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HomeMy WebLinkAboutPermit File 4903 Doon Way Y C3 City of Anacortes Invoice/Permit#: BLD-2018-0312 904 6th Street Applied date: 05/18/2018 _ P.O.Box 547 Issue date: 05/18/2018 Anacortes, WA 98221-0547 (360) 293-1901 Expire date: 11/14/2019 COVL Job Address: 4903 DOON WAY Permit Type: Mechanical Permit ANACORTES WA 98221-2905 Project: APN: P77618 Remarks: Install generator& gas piping Owner: WILLIAM KENNY Contractor: WASHINGTON ENERGY SERVICES Address: 4903 DOON WAY Address: 3909 196TH ST SW ANACORTES WA 98221-2905 LYNNWOOD WA 98036-5732 Phone: Phone: (800) 398-4663 License#: WASH lES851NS General Information: Fees: #of Gas Piping 1 Mechanical Permit Fees 38.90 #of Other Mechanical Units 1 Total Calculated: 38.90 Deposits/Receipts: 0.00 Total Due: 38.90 2 , �, r ,-.. ,-.. T, fCt Ill it. 10 41 N. .. IL ,_i CA ,t i ,-1. 11 1 ,', _ 0 I:• ci :•i i i _:J t,'} ()i u. Co 1:. _, h.) I-. 1-1 I•-I t :1 -, ICI •„ �• 4 - 1r,1i m --I 1 � , r, CZ. ; • y, •. Y• to m m THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DA?SPIbR, I , CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMME140,,M1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PRQVISUONS, OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN ORj NIC 1'b'i`i, Fi , GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER;tT =, e, LOCAL W REGULATING CON TRUC I N R THE PERFORMANCE OF CONSTRUCTION. .•1- r:a m e•.} I-` 1 CO CO i tl h_y S NATURE OF OWNER OR AUTHORIZED GENT ISSU !=' " u `" GS Y 0 :, City of Anacortes Permit#: BLD-2002-8040 904 6th Street Issue date: 09/18/2002 P.O.Box 547 Anacortes, WA 98221-0547 Expire date: 09/18/2003 p ,%A (360)293-1901 N- Job Address: 4903 DOON WAY ANACORTES WA 98221 APN: P77618 Permit Type: Single Family Residence Permit Project: Remarks: New Single Family Residence. Applicant: JOHN R. COX &ASSOCIATES LLC Owner: JOHN R. COX &ASSOCIATES LLC Address: Address: PO BOX 456 ANACORTES WA 98221 f, Phone: Phone: Contractor: Addressr: Phone: License#: General Information: Fees: Lot Area 8277 Plan Review Deposit 100.00 Basement Square Footage 1334 Building Permit Fee 788.00 1st Floor Square Footage 2092 Plan Review Fee 412.20 Garage Square Footage 605 Mechanical Permit Fees 129.15 Deck Square Footage 289 Plumbing Permit Fee 181.00 Building Valuation 241839 Park Impact Fee 615.00 # Forced Air Furnace<=1,000 1 Sewer Connection Fee 3,960.00 #of Bathtubs 4 Traffic Impact Fee 650.00 #of Clothes Dryers 1 Storm Drain Fee 1,126.00 #of Clothes Washers 1 State Building Code Fee 4.50 #of Dishwashers 1 Sewer Inspection Fee 50.00 #of Gas Fireplace 1 Total Calculated: 8,015.85 #of Gas Piping 1 Deposits/Receipts: 0.00 #of Gas Water Heaters 1 Total Due: #of Water Piping 1 8,015.85 #of Hose Bibbs 2 #of Kitchen Sinks 1 #of Lavatories 7 #of Range Hoods 1 #of Showers 1 #of Ventilation Fans 6 #of Water Closets 5 THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. . p i e 4' Tvzz AD Applicant Signature Issued by PAGE 1 OF 1 James B. Scott, P.E. �fVO3 �•o� ut�Y GEOTECI-INICAL CONSULTANT 360-293-6044 FAX 360-293-6044 Email resOlmhw@verizon.net verizon.net J. B. SCOTT & ASSOCIATES An Engineering Corporation 3601 West 5th Street - Anacortes,WA 98221 May 8, 20034147 Project File 02-981A John P. Cox John R. Cox & Associates LLC P. O. Box 456 Anacortes, WA 98221 RE: Modification of rockery walls and placement of system to create a sheet flow condition of collected roof drainage water, Lot 15 on Doon Way, Skyline Subdivision, Anacortes, WA Dear Mr. Cox: At the request of Mario Cisneros, a field inspection was made of the subject property in regard to recommending a method to dispose of the collected roof water from the existing structure. I also inspected the modification of the rockery walls as per my letter-report dated November 4, 2002. Scale: 1" = 30' Note:Shaded portion of roof will flow toward Doon Way •.