Loading...
16905 TALBOT RD (3).PDF11111111111111 13415 16905 TALBOT RD ADDRESS: I Ly-Lui l TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE) COVENANTS(RECORDED)FOR: CRITICAL AREAS : lJ - l O I DETERMINATION: ❑ Conditional Waiver �4 Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: WL" Jill '6b DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): 141 l — A 6s `A06 PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: "l 1,u] V SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: ' n WATER METER TAP CARD DATED: ✓ i l.Y OTHER: L:\TEMP\DST's\Forms\Street File Checklist.doc PLANNING DATA SITE ADDRESS: 16905 Ta{ba i- PA. DATE: 5/1,7 /�6 ZONING: 2s, l Z PLAN CHK#: 96,-.90 PROJECT DESCRIPTION: Ktzo d�►, rw, twr ;S h c ¢ cno hua s . SETBACKS: Required Setbacks: Front: 25' Left Side: to, Right Side: l o.' Rear: ZS- Actual Setbacks: Front: 7Q, Left Side: 111 Right Side: bO' Rear: 95-' CORNER LOT /Ua (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED nJ (Y/N) LOT COVERAGE: Maximum Allowed: 3S% Actual: 90 % BUILDING HEIGHT: Maximum Allowed: ZS' Actual Height: 2 2- Datum Point: Eke Datum Elevation: / 3 (. 7 SUBDIVISION: -�� CRITICAL AREAS #: �T - l 09 SEPA DETERMINATION: LOT AREA: 27 o46 d C:1� Skj k-t dti -q, f W # (.yam, art- f o..Ir M- 4- 5kq f *, , ✓a, W_ OTHER: ow - "k Plan Review By: CA FILE No. 1b�� V Witical Areas Checklist ---- Site Information (soils/topography/hydrology/vegetation) 1. Site AddressAbocation: ' 16905 Talbot Road r= 2. Property Tax Account Number: 072704-1-019-0005 - 3. Approximate Site Size (acres or square feet): 27,660 sq . f t - 4. Is this site currently developed? X yes; no. If yes; how is site developed?r. Single Famil.y.,.Residence .5. Describe the general site topography: Check all that apply. X Flat:., less than 54eet elevation change over.,entire site. .' Rolling.:;slopes on sitegenerally less than 15% (a vertical rise of 1(-feet over -a - .horizontal distance of 66-feet). r. ; ' "- _ •Hilly: >�%slopes preseat'on'site of more than and less than 30% ( a vertical rise' .,,-.of 104eet over' a horizontal distance of 33 to 66-feet). X Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over 2' horizontal distance of less than 33-feet). ... . t :�: ;.�{x` :::41.:4]!. .'Cit`'& s.r+�s49•-i4 i�3�`4 z_ri.; ... ., Other (please describe):-� .- �♦ 47 6. Site contains areas of,year-round standing water: No ; Approx. Depth: 7. Site contains°areas of seasonal standing water: No ; Approx. Depth: What seasons) of the year? 8. Site is in the floodway NA floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? No -. Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ;meadow _;shrubs ; mixed ; urban landscaped (lawn,sh: ubs etc) X 11. Obvious wetland is present on site: No Revo1roase ! z. IF ' . —MUN90— 90 -19 City of Edmonds Critical Areas''Ch."e'cklist-.: The Critical Arm Checklist contain6donv,", and submit it to the City. The City'will this form is,torbe filled..out-by. any-persowA muiia,,review the checklist, make a! precursory. site preparing a Development Permit lr-,,� (visit, and make a determination of the Applicationfor-the City.of Edmonds p#pr,,,,, 'Submittal subsequent. steps. necessary to complete a.. to his/her of a dFYOOpment i,., development permit application. permit to the City, a* signed copy of this form, the" The purpose of the Checklist is to enable applicant cant uld also submit a vicinity_ map City Staff to determine whether any. or plot plan for individual lots of the parcel Potential Critical Areas are or maybe. -with enough detail that City staff can find present on the subject property. The identify the subject parcei(s).,jn.,.