ T Area in RV Spaces 94,500 sf Area in Service Building 3,528 sf Parking ' 'Parking 2 Area in Open Space 40,158 sf =Total C�8,394 I1 R - cic v Space Space Space Road Length o�C 1,200If _. - r'arking ..pr ng 2 RV SPACE SERVICE BUILDING o0 T J 't MAIN FLOOR PLAN NOTES ��� 1 '-�-' -- - '$. ALL BEAMS AND HEADERS SHALL BE 4 x 10,UNLESS NOTED OTHERWISE. g; MAIN FLOOR TO BE CONCRETE FLOOR SLAB:PROVIDE 4 THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2.9 WWM OR F19ER MESH OVl 6 MIL. BLACK VAPOR BARRIER OVER 2"SAND ON 4"COMPACTED FREE RAJ(ING GRAVEL FILL.SLOPE TO FLOOR DRAINS&SF..AL PER HEALTH DEPT SANITARY SURFACE REQUI MENT �, f 0 IY� SOLID BLOCK OVER ALL SUPPORTS EXTERIOR WALL FRAMING SHALL BE 2 x 4 @ 16"c,c.(UNO) 8. INTERIOR PION-BEARING &PLUMBING WALL FRAMING SHALL BE 2 x 4 Q 16"o c.(UNO) � h, 6. SUPPORT ALL BEAMS WI'`H POSTS OF EQUAL WIDTH(UNO), r 7. ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUF,REcQMMENDED FASTENERS.xCtC- cV CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. � r -• O�� p $. FIRE BLOCK ALL PLUMBING PENETRATIONS.FIRE BLOCK 010'-0"INTERVALS,VERT.IN WALLS- PROVIDE 110 VOLT INTERCONNECTED HARDWIRE-CARBONMONOXIDE-'SMOKE DETECTOR(CD/SD) c.i CENT RALLY LOCATED ON EACH SPACE.S EE PLAN 1 Tmll _ 1 10. PROVIDE EXHAUST FAN AT LAUNDRY,AND BATHROOMS,VENT TO EXTERIOR. PROVIDE GENERAL INSULATION,PER ENERGY CODE REQUIREMENTS,AT WARM WALLS AND I:XTIEkIOk WALLS OF LIVING SPACE.(R-15 DENSE BATE)R-38 DENSE BAIT AT ROOF/CEILING AND R-30 AT FLOOR _ PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS AND FLOORICEILING 13. PkUVIDE 1.�'T SIDE AIR AT^SAS APPLIANCE LOCATIONS IJ Q _! ~-' 14. PROVIDE INSTANT.ANIOUS INLINE WATER HEATER FOR HOT WATER SUPPLY OR AT OWNERS OPTION --- PROVIDE ATTIC WATER HEATER INSTALLATION WITH PRESSURE RELEASE VALVUE, DRIP PAN AND r` t �� INSULATION PER APPLICw4LE CODES 5J _ MECHANICAL, ELECTRICAL,AND PLUMBING ARE DESIGN-BUILD.CUT SHEETS,MODEL NUMBERS,LAYOUT AND CALCULATIONS SHALL BE PROVIDED AT INDIVIDUAL DISCIPLINE PERMIT SUBMITTAL. _ = / 16. TRASH ENCLOSE SHALL BE LOCATEr)AT EACH SERVICE BUILDING AS SHOWN ON THE PLAN AND IN %)JD ® T�K COMPLIANCE WITH JIM KELLY'S REQUIREMENT SEE DETAIL#5.SPACE TO BE FENCLOSED WITH BLACK El VINYL COATED CHAIN-LINK FENCE&GATE SYSTEM. '� •. _ O OFp �I o it: 3 C7 w � ® Yuja i J im a I l I W >s- 1 i > zVAIz WJ � � I (I I 2 (2I I --MAIN FLOOR PLAN NOTES ALL BEAMS AND HEADERS SHALL BE 4 x 10, UNLESS NOTED OTHERWISE. 2. MAIN FLOOR TO BE CONCRETE FLOOR SLAB:PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2.9 - !JFMA /A� WWM OR FIBER MESH OV/6 MIL, BLACK VAPOR BARRIER OVER 2"SAND ON 4"COMPACTED FREE DRAINING ��vl �,�� ��r��r�.-. L44, ,Ie� GRAVEL FILL,ELOPE TO-FLOOR DRAINS&SEAS.PER HEALTH DEPT SANITARY SURFACE REQUIREMENTS, m I L � 3. SOLID BLOCK OVER ALL SUPPORTS, f EXTERIOR WALL FRAMING SHALL BE 2 x 4 a 16"o.c.(UNO) 161A1-I 8. INTERIOR NON-BEARING &PLUMli*(G WALL-F�IQ MALL BE 2 x 4 a 16"o.c•(UNO) 8. SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO). o G,]� P>h�';�y,�� 7. ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUF,RECOMMENDED FASTENERS,ALL N , N % � I .��J CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. ig If Q ` d ®V C`3" - l 8. FIRE BLOCK ALL PLUMBING PENETRATIONS, FIRE BLOCK a 10-4'INTERVALS,VERT. IN WALLS. a r ° � 'I� 1 - �r•-� 9, PROVIDE 110-VOLT INTERCONNECTED HARDWIRE CARBONMONOXIDE-'SMOKE DETECTOR-(CD/SD) _ CENTRALLY LOCATED ON EACH SPACE.S EE PLAN O � •� �,� •��� [,� 10. PROVIDE EXHAUST FAN AT LAUNDRY,AND BATHROOMS,VENT TO EXTERIOR. 11. PROVIDE GENERAL IN8WTfON,PER ENERGY CODt REQ• RIEMENTS,AT WARM WALLS AND EXTP-NIOR WALLS OF LIVING SPACE, (R-15 DENSE BATT)R-38 DENSE BATT AT ROOF/CEILING AND R-30 AT FLOOR. 12. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS AND FLOOR/CEILING, Z 13. PROVIDE OUTSIDE AIR AT GAS APPLIANCE LOCATIONS. 14. PROVIDE INSTANTANIOUS INLINE WATER HEATER F0,R HOT WATER SUPPLY OR AT OWNERS OPTION PROVIDE ATTIC WATER HEATER INSTALLATION WITH PRESSURE RELEASE VALVUE.DRIP PAN AND INSULATION PER APPLICABLE CODES, ,0 16. MECHANICAL,ELECTRICAL,AND PLUMBING ARE DESIGN-BUILD.CUT SHEETS,MODEL NUMBERS, LAYOUToc ® � AND CALCULATIONS SHALL BE PROVIDED AT INDIVIDUAL DISCIPLINE PERMIT SUBMITTAL, -4-4° I�����.I�.. o� .�1 16. TRASH ENCLOSE SHALL BE LOCATED AT EACH SERVICE BUILDING AS SHOWN ON THE FLAN AND IN . � � I �� COMPLIANCE WITH JIM KELLY'S REQUIREMENT, SEE DETAIL#5.SPACE TO BE FENCLOSED WITH BLACK VINYL COATED CHAIN-LINK FENCE&GATE SYSTEM. v I tW i �"1•� - � �I" N � I 7, o En �' Imo.. �I -/��i �_.._..�_.__"--- _�___. _- - --•v-----•I- ,' ELEMICIN NOTES 0 •°'�� 1, ALL EXTERIOR WALLS TO HAVE BOARD AND �i H BATTEN COMPOSITE SIDING,WITH TRIM AS (� LD- SHOWN ON ELEVATIONS, LL 2• PROVIDE CONTINUOUS METAL GUTTERS ON 2 x Z uicc WOOD FASC A.�, 3, ROOFING MATERIAL TO BE ASPHALT ,.J COMPOSITIONS ROOFING.PROVIDE ZINC STRIP a 4 Z CONT•'SCREENED RIDGE VENT. OWNER OPTION: ; � 0 STANDING SEAM METAL Lu V � v � i 4. TRIM ALL WINDOWS AND DOORS WITH 2 x WOOD Z Z WITH PRE-FINISHED METAL DRIP-FLASHING. W J CAULK ENTIRE PERIMETER,(ONO). cn 1 r Q = ;F A-1 F0L3T IDATIOl+ PLAWNIOTES — — 1. EXTERIOR&iNTERiOR SEARING WALL FRAMING SHALL 1131E 2 x 4 @ 16"o.c. (LINO) r IHl� 2. INTERIOR NON-BEARING&PLUMBING WALL FRAMING SHALL BE 2 x 4@ 16"o.c. (LINO) PERIMETER DOUNDATION SHALL BE MONO-POUR 12"WIDE AT BASF 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 � f3 ri � J WWM OR 48"EXTENSION INTO SLAB WITH FIBER MESH, REBAR PER DETAIL. (UNLESS NOTED OTHERWISE)EXTERIOR GTE WALL FRAMING SHALL BE 2 x 64@ 16"o,c,ON PRESSURE TREATED SILL BOLTED TO FOUNDATION EDGE WITH 1/2"die. ANCHOR BOLTS W17"IMBED @ 48"ox, &WITHIN 12"BUT LESS THAN 4"FROM CORNERS AND END OF PLATE.PROVIDE 3"x 3"x 14"SQUARE WASHERS AT EACH BOLT.PROVIDE ALL MANUFACTURE-RECOMMENCED FASTENERS'.ALL r' T CONNECTIONS TO PRESSURE TREATED MAT'LS SHALL BE HOT DIPPED GALVANIZED. N 4. CONCRETE FLOOR SLAB: PROVIDE 4"THICK CONCRETE SLAB WITH 6 x 6 W2.9 x W2.9 WWM OR FIBER MESH OV/6 MIL, BLACK VAPOR BARRER OVER V SAND ON 4"COMPACTED FREE DRAMMG GRAVEL FILL, � ^µ' _ ` �✓ JJ 5. PROVIDE 1/2"AIRSPACE BETWEEN CONCRETE&NON-PREASURE TREATED WOOD. <UN 8. ALL FOOTINGS TO BE 18"MINIMUM BELOW FINISH GRADE AND TO BEAR ON UNDISTURBED SOIL, STEP FOOTING AS — r'� SITE REQUIRES. y ALL FRAMING HARDWARE TO BE SIMPSON, PROVIDE ALL MANUFACTURE RECOM MENDED.FASTENERS.ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SMLL'•BE-�HOTOIPP'EID GALVANIZED, — -- 8. WATER PROOF EXTERIOR SIDE OF FOUNDATION, Z ROOF FRAMING PLAN � 1 1. ALL BEAMS AND HEADERS TO BE 4x10(UNO), 2. SOLID BLOCK OVER SUPPORTS, r 3. PROVIDE PRE-MANUFACTURED ENGINEERED TRUSSES 24"o.c,&PROVIDESIMPSON HARDWARE AS NEEDED FOR A COMPLETE INSTALLATION, SEE PLAN FOR LOCATION&TYPE 4. PROVIDE LADDER FRAMING AT GABLE ENDS @ 24"o.c.,SEE PLAN FOR LOCATION Z del I n. PROVTOE 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 I : OF ATTIC VENTILATION IF 50% IS AT THE EAVE AND 50%IS AT THE RIDGE. 7. ALL ROOF AREA, 192 agft x 1/300 a 0.64 agft or 93.0 eq In NET FREE AREA _. 8. ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL OF — - THE ENGINEER'S CALCU4.ATJ0NS &MOPJFJCATtONS. a.j ci 8. ROOF FRAMER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. ROOF FRAMER TO PROVIDE ALL METAL HANGERS FOR ALL ROOF FRAMING CONNECTIONS, ALTERATIONS OF FRAMING LAYOUT SHALL BE COORDINATED WITH THE ENGINEER. d C* '12. PROVIDE 22"x 30"min, 20 MINUTE FIRE RATED ATTIC ACCESS DOOR WITH 30"CLEAR HEAD SPACE ABOVE. DOOR I II SHALT,BE SELF-CLOSING HINGES AND SMOKE SEAL AT PERWIETER.MAINTAIN ACCESS THRU OUT ATTIC VIEN o CONDITIONS MEET ABOVE REQUIREMENTS. a-•� ELEVATION NOTES 1. ALL EXTERPOR WALLS TO HAVE BOARD z f _----- -- .._.._ _.-•__—. _.... -- — AND BATTEN COMPOSITE SIDING,WITH Q - TRIM AS SHOWN ON ELEVATIONS. I 2. PROVIDE CONTINUOUS METAL GUTTERS LL. Z f ON 2 x WOOD FASCIA.. 0 LU f= 3. ROOFING MATERIAL TO BE ASPHALT aQ COMPOSITIONS ROOFING. PROVIDE ; ,ZINC STRIP CONT. SCREENED RIDGE VENT.OWNER OPTION:STANDING SEAM � ;a0 METAL y� SW V 4. TRIM ALL WINDOWS AND DOOR WITH 2 Z N Z I x WOOD WITH PRE-FINISHED METAL W IN J I f I DRIP-FLASHING.CAULK ENTIRE J PERIMETER,(UNO). Y r 'Q I RESTROOM & BAR R FR E NOTES 1. R1=VIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO CONSTRUCTION. Y, DOOR HARDWARE SHALL BE LEVER HANDLE OPERATION. - 3. TOILET(ZOOM PLAN ILLUSTRATES FIXTURE CLEARANCE DIMENSIONS AND MOUNTING HEIGHTS, 4. DPAENSIONS,NOTES,AND EQUIPMENT TYPICAL FOR BARRIER FREE TOILET `� r ROOM,UNLESS OTHERWISE NOTED. 0. PROVIDE+*0'PLASTIC LAMINATE OR FRP WAINSCOT AT WET WALLS WITH I -I •) j i i y� N COVEO BI14SE AT ENTIRE FLOOR PERIMETER,SEE FINISH SCHEDULE OR FINISHES ( I�3�� PLAN FOR ADDITIONALTOILET ROOM FINISH REQUIREMENTS. �- Q, LAVATORY RIM HEIGHT+2'4"TO 2'-10"ABOVE FINISH FLOOR. 7. LOWER EDGE OF LAVATORY MIN+2'-8"ABOVE FINISHED FLOOR. +I r 8. LAVATORY SHALL HAVE LEVER HANDLE FAUCET OPERATION LOCATED NO MORE - THAN 17"FROM THE FRONT EDGE OF THS LAVATORY. [ IT 8, MIRROR Tb BE+3'-4"ABOVE FINISH FLOOR. 10. PROVIDE PAPER TOWEL DISPENSER,LOCATED+8'-4'ARAXIMIM ABOVE FINISH � 2.2yc"rot' a 11.RF_STROQM FAN fO SE INTAGRALLY BWITOHRP WITH LIGHTING AND VENTE6TO � 2x 51�l75�16"OC. OUTSIDE. 