----•---" Approximate location ___-.- \. �� / ,e of distribution pipe :^..• ,, __ ^l _ 1- rr— V 1'�mp / I ,�, �_\ :gpo° Gy m< S O>` �� �� Q• I I _ OT'O -4 --`T- l \ 1 1 ' /Az: \ oOCJ . \ GF7it" 4 y� IIeE oG �•, 1' F t---t.' ;N I \ mo Z� cqI " N �Q. �i -� - i� . - •i NDAnEu4r ' �' ,�I------___--- -=- ` 1 \, i ,`` \ / '•\cY T , ____----=--------------•--=------------moo..----•-----L FIGURE 1 — LAYOUT OF EXISTING HOUSE SHOWING DRAINAGE DIRECTIONS ,;: II . • ` John P. Cox May 8, 2003 As I was advised, the landowner down slope of the subject lot will not grant easement for disposal of the collected roof water from the existing structure. Therefore, that then leaves only two options for the disposal of the roof water. Option 1 is to pump the collected water up to Doon Way for disposal or Option 2 is to place the water into a disposal system that would put the water into a sheet flow condition across the width of the lot. Option 2 is the most feasible in regard to both cost and later probable maintenance problems. As shown in Figure 1, the amount of surface water and roof water will be much less than existed as runoff before the construction of the existing house, since a portion (about 60%) of the roof surface will drain off i toward the north and can be directed into Boon Way by gravity. So placement of the horizontal pipe system will result in a much lower surface flow down the bluff slope than existed before development of Lot 15. This means that the factor of safety in regard to both debris flow and/or slope stability is much improved. It was noted that other existing houses in the immediate area are directing concentrated roof flows via downspout down the bluff slope. In the future this may result in slope stability problems. --- NOTES 1 -Trench to be located+/-5'back from top of bluff 2-Pipe shall be perforated plastic or metal placed ih HORIZONTAL position 3-Flack fill will be clean(no fines)2"minus gravel or crushed rock 4-Pipe size shown in Plan View is not to scale Width of Lot Widtn of Structure.. Limits of Trench ,r7 -,.+. a Drain rock placed around pipe Cr4:5�C/L.~l. ��.� jC'.� ;" '� 2Cc..'576:4�@er\.c`J-C:ThC END VIEW scale t"-,�. ,j * Rock facing PLAN VIEW Scale 1"=25' FIGURE 2 - LAYOUT OF SURFACE DISPOSAL SYSTEM Now in regard to the rockery walls that existed when I inspected the lot on October 18, 2002. I made certain recommendations that were documented in a letter-report dated November 4, 2002. The rockery wall has since been removed and the rock placed as per my recommendations as shown in Photos 1 & 2. You will note that the slope angle is slightly steeper than I recommended as shown in drawing placed in the report dated November 4, 2002. 2 JohnMay 8, 2003 P. Cox ter, rho •ty ''., w. • PHOTO 1 - UPPER PORTION OF BLUFF SLOPE FACED WITH ROCK "!� a yr. i t .a. et � c T., � �. o. S�� �, •� dam•,-v ups 714.7 k y,,x Fi er, °• r -.cyy`' r r'e- V: '.. ; W2t,1 tfr PHOTO 2- LOOKING DOWN BLUFF SLOPE FACED WITH ROCK We appreciate this opportunity to be of service to you. If you have any questions regarding this report, please contact the undersigned. Sincerely, etc/ B og s\tom James B. Scott, P.E. r1^ 'mp Copy: City of Anacortes ' :r, • • .