--- information needed to complete the i. A ,. ddition, the applicant shall include Checklist should be easilyavailable front-, other pertinent information (e.g. site'.,."' observations of the site or data available at plan, topography map, etc.) or studies - in City Hall (Critical Areas inventories, maps,- conjunction with this Checklist to assist ,su or soil surveys). ._ -staff in completing their preliminary An applicant, or his/her representative, awessment of the Site. . must fill out the checklist, sign and date it, I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below).' Owner I Applicant: Applicant Representative: Trond and Debbie-Bodal. Phillip Le'hn Architect Name Name 9630 - 219th SW 16202 72nd Avenue V? StreetAddrem ------ Edmonds, VIA 98020 City, State, ZIP he, Signature Date Edmonds, WA 98026,., City, State, ZIP Phone Signatud/ Date R • • City of Edmonds Critical Areas Determination Applicant: Trond and Debbie Bodal Determination #: CA-95-109 Project Name: Permit Number: Site Location: 16905 Talbot Road Property Tax Acct #: 0727-041-019-00005 Project Description: Non -Project Specific Determination: Study Required: During review and inspection of the subject site on June 8, 1995, it was found that the site appears to contain and/or is adjacent to a Steep Slope Hazard Area pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). To determine if a Steep Slope Hazard Area does exist, a topographic survey prepared by a Licensed Land Surveyor delineating Steep Slope Hazard Areas must be completed. Any slope over 40% with more than 20 feet of rise will be classified as a Steep Slope Hazard Area. A 50 foot buffer is required from both the top and toe of the slope. A 15 foot building setback is required from the 50 foot buffer. For development of any kind which is proposed within the critical area, 50 foot buffer or 15 foot buffer setback, it must be shown that the development will not adversely impact the Critical Area or its buffer, by doing one or possibly both of the following depending on the outcome of the study: 1. For development proposals which will occur within the 50 foot buffer, but no closer than 25 feet from the top or toe or the slope, the 50 foot buffer requirement may be reduced to 10 feet if a study is completed by a licensed geologist or geotechnical engineer which clearly demonstrates that the proposed buffer alteration will have no adverse impact upon the site, the public or any private party. All Critical Area Studies must be completed under a three party contract where the City hires the professional required, and the applicant pays for the study (pursuant to ECDC Section 20.15B.150). 2. If development must occur within the critical area, buffer, and/or buffer setback, and is not identified as an exception per ECDC Chapter 20.1513, a Reasonable Use Exception and Variance must be obtained pursuant to ECDC 20.15B.180A and 20.15B.040C). All proposed development of the subject lot must meet the requirements of Chapter 19.05 of the Edmonds Community Development Code. U CJ If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Areas located on the site, they may submit their proposal to the Planning Department for review. If the Planning Department finds that the proposed development permit will not adversely impact a Critical Areas or its buffers, a conditional waiver may be issued on a project by project basis. Name Signature '�,e��'wttst�w,,���:i'1.'�t��.iPu%m-�fS�Fh'},.r,�pSr,r�„n,.�•�iJA'1",.r`.o'�i�.,�:rlGr�hb�t.ni�ry;�^'C�"'r't�`isWF.,iAiq,u:s�,y,��rr=�k�;,,r�`arv'+.rar•c`,r'°'s''��"'r'�-�t�t;:;�,.rsv%�, CITY OF EDMONDOCF.ivEO SIDE SEWER PERMIT 89019 SEP 17 �996 PERMIT N® 8 8 01 . r,Ug C WORKS DEPT "'j' ` Address of Construction: ' 6 1 Q "J + °l1\C30� Property Legal Description (Include all easements): LYNNW06D LINE Owner and/or Contractor: /State License No. Cc3r�A�-G©SI M Building Permit No. Single Family Invasion into City Right -of -Way: 06 No ❑ Yes. ❑ Multi -Family (No. of Units. ) @W Construction,,Permit Nor. ❑ Commercial Cross other Private Property: N No ❑ Yes 61 Public ,,� `- `_t _�.k Attach legal description and copy of recorded easement I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. q -16-OI b Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY * FOR INSPECTION CALL WORKS WORKS DEPT. Permit Fee: ' C,7b Issued By Trunk Charge: i�` • Date Issued: Assessment Fee: A lof Receipt No.: Lid No.: `Vo Partial Inspection: Date Initial Comments Reason Rejected: Final Inspection Approved DateG-( % AG Initial e.� ' ,kL A' U,NyLti Date Initial ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Bull Copy: Applicant F Revised 3/90 The City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ NEW CONSTRUCTION -❑ REPAIRS 91 LID NO ................... ASMT. NO. -__.____-___..__._ OWNER_...