12.CONNECTTO EXISTING WATER SYSTEM,IF FEASIBLE,OR PROVIDE INSTA-HOT WATER TANK MOUNTED UNDERSINK AND INACORDANCA WITHAL.L APPLICABLE 2m Pf 5LL w/ 9110 x IO°AA REQUIREMENTS. 13,PROVIDE BLOCKING SEHINO GRAB BAR SUPPORTS CAPABLE OF SUPPORTING A a 461,O,C,w/IN 1211 OF EW � 300-POUND LOAD. + >un OF 60" &rw 14.PROVIDE SOLID BLOCKING!BEHIND ALL FIXTURES. t I$,PROVIDE AND MAINTAIN 5'-0"DL4.CLEAR AREA,ONE V-0"INCROACHIv1ENTS i w/ "x2"x3/1611 5t?,WA`l t; 18.PROVIDE 42'GRAB BAR BEHIND TOILET AND 54'GRAB BAR AT SIDE,MOUNTED AT �; O +33'TO+38"ABOVE FINISHED FLOOR. � � y I 17,PROVIDE 1W VERTICAL GRA6 BAR,MOUNTED 39 -41' FROM REAR WALL AND �'1-C�.SLAB w� �. I +39'-41" TO BOTTOM OF BAR. 6x6 W2.9xw2.9 ftM 18.PROVIDE TOILET PAPER DISPENSER AT+12'MAX IN FRONT OF EDGE OF TOILET. Z'� 40.MOUNT TOILET RIM HEIGHT+17"TO 19"AND+18"MIN.TO CENTER LINE FROM � L T ---�_— WALL. `P z 21 =- —. __- -- _ .. -- - - Imo► c +�0. C7 WASP- cn a I'�OOFIN _ it ° 21.1.xAeA mO IN ,C-D) OV1.6 AEI..pLO VP OVI o a i; 611 COMP,G>f W II . A TRUSS NOTES con _q #4 pm a 10'I 0,C,CONf, 1. ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED, for&R MIN,VEST,�1 f O.C. �'C30f #t}6A INSTALLED AND BRACED AS SPECIFIED BY ARCHITECT,ENGINEER&TRUSS MANUF. 4"fI LIM& g"O.CC. L ALL ROOF TRUSSES SHALL GAMY A M~ACT(! i'S STAMP, g")m.KG.MN 2-#4 AMCM 3. ROOF TRUSSES SHALL NOT BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT APPROVAL 55-rim 6mveL t A✓ T OF THE ENGINEER'S CALCULATIONS&MODIFICATIONS. 4% Nei% w Z 4. PROVIDE TRUSS DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING INSPECTION.,jam, 64v(L, 0 $. TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. IVLIAA-� O Z 8. TRUSS MANUFATURER TO PROVIDE ALILtMEMAL HANGERS+FOR ALL TRUSS ECTK)NS. ��µhp e1+ �+ f�1 _ T. ALTERATIONS OF TRUSS LAYOUT SHALL BE COORDINATED WITH THE ARCHITECT AND BUILDING I FIJUfvVAION WX(MONO POZ U. _ DEPARTMENT. 5u.l�' ' 1,-0, raw WQ!y Z a 9a > 3 GENERAL NOTES �, � N Z 1. ALL JOISTS, RAFTERS,STUDS, BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR 2015 ENERGY CODE REQUIREMNTS. UJ eN J BETTER Fv-75psl, Fb=850 psi,E= 1300000 psi, UNLESS NOTED OTHERWISE. INSULATION AND WMOW§ N .3 T a 2. ALL SAWN BEAMS,HEADERS,POSTS, LINTELS,AND GIRDERS,4"NOMINAL,SHALL BE WALLS- 2 x 4 CONSTRUCTION DOUGLAS FIR-LARCH 02 OR BETTER Fv m 95 psi, Fb=875 psi,e=1600000 psi;6' NOM, GLAZINI 3- lll4�.(MITED1 L!-FAcTQF4- U'20 ( WJRL P UD�It- ttBl SHALL BE DOUGLAS FIR-LARCH 1.OR BETTER Fv=85 psl;Fb_=875:Pam: CEILINGS- R-49 BATT IN INSULATION ALLOWED- USE R-38 DENSE BATT INSUL.W1 ADV. E=1300000pol. UNO, ON PLAN. WALLS- R-15 BATT INSULATION ALLOWED- USE R-15 DENSE BATT(11-10 @ Headers) 3. ALL GLUED-LAMINATED TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTER, (below and above grade) Fv=175 psi,Fb=2400 psi,E-1500000 psl, FLOORS(heated areas)- R-10 RIGID USE R-10 RIGID INSULATION A-3 n CON51RUC110N Zow rul%W/ 610 w -�--- CdvCM1r-; 51MWA.K W/ PMCHALU WAf;NIN65 FULL or - fk:PUNCA1�n POM�5 0 o I,10 .9 b, x2 H x 235 1 O,C. -0„ } � CUP,3 GUf f RESERVED PACK WkI1 5YM 3L —CI_- _ & L WRING GI.'fn f'Op NO�O ONLY sm o ln6 M rAINTC� O I'EI�NANnICAI' LL, C, COIF MQ'W5 Z W W Kt7cr. 5m -i 544`� WHO N PAW 5YMI30l W/ 411 5`I RJPp tlIU N i' 13,F , PMKING SIGN l vz gl -o �' —M�TPL CAA V PW00✓ _ �012 abA4 WNW `� y /� -C30TTOM NING� / --FIND-I OWE .. 