} 3 3 James B. Scott, P.E. e r � GEOTECHNICAL CONSULTANT 360-293-6044 S v FAX 360-293-6044 Email r I B. SCOTT &W ASSOCIATES Y� r An Engineering Corporation 3501 West 5th Street a Anacortes, WA 98221 November 4, 2002414111" Project File 02-981 James A. Schernmer, P.E. Schernmer Engineering Inc. 317 Commercial Ave., Suite 101 Anacortes, WA 98221 RE: Grading, slope stability & surface drainage on Lot 15 located on Doon Way, Skyline Subdivision, Anacortes, WA Dear Mr. Schemmer: At your request, a geotechnical evaluation was made of the subject lot. The lot is currently being developed for placement of a structure. The first phase has been completed in that grading has been done and foundation footings have been placed. fin addition, some grading was done along with the placement of two Rockery "retaining walls' along the south property line. Since this lot is located adjacent to an area classed as Unstable in the Coastal Zone of Washington, volume 2, Skagit County, published by the Washington Department of Ecology, great care must be taken in regard to both slope stability and surface drainage. This condition normally requires a Geological Hazardous Area Site Assessment in order to mitigate any possible geologic hazards that might be created by such a development. PFES C:NT PROFILE EIIO OF LOT 775' 79.050.3 55.0' 90.0' Cross Section Through Lot FIGURE 1 — CROSS SECTION PREPARED BY J. R. COX & ASSOCIATES Schemmer Engineering Inc. November 4, 2002 I assume that the City was thinking that since the lot is in an established subdivision, that it would not require a geological analysis, so development was allowed to proceed. Also, as shown in Figure 1, is a cross section that was provided by the builder, John R. Cox & Associates, as a document for the building permit. However the cross section tends to be misleading in that the vertical and horizontal scales are not the same. Also the indicated scale does not match the actual scale of the drawing. This tended to show the existing slope within and down slope of the lot as being much shallower than what actually exists. When the City stopped the work, the foundations were already in and the "rockery" walls with associated grading had been completed. The condition of the site, at the time of my inspection on October 18, 2002, is documented in Photos 1 & 2. 4.7 "��'il CS, {'��.yat Y. ^] \ G-)� 1 .`Ab �%1 'N*aa' Yi h t y'l ` i y:. .-a. -.fir ti'�$ 3 .&_ i `.ycs K _ ,zr� w e PHOTO 1 —VIEW OF ROCKERY WALLS PHOTO 2 —VIEW LOOKING UP SLOPE The area down slope, as shown in Photo 2, is within an area classed as an Unstable area, as shown on the Coastal Zone Atlas Map. Also this material is very prone to erosion as can be seen in Photo 2. On the same slope, but located about 60 feet to the east, some rather serious erosion has occurred. What all of this means, is that while natural surface water sheet flow has been going down this slope for a number of years with only a minor amount of erosion, now the potential as a result of possible concentrated flows is that very serious erosion and unbalancing of the slope can occur. What this means is that the concentrated flows that will be generated from the roof of the proposed structure, will have to be put back out into a spread sheet flow condition or the collected water be placed into a tightline and taken down to the toe of the slope for disposal. The down slope disposal option will require obtaining an easement from the property owner of the down slope area. Then the only other option is to take the collected and stored water and pump it up to Doon Way and discharge the water into the street. 