-------•---------------------------------•--------------------............................. CONTRACTOR ........... ............. .......................................................... PERMIT NO. _ JOB ADDRESS ..... w.�_�_ 0-_`� .................................... C,T ►ZG�.. t� .................................... ........................ LEGAL DESCRIPTION: LOT NO. ............... ....................... BLOCK NO. s y45.v�u ` 3 a,�z P1Tit i ,N PWW-0001.11175 (REV.11/78) ................................................... ..................................................... ....... NAME OF ADDITION .............. ----------------------------•------------------------ Z ' D E p-rH G F1 �% A o Sfc�rr#4r�. Approved: DATE ...... �7 ............................................... EN1�YObfl bfiN� BY---•---• ........ 36- ........... a 4 APPLICATION for the City of Edmonds SIDE SEWER PERMIT EASEMENT No ........................................... NEW CONSTRUCTION CN REPAIRS 0 Z-�o /�4 ................... . . ............................ CONTRACTOR ... gl-.4!. r��41 3 ........... 5 ............................ PERMIT N (.3 OWNER ....... R., ....... ............ .... .... T LEGAL DESCRIPTION: LOT No...--...... .. ;2.1 ........................... BLOCK No- GOV.'] ....... ... .............. ADDRESS .. A .......................... ...... gw ................ NAME OF ADDITION ..... ........ ........................................................ Op 7 0 L. e 4 141 A 73 APPROVED 0 MAY 2 8 1970 Approved: ?.-30-7o DATE..Cl... ....... ? ......... By ... M s irk - ,- •. _ CITY OF EDMONDS G CIVIC CENTER —WATER-SEWER DEPARTMENT Call PRospect 6-1107 when work Is ready for inspection. (No inspec_ y(�T tions Saturday, Sunday or holidays.) i � O 3737 SIDE SEVER HERMIT ADDRESS .............................16 9 0 5_._ Talb ot... Road.. _.... ---------------------------------------------------------------------------------------------------------- owNER --R'- E.---Welch------------------------------- CONTRACTOR ............. Allied Backhoe tPermission is granted ...... May ... 8................... 13_70.., for ------------------------ days to REPAIR or CONNECT a side sewer with City Sewers in accordance with application on file and governing ordinances. ATTENTION IS'CALLED TO THE FOLLOWING: j- NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion Of sewer before it has been inspected. NOT- No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NC_ To. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. i No bends in grade sharper than % will be permitted. i. NOTE No. 4--Trenches in street must he water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 5---It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its appur- tenances except to insert the pipe into the wye. ice. J SEWAGE DISPOSAL PERMIT Septic Tak..10*60 --------------- PIS. No. CITY OF EDMOND S ... . ......... Disp. Field ...... --_---------- sq. ft. Department of *xbftAyzan Eng ineering Other. J� Nkme ........... ------------------------------ is hereby authorized to install/. repair sewage disposal system at- 16. ........9. ---- b-o ... p, ................................. ---------- ........ ........ .............. ................ ----------_-- ....................................................... Date issued on.... .y ............. I ........... Permit expires one year from date' of issue DO NOT COVER BEFORE APPROVED BY DESIGNER OR SANITARIAN I hereby certify this system was installed under my supervision and control and complies with all provisions of the of Edmonds Resolutions. City r Signature of Installer ------ ...................................................................... Date .................................. Approved.0 Disapproved Pate ---------------------------------------------------------------- By ----------------------------------- ............................... I ............. Rq�marks: -------------------------------------- .......................................... T ------ ............ ------------------------------------------ -------------------------------------------- ....................... S ANITARIAN OR DESIGNER -------------------------- -------- ------------------------------------------------------------- Date This permit shall be posted in a reasonably conspicuous place on the job until inspection has been completed. TlO.T`tO E-.