11 -TPAsM �NCB OSUP� GAS 14, Q 'I LL � xui L. 1 j' --- _ :o_ KO ! ► -n LU cr- r.IF SZ 7-1 City of Arlington Community & Economic Development April 26, 2017 Gonzales Design Partners PO Box 97 Arlington WA, 98223 RE: Plan Review for Shoultes RV Park located at 16422 51'Y Ave NE Arlington WA, 98223 Dear Mrs. Gonzales, Thank you for your submittal and interest in the City of Arlington. I cannot approve your plans at this time as I have the following clarifications and or corrections that need to be identified prior to plan approvals being granted. Please respond to my comments in like fashion,thank you. • Please provide for the required accessible signage for both "banks" of restrooms of ICC A117.1-2009 §703. • Proposed shower stalls shall comply with barrier free design of ICC A117.1-2009 §608. • Proposed laundry facility shall be barrier free per the requirements of AMC §20.44.046. • Provide for the required floor drain requirements of AMC §20.44.046. • Provide for the requirement of an impervious floor per AMC§20.44.046. Concrete is porous and will need sealing to meet this requirement. • Provide A lighting plan for the interior and exterior of this proposal per AMC§20.44.046. • Provide a mechanical plan sizing for the required exhaust fans and required make-up air of IMC §403.3.2.3 and IMC Chapter 4. • Provide locations for the noted "room heaters". • Provide elevations for the proposed accessible restrooms complying with ICC A117.1-2009 requirements,this should also include the shower elevations. • Provide location,type and installations requirements for the required hot water services. • Provide cut sheets for proposed fixtures and their compliance with barrier free designs. • Provide a WSEC summary sheet for compliance with the state's energy code. • Provide for the requirement of the trash enclosures as approved on the drawings dated January 22, 2016 and signed by city engineer Jim Kelly. • Provide details for required accessible parking for the use of the "utility structures" of IBC and ICC A117.1-2009 requirements. Thank you for your attention to these comments. Respectfully, Richard Karns, CBO Building Official City of Arlington City of Arlington Community • • Development May 22, 2017 Gonzales Design Partners PO Box 97 Arlington WA, 98223 RE: Plan Review#2 for Shoultes RV Park located at 16422 515t Ave NE Arlington WA, 98223 Dear Mrs. Gonzales, Thank you for your submittal and interest in the City of Arlington. I cannot approve your plans at this time as I have the following clarifications and or corrections that need to be identified prior to plan approvals being granted. Please respond to my comments in like fashion, thank you. • Please provide for the required