2 • Schermer Engineering Inc. November 4, 2002 In regard to the current locations and vertical attitudes of the Rockery's as shown in Photo 1, that will require modification. Vertical rockery walls, if they are to serve as retaining walls, are quite dangerous in that they have low lateral strength. Also the placement of the rock along with the grading (cutting and filling), added weight as a point load right at the top of the bluff slope. Slope angles were taken of the bluff slope and they ranged between 40 and 43 degrees and were not the 15 degrees, "as suggested" by the cross section. Between the walls standing vertical and also being placed right at the top of the bluff, I feel that this is a dangerous condition. I suggest that the rock be moved and a key trench be placed as a shear block and the rock then be replaced on the slope at a slope angle not to exceed 30 degrees. That will then spread the cad and also "face" the exposed soil, while also providing some support to the cutslope. An "existing" condition and "proposed" condition is shown in Figure 2. This is a generalized drawing and is not for design or bid purposes. Once a selection has oeen made, then a design should be made using actual existing ground dimensions. • %N... CI.1 BUSTING CONDITION 'BUSTING - \ , �„0 PROPOSED CONDITION SCALE: 1"' = 5' VIEW LOOKING EAST FIGURE 2 -- (MISTING AND PROPOSED ROCK FACING 3 .. Schemmer Engineering Inc. November 4, 2002 We appreciate this opportunity to be of service to you. If you have any questions regarding this report, please contact the undersigned. Sincerely, 1.5 IL James B. Scott, P.E. • S� °T ''stir,17. ViaC. ._ l `� a A r. . a FS, CN. S�UIVAL �q�{' E9/3-70 3_.,......J 4 f OHN R. Cox&ASSOCIATES uC. Three Generations of Quality 1 lames September 12,2002 Don Measamer City of Anacortes Planning & Community Development Dept. P.O.Box 547 Anacortes,Washington 98821 RE: 4903 Doon Way Single family Residence This letter is per your letter sent on September 12,2002. The following numbers correspond with your letter. 1) Please note the following calculations: Lot Area 8,277 S.F. Area of Structure 2,697 S.F. (Including Garage) Total Structure%of lot coverage 32.5% Deck Area 289 S.F. Total%Area including deck „.-46°i° We would like to requested that our permit be issued on the basis that we will reduce the deck size by 90 S.F to equal the maximum square footage allowance35%. Please see the illustration: 0. i._q. ..m :i—iY :P q. �_se p..p y_S r k IIsc A�{,• \�\\\ -052.OF AREA i -TRELLIS COVERED DECK ; ; - DECK c r, a.z i•• 2 Wewill usingarea separation methodsper your letter. These methods will be hand P drawn on the plans in your office. a NCa"/ 11-\-4' .was-9lr 3) Please see engineering with this letter. 4) Please see attached calculation. If there are any other questions please feel free to contact me at(360)293-9416. Respectfully, . Cox 7-Pa "..." x u x. f/<i oo.......v. ....ri:.G ...n....... < r. ..., ...._ro.aa.... ;. <.:. : s::. , .,.n. .n. .. .. .. .,... . . ... ........ . . m.. .. ...<..:...., wn «..._�..:.;..-;.v,..:..,,.:.:.a......... 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Gr.. a.>. v::F .. aroi> ;ai-.z ,w,::<:: ?".>,:w>::,:r;:::«zaxs;?ri;.«aa";, �..S:u:w>•a:, aa. ..mS.<ao,.: s.n xae.. <.YC�..%�.>?int:i'fin'?;?tt aso'i:..ar.r.'>.ra k>ar;,s.�n'x:ok a:.am>,>:a<:: :�,:i::.:«:w.h>: si>. �x..:wy.. ,a�c<.<:x.n.;.<xa?>.e:i?..vxs>czaz>,.u:>:.?::r ,r„�L � S!.w..Y..>w; r r:r'�.> .. m..a: ..s:;><:.:.........«r. «.aro::rr..:.,.v:.a,.r.r...::<,xw' <cwtta�.Sn„w.<:k!