- 'Subj- qc i.11.s 60403,� Ext. 20 or 52.' January 11:, 1983 MEMO TO: Hearing Examiner FROM: Dan Smith Planning/Engineering Inspector S JANUARY 20, 1983 HEARING EXAMINER MEETING s i CU-56-83 HUMPHREY CONSTRUCTION Conditional Use permit,,f—pla-cemenr fo-r—� culvert installation a 1690.5 Talbot Road and 7700 Bertola Road (in the Lynnwood Sewage Treatment Plant) (RS-12) The Engineering Department does not object to this action. The culvert to be extended beneath.the fill is required to be the same size as the existing, i.e. 24". A designed headwall and profile of pipe are required with building permit. An inspection is required prior to covering the pipe. Applicant to contact the Engineering Department to set time. V-17-82 SNOHOMISH COUNTY P.U.D. Variance to allow overhead wiring at Main Street between 3rd Avenue and Sunset Avenues. Engineering has no comment on the aesthetic aspects of this application. However, if approved, any new poles should be placed so as to not constitute a site hazard. ST-7-82 G & M INVESTMENT Amendment to the Official Street Map to remove a proposed street in the vicinity of 78th Avenue West and 234th Street S.W. Engineering is not opposed if no lots are denied legal access/egress for vehicles and/or legal access to utility systems. CU-1-83 WAYNE CALLECOD Conditional Use permit to park commercial vehicle over 10,000 pounds licensed gross vehicle weight at 8127 220th-Street S.W. (RS-8) No comment. DS/mt f/" l 0 J. BOX 18186, SEATTLE, WASHINCTON 98118 • (206) 723-9000 MM December 29, 1982 City of Edmonds Re: Request for. Conditional Use Permit to Place Fill Humphrey Construction,'Inc. (HCI) under contract with the City of Lynnwood will be expanding the.Sewage Treatment Plant located at the West end of Brown's Point Road. The site, owned by Lynnwood, adjoins properties within the City of Edmonds. During construction, 4000 to 7,600 cubic yards of surplus dirt will be generated. The purpose of this request, is to obtain permission to place this excess dirt as fill on two lots that are adjacent to the plant site. The property owners have given their consent. The proposed fill site is the bottom of a very steep and deep gully. The drainage stream in the bottom of,the gully enters a culvert at the plant site property line and runs underground 700 feet to the Sound. The gully bottom will also be filled to the property line during construction. The -effect of this permit will be to extend the culvert and the fill about 300 feet farther up the gully. The gully is so steep and' deep and so heavily treed, that it is doubtful that any of the adjacent resident will even be aware of the change. The upper end of the gully has already been partially filled to permit development of residential lots. The North side of the gully is in very unstable ground. There has been considerable difficulty over the years maintaining Brown's Point Road. The placement of fill in the gully will tend to help stabilize that area. The surplus dirt will have to be placed somewhere. Use of the adjacent properties will save filling other sites and eliminate up to'2,000 dump truck trips on the city and county streets. Yours very truly, HUMPHREY CONSTRUCTION, INC. G. W. Bawden GWB:mj CITY OF EDMONDS EDMONDS, WASHINGTON File Nqc Date j.1.9e RZ Fee `( APO'S APPLICATION TO HEARING EXAMINER Rect. No. �3�/�' FOR CONDITIONAL USE PERMIT - - HEAR eoxmkowsr y APPLICANT: ADDRESS(�(��X `���!, SCyirJL {? PHONE72jlOc;e) Indicate type or degree of interest in the property: T A.,,ol)12.Ay, Ut-zc F. 121iJ, 12u n1, TULL.cG�{i SNoits:v,�lt, Itllfi3/�. J32iC ��� i3rJ3 a OWNER: (�, a P K�'N�rFLI �. 1 bq& Tr4Ljbci a -DADDRESS�1„�,,,�,n s ,,fA . 