accessible signage for both "banks" of restrooms of ICC A117.1-2009 §703. Completed • Proposed shower stalls shall comply with barrier free design of ICC A117.1-2009 §608. Will this be a deferred submittal with the plumbing plans? • Proposed laundry facility shall be barrier free per the requirements of AMC §20.44.046. Same as above? • Provide for the required floor drain requirements of AMC §20.44.046. Noted on plans but no specifics. Will this be deferred as above? • Provide for the requirement of an impervious floor per AMC§20.44.046. Concrete is porous and will need sealing to meet this requirement. Provide for this requirement. • Provide A lighting plan for the interior and exterior of this proposal per AMC§20.44.046. Provide for this requirement or defer and document. • Provide a mechanical plan sizing for the required exhaust fans and required make-up air of IMC §403.3.2.3 and IMC Chapter 4. Noted but not fulfilled. Will this be deferred mechanical? • Provide locations for the noted "room heaters". Provide, deferred mechanical? • Provide elevations for the proposed accessible restrooms complying with ICC A117.1-2009 requirements,this should also include the shower elevations.You have provided language for the majority of these requirements but not all. Will this be part of the deferred submittal for the plumbing contractor? • Provide location,type and installations requirements for the required hot water services. Again is this deferred plumbing submittal? • Provide cut sheets for proposed fixtures and their compliance with barrier free designs. Same as above • Provide a WSEC summary sheet for compliance with the state's energy code. Provide • Provide for the requirement of the trash enclosures as approved on the drawings dated January 22, 2016 and signed by city engineer Jim Kelly. Provide • Provide details for required accessible parking for the use of the "utility structures" of IBC and ICC A117.1-2009 requirements. Provide Please remove all reference to the IRC on all sheets. Sheet A-1—i.e. blower door test, programed thermostat, M1502 and whole house fan requirements. Thank you for your attention to these comments. Respectfully, Richard Karns, CBO Building Official City of Arlington City of Arlington Community • • Development June 1, 2017 Gonzales Design Partners PO Box 97 Arlington WA, 98223 RE: Plan Review#3 for Shoultes RV Park located at 16422 515t Ave NE Arlington WA, 98223 Dear Mrs. Gonzales, Thank you for your submittal and interest in the City of Arlington. I cannot approve your plans at this time as I have the following clarifications and or corrections that need to be identified prior to plan approvals being granted. Please respond to my comments in like fashion, thank you. • Cover sheet—Please provide details for depicted and required "level walkway" also include location of required "curb cut". • Cover sheet—B.F. parking plan view does not match detail 1 on sheet A4 please revise. • Sheet A-1-A—All required units shall be Barrier Free per Arlington