>x.SCW..,.a:;.uw.-;,>-y.o..,a..a.n...n-n.nF..,.:5Mv2{N.af.:.,b�FRMx1..gti,....�i�>1>.>�n`4.!::r::<vS::mo>L.:::... :{,fr�Hus��k.!w':u?"G<a:i<::xvwws"n:;.,fvanY:':�:.:.,:...n}.«:.kE,:.:>:<::.Cg'2:.,,:..'S'::�': ..� Street Setback: 20 ft. 2nd Floor: — sf. (Circle Y or N) 1st Side Setback: /0 ft. 3rd Floor: — sf. q4?) gc .a F.tiv]-fr1 2nd Side Setback: 5 ft. Basement: /334 sf. i Shoreline/Wetlands -" Y Rear Setback: ZOft. Occ. Group: .—xa347° Water on/Adj. to Property Y 0 Use Zone: /2E6 Carport Area: sf. Soils Report Y f Type of Construction: /vim Garage Area: 6'05;, 30 Sensitive Area Y Lot Area: e 2/i sf. No. of Stories: 2- lit Di Latecomers Agreement Y p I No. of Dwelling's: / Building Height: Zi"-2" Fire Hydrant(250 FT) N Lot Coverage: 33% Deck Area: 7fS9 sf. Variance Y $9 1st Floor: 2-o12_sf.y ,4D- 193, 3c - D, fD Covenant II'' Y g7 Project Valuation (Labor and Material Cost):_ 2 , 14 a4) is I THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY ' SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHE R NOGiUDING CALLS FOR INSPECTIONS. SIGNATURE: ( Ldl DATE: `B/z-m/z-®®z I60 Sd1C) a �.T Y o„ CITY OF ANACORTES WASHINGTON v rn qcpPt�' BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 4903 Doon Way STREET&NUMBER Owner John R. Cox & Associates Constructed By: OWNER OR CONTRACTOR Bldg. Permit#: B1d-2002-8040 Date Issued: 9-18-02 • Occ. Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized. This 26th Day of/ ��J{/unee���✓/'/�A�� 20 03 q AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL SPECIAL REQUIREMENTS. ■ • Final Inspection Checklist Site Address: `l 1-cD 3 ra crerr Cat . Permit No.: Date Issued: Zoning: Occ. Group: Constr. Type: Owners Name: - Owners Mailing Address: State:. Zip: Variances: No ✓Yes Safety Glass: No Yes t/ Sewer Fee Paid: No Yes ✓ Hand Rails: No Yes V zz Sewer Inspected: No Yes ✓ Guard Rails: No Yes ✓_ WSEC Compliance: No Yes ✓ Traps: No Yes ✓ Attic Access: No Yes ✓ Wood Stove: No A7�es Smoke Detectors: No Yes ✓ Water Pressure: No Yes ✓ T&P Drains: No Yes ✓ House Numbers: No Yes I Insulation Cert.: No Yes ✓ Site Drainage: No Yes Curb Cut: No Yes 1/ Crawlspace Insul: No Yes ✓ Bedroom Windows: No Yes ✓ Water Heater Strp: No__ Yes ✓ Vapor Barrier: No Yes D.W. Air Gap: No - Yes !/ Water Meter Box: No Yes_ v✓ Auto Garage Door: No Yes / s• Exterior Decks/Landings: No Yes V/ Outside Caulking: No Yes v pGarage/House Door: No Yes ✓ Inspected By: O uys.(494t9 / Crawl Space Access: No Yes V Date: o to-as- bat Exh. Duct/Dryer Vent Dampers: No Yes ✓/ i � i DATE REVISION \ b pa a g DppN iVAy` • I00.0] u Pe / •• R\ &Zs, ; 0 I ' N O„/ • /i at.. I EIS / / eowl LL , ) a_ Cdri ,c. : / GARAGE' °°'!� u' 0 Oa 401. 1 , �, •° G J J 1 / / . • /' /i6 J)ECK HOUSE ' 7•- // / • . DRAWING NUMBER i / II ` . .. \\ % `� ,// �. 41 S.1 p / `e •01 , \�', �•. '— j 7 \`\ //� Zee DRAWING SCALE °°J 'LOTS 5 4a/ ,; K % s "0.). r = zo LOT;4REA = 8,27R \.! \ �/ 1 ,// ' O1 [77.5] 'RESIDENCE AREA \r. / i/ / VS CREATION DATE a . LOT-COVERAGE.= 3.5%., '/ %�� ROAD• / /Q� /zs/oz [nj.� `-f��. .• `„v6T \.�/ / Q DRAWN BY • SS�O. `a, •/ -eaOJ oa not acei.drawings All dimensions • illip OIL •. / (J.� shouldthe by checked on site The o nersh ustN. . l V'•OJ of the copyright In[M1ls drawing is rt[alnr by the Architects whose consent mac u oua�nee cemre am p:e •.aprpa�won [�0.5] made. orampadmereor n be made. C 2001 CaYX9M1t By John A Cox 6 AssociatesLtC.All Pipit.Reserved PLAN 0 2 10 20 a SCALE= 1"=20' ` John R.Cox&Associates u, ''' t`tr''''''''''''''''''"'".,,,."4:4r4r.,% .,,. 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