98 (rzy_ PHONE�-7& _-i -f5u 7 ! -1 - $acuwS J0014r-R1). LOCATION OF PRO.PERTY(ADDRESS) k2 LEGAL DESCRIPTION OF PROPERTY -5- /1 raqektr-4 To be completed by the Planning Division: Use Zone Legal description checked and approved by: Date: rC r ' • V rC r: i 'rC iC �; r: V rC irC r: i; i; iC iC i; iC it "'rC rC r; r rC 4 iC iC iC iC i i r '�C r r "rC i r r r r r `rC iC i r r r 'rC iC i r r r r i r .rC . VICINITY SKETCH: Exam PLEASE SHOW BELOW A VICINITY SKETCH AS PER INDICATING NORTH. izuwW 5 Sr -WA( 6 �tT,� PL-5 r EXAMPLE, ;F CONDITIONAL USE REQUESTED: lky -k- f c GuL)e Q:. L,AeF (-ILL eC-A A-T JA60>J q PL✓ NS DETAILS OF PROPOSED USAGE: INI-54,LL Cul_tf_c-�2:i Fxn Zc( l�L�j��y�INYa� PL ►'�C (� FIL�, s,N Lars 1 4 Z R-f 1hJ6iCA-TfQ .46 40(1 t1 )1J A-1fjCWt4-" eL✓-In/s. C�,ij" M -7i-10 IA-R��:%4( Oy W. W11-L 13cL" SLlAPLuE fg6i-1 SC,: r,O SE" TYLF 'n�cur IOLV+ .1 r 6-J o+0JWe,6;-i7-P/4 p,-7Zry gnatu of Applicant, Owner or Repre/s/entat RELEASE/HOLD HARMLESS AGREEMENT The undersigned applicant, his heirs and assigns, in consideration for th City processing the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from anv and all damages and/or claims,,. damages, including reasonable attorneys' fees, arising from any action or inaction of the City whenever such action or inaction is based in whole of in part upon false, misleading or incomnlete information furnished by the applicant, his agents or employees: PERMISSION TO ENTER SUBJECT PROPERTY The undersigned applicant grants his, her or its permission for .public officials and the staff of the City of Edmonds to enter the subject property for the purpose of'inspection and posting attendant to this application. 51Tz:- At+1-/3 tf Cuss SFL�7o�.r5 4/Sfe-r--rr 8,rgn-atuf(d/-of Applicant, Owner or Aciv A1. pNU1v o F Si 71" Re p r e s�t ive,,7 6E77672 d (" C&4:m /N C G214DINS PL,,W - d Pko P e-,C. r, G 3 To �.YNn�GJ1,UlJ . SF4�R4F .Tn F++T,IiIEfIT aAV ---......12/25 18L SF+T 10F4 r—_ _ t' ', .�-.� .,-•- +f• .�/y � .__�._.�.--yam`\ �`` r� �s 4' ` J cw Ij Go 96 �s 4N0� Sf is STE�p - - /�- ,40,� p 70 t ✓ �. 1 ROY PRupe4 r y J n n NwoUi) Nl ,_,--- --�-" .,� ,ram . �� • .- .�,� � \ � ,..- / i• - `• ` - _ tip_ _ ,, �' \`• ��`\ \\ ,\\ `\ .\O57 .\. - cPlTcr} p0►MT' FILL TO EXISTI,.l� tiryN�� UnN ._ %Am. � 22� \� � { pill' i2 - 9 lqo � Z-o koo 0 Pam CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS 250 Fifth Avenue North, Edmonds, Washington SEPTIC TANK INSTALLATION PLAN .4< (Submit in Triplicate) ADDRESS OF PROPERTY .... ..1690 5 Talbot... Road Lot No.Govtr......2 Permit No......333........ Owner...... Uk1Dwn.------------------ Address - .. .......................... ........... .............. Phone ........................ PR6-o750 Builder ... Bob....W.el..Ch............. .............._.._.__.... Address--7.6.19... -..-17-5th..3-..--W..... EdmOrAft..W Sh_....._... M. B. Meyring P...0 . Box 3, , yy�� h. PR 8-3101 Designer ....... Address .....--.........2. - Lynnwood------- ••------- .... 1?ft�t..................... Installer .... NPrthood... 3eptlo... 8t1k...... Address7.220-210th...3.....W...... Edmtond.esPhone...... 7.7..ft.-0558 I hereby certify the accompanying drawing is an accurate representation of the system installed at the listed address. I also certify all recommendations and restrictions (concerning plumbing stub elevations, maintenance of grades, fills, surface drains, etc.) listed by me on my sewage disposal system permit application dated..-. ............ .....................have been complied with. ................... •----------------- .............................. Signature of Designer Date TO BE FILLED IN BY CITY ENGINEER ONLY Accepted.... .......................................... ...... Date../3._....................- NotAccepted... ...... ............ ........... ...... Date. _._------------ ............... ... Signature of Sanitarian._ Approval based..upon designer!-s_..certification. Remarks:..................................................................... ................ ............................................ ......................................................... INSTRUCTIONS: Use the reverse side of this form for the drawing. Use a scale which will permit the greatest detail and still contain the entire site on one page. ATTENTION HOME OWNER: Your septic tank has limitations! It was designed and installed to care for an average -size family. Over- loading the septic tank or disturbance of the drain -field may seriously impair satisfactory operation. Points to remember: 1. Have your tank checked periodically to see if pumping is necessary (2%2-3 years). 