Municipal Code §20.44.046 and Director Hayes's interpretation of stated section. • Sheet A-113—Per construction note 14, am I to assume that there will be gas piping brought in for the in-line instantaneous water heaters?They do make electric units but they are not efficient for showers at all. For that matter to run two showers insta-hots are not an efficient as well. If you are allowing for an attic installation please provide for the loading in the truss calculations as well as access and platforms. • Sheet A-3—Insulation values are not per 2015 WSEC§401.2 and Table 402.1.3 for the stated prescriptive path. T-402.1.3—roofs- R49, walls above grade—R-21=2X6 construction. Please revise all documents to reflect these requirements. I would like to meet with you and Mr. Kline to go over the your design as I feel that there are other ways to accomplish the water heater issue within the structure as water quality and the City of Marysville have concerns about the volumn and protection of the potable water to these units. Thank you for your attention to these comments. Respectfully, Richard Karns, CBO Building Official City of Arlington Permit#: 1430 Permit Date: 04/19/17 Permit Type: COMMERCIAL BUILDING Project Name: Emerald Springs (Shoultes) RV Park Applicant Name: Gonzales Design Partners Applicant Address: PO Box 97 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Ruth Gonzales Phone: 425-344-9942 Email: gonzalesdesignpartners@hotmail.com Scope of Work: Service buildings for RV park Valuation: 45000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 06/06/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052800101200 16422 51 ST AVENUE NE KLEIN FAMILY 111 Single Family PROPERTIES,LLC Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License Klein Family Properties, 6101 152nd Street LLC Jim Klein 425-508-2807 NE OWNER Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 08/16/2017 C20.BUILDING BLDG#3 Completed FINAL 07/14/2017 C20.BUILDING Building#2 Completed FINAL 07/12/2017 C20.BUILDING Building# 1 Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status COMMERCIAL second review 5/22/17 04/25/2017 BUILDING Approved with red lines z.Rick Karns Fees Fee Description Notes Amount Building Plan Review Table 4-2 $230.54 Building Permit Table 4-1 3 buildings $839.98 Processing/Technology $25.00 State Surcharge- 1 st DU Residential- 1 st Unit 3 $13.50 Building Plan Review Table 4-2 Remaining plan review for 2 $315.45 buildings Total $1,424.47 Attached Letters Date Letter Description 06/06/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/20/2017 Klein Family Properties Check#5054 Kristin Foster $230.54 06/06/2017 James Klein 65037201 cc $1,193.93 Outstanding Balance $0.00 Notes Date Note Created By: 04/19/2017 BLA needs to be issued prior to issuing. Kristin Foster Uploaded Files Date File Name 06/06/2017 2344013-1430 Issued Permit.pdf 06/01/2017 2329206-P.R.#1430#3.docx 05/22/2017 2302428-P.R.#1430#2.docx 04/26/2017 2242985-P.R.