2. Do not channel ground water, surface water, footing drains or downspouts into the tank or drainfield. 3. Do not excavate, fill, place a structure, driveway or. patio in, on, or over the drainfield. 4. Limit toilet fixture disposal to sanitary wastes and toilet tissue. 5. Detergents and bleaches used in normal household quantities will not Karin the action of the septic tank and disposal field. Builder:' Bob Welch 7619 - 175th S. W. Edmonds, Wash. Installer: North -end Septic Tank 7220 - 210th S. W. Edmonds, Wash. �a�e ••�°zO� p � Job No.68-2; E6 PP51 p23 As -Built BOB WELCH Gov t. 2, Sec. 7, (27-4) CITY OF EDMONDS WASH. Permit No, 333 Address: 16905 Talbot Road Ur7e,51ate /V 891,0-5,051 W Designer: M. B. Meyring P.O. Box 32 Lynnwood, Wash. N m4 0, 1 b 5� /ODO .Ca/ e 95 LEI? 71-/c AR- R /O''/. o iN�ir Meyring Survwors, Inc. Lynnwood, Wash. PR 8-3101 I CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS 250 Fifth Avenue North, Edmonds, Washington February 20, 1969 APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to: -------------- Bob Welch. ..... . For installation at: (street address)--. ------ 16905..Talbot. -Road ......................................................... ............................. NW corner Addition or Subdivision ............ section... L--- (27-1+)....... ... . I ... .. .. Por_.- Qov.'t_._. Lot_9 ........... Block ................ Type of Building: New. .... X.... Existing ............ Single family- residence .... X.......... Number of bedrooms.....3................... Other: (specify type or use)--------------------------------------------------------------------------- .......................................... ------------------------------- Builder ........... BQb.-W.ICh... ................................-------------------Addres7619..----175th.-S...W..-.Edmonds-r-.Wash........... Designer.... M•...B..Meyring .... ........................................Address.P._0.. B�x...32�... Ynnwood, .Wash.. .-......-....-... Soil Log Hole No. 1---- .-.0'?..-..48_tf---a.ard..$a.-grovel. ...... - ... Soil Log Hole No. 2-------- ... Same --as.. above--------- ------------------ ----- - ------------------------------------------------------------------------------------------------------- ............. -----................................................................. ............... Elevation,.of Water Table, if encountered. (Distance from ground surface) ..None.......................................................... Corrections to control surface water if needed ..... None._ .... NOTE; .... Fool.-and..r.QQ.f._dxainag.,�..t,?..be................. ......... roi tecl..wny..from..cirainfleld..axEa...------------• ........................•-----.•--------•-------------.......................:..---............... Specify if any removing or grading of topsoil in field area— .... None ......................................................... -------------------- Percolation : Test Hole No. 1 —Average Rate....... ..... .... ........ (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 2—Average Rate ....... 16............................................ (Fall in ininutes/inch-bottom 6" test hole) Test Hole No. 3—Average Rate ...... ................ ........... ........... .:........ (Fall in minutes/inch-bottom 6" test hole) Tes� hole No. 4- 6 erg. �t� J961 - unchanged 8/8/68 Average percolation rate on which to base d9in ie e ign ........ . Date Taken ....................... Septic tank requirements based on present rules and regulations: also July 1966 Septic Tank Size........ 1.000.......... .gallons. Amount of Square Feet of Disposal Field ................ .............. Signature —Designer......! /..� %....................................... . Date Z./ r9.-.......... DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency) Permit issued (date).... . ,/ J9......_.....................Permit Number ...��� �+ t .- i .; Remarks: ...Cc� r=.= ' ' ..; ......rr` ` ,,r ... YR :��r� .. n . �. ........ .................................I ___.--:...._...._......: . ... . o . 0. ?uilder: :3o'0 ;ielch 7(A9 n i:inonds i /1 T,OKJ E::�f� WA ,V e.9 " O Os J,v A(1dr­;-. of falhot Road 0 A r�o rnt'Z-.: Ic- +- �j k �� 1 C • � /S a ' V .. ~ .. 