#1430.docx 04/26/2017 2242897-1430 Marysville Comments.pdf 04/21/2017 2235135-1430 Klein RV Site Plan.pdf 04/19/2017 2229509-1430 Site Plan.pdf 04/19/2017 2229510-1430 Plans.pdf 04/19/2017 2229410-1430 Commercial Application.pdf 04/19/2017 2229411-1430 Apnlication.pdf City of Arlington Community • • Development May 22, 2017 Gonzales Design Partners PO Box 97 Arlington WA, 98223 RE: Plan Review#2 for Shoultes RV Park located at 16422 51St Ave NE Arlington WA, 98223 Dear Mrs. Gonzales, Thank you for your submittal and interest in the City of Arlington. I cannot approve your plans at this time as I have the following clarifications and or corrections that need to be identified prior to plan approvals being granted. Please respond to my comments in like fashion, thank you. • Please provide for the required accessible signage for both "banks" of restrooms of ICC A117.1-2009 §703. Completed • Proposed shower stalls shall comply with barrier free design of ICC A117.1-2009 §608. Will this be a deferred submittal with the plumbing plans? • Proposed laundry facility shall be barrier free per the requirements of AMC §20.44.046. Same as above? • Provide for the required floor drain requirements of AMC §20.44.046. Noted on plans but no specifics. Will this be deferred as above? • Provide for the requirement of an impervious floor per AMC§20.44.046. Concrete is porous and will need sealing to meet this requirement. Provide for this requirement. • Provide A lighting plan for the interior and exterior of this proposal per AMC§20.44.046. Provide for this requirement or defer and document. • Provide a mechanical plan sizing for the required exhaust fans and required make-up air of IMC §403.3.2.3 and IMC Chapter 4. Noted but not fulfilled. Will this be deferred mechanical? • Provide locations for the noted "room heaters". Provide, deferred mechanical? • Provide elevations for the proposed accessible restrooms complying with ICC A117.1-2009 requirements,this should also include the shower elevations.You have provided language for the majority of these requirements but not all. Will this be part of the deferred submittal for the plumbing contractor? • Provide location,type and installations requirements for the required hot water services. Again is this deferred plumbing submittal? • Provide cut sheets for proposed fixtures and their compliance with barrier free designs. Same as above • Provide a WSEC summary sheet for compliance with the state's energy code. Provide • Provide for the requirement of the trash enclosures as approved on the drawings dated January 22, 2016 and signed by city engineer Jim Kelly. Provide • Provide details for required accessible parking for the use of the "utility structures" of IBC and ICC A117.1-2009 requirements. Provide Please remove all reference to the IRC on all sheets. Sheet A-1—i.e. blower door test, programed thermostat, M1502 and whole house fan requirements. Thank you for your attention to these comments. Respectfully, Richard Karns, CBO Building Official City of Arlington