'a Desiunor: .,_ . Box 32. Lynn-,aood , ,dash. a, II STALL AS SHOW:'i i.n L ,: { Any deviation fr'on this design :without consultation with the desif-ner will make acceptance of the installation subject to f the discretion of the desi.mner. All ell joints to be cemented In accordance of the Septic Tank ;annual. V) e•eyrin,_ Survoyors , Inc. Lynnwood, viasi, . FR' 6-310 �qP 1 � 0 9, Z lines 40�ceac� . 1_< �zp /k4-A. i?oo� Dizy+talRGE wtde �rehc� , i-,ut> F'00l., G'2 Ih t t�i f� G7 r "ai s 1 M1t�( �l�TG Al.t_ 'POINITS tt.l v2AI►�S�1�1..D "ry aE r=rftC: NT ED EN.T 0rvE -cILE aS-- 14. ^.JCst,.E 1�a ►JT CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS 250 Fifth Avenue North, Edmonds, Washington APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to:...... Bob Welch ........................................................ ........... . ............. For installation at: (street address).--- ........ /� s �� '6e, -------------------------- ---......................... ---------............................................. NW corner Addition or Subdivision.. ........ ection 7, _(2 .......... ......... oE.._Gov*t-___-_... Lot-2 ............... Block ................ Type of Building: New.... X.... Existing ............ Single family residence... X.......... Number of bedrooms.... 3................I.. Other: (specify type or use)---- ................... ---------------- -------------- ................................... .......................................... Bob Welch ---------------------------------------- ---------. Address...7619...-..175th S . W. Edmonds ;-- Wash....... Builder . .. .... . ..... .----...----•------- Designer...l"Mr...B.?..Meyr ng------ ............................... .---------- ...Address...P..O-...-Box..32,..Lynnwood,..Washingtin..... Soil Log Hole No. 1........011 _ 4.8t► sand & gravel ...................•--•----...--------------.....---------------------------------------------------• -- . .--------------------------............--......................................... SoilLog Hole No. 2---- --..Same-- --- -- ----------------------- ...... ............................ ........ ------------------- Elevation of Water Table, if encountered. (Distance from ground surface).......NO.ri.e ..................................................... Corrections to control surface water if needed ....... None — NOTE: �p1 and R®o' drainage to be --------...routed away--from--drainfilld--area .......................:.......... ........... Specify if any removing or grading of topsoil in field area---.- None ............................... -------------------- Percolation : Test Hole No. 1 —Average Rate ....... 7................................ .. (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 2—Average Rate ........:�..........I.................................(Fall in minutes/inch-bottom 6" test hole) T st Hobe No. 3 — Average Rate.-.......6............... ... (Fall in minutes/inch-bottom 6" test hole) est Hole No. 4 b Perc in 19b6"- unchanged Average percolation rate on which to base drain field design .. Date Taken ...8�8�68 Septic tank requirements based on present rules and regulations: also July 1966 Septic Tank Size ..........goo...... gallons. Amount of Square Feet of Disposal Field ...... 4S�.�.� ................ Signature — Designer ---- - .... .............. Date -- August .12..,---.19.8 ------------------------------------------------- .....- .......6........ DO NOT WRITE BELOW THIS LINE &,/be compirt'ed by Issuing Agency) Permit issued (date) ....... K........................................................Permit Num r......... Remarks:... .... ..../ /�!�" v" Guilder: :30, 7'19 a 175/hh 5 . :1. chnonds, mash. 5�IVITATIQJV l.�E�/�ti Designer: 7407 B Q 8 V V E L C t- re. c.• Sox 32n, Gov. L•oi 02� --56C_ 7-27/(% 4EW1Y, Lynnwood, gash. �5AAvN. eo . WAsN. AJ89 '4V _Ad_lress of I notallation: 1690.5 Talbot Road rio�- — ts�� � #V10 30 m qeA N /\9 BSTALL AS -3.q T114 i N0Tz: / Any deviation from this design Ir / without consultation wi.th tno Jc.�nc� / ( d.esizner will make acceptance z of the :installation sur_ject to the discretion of the desl:rner. 411 ell .joints to be cev4ented i accordance of the Septic rank annual I . V 7,904 9, 9 `) / 4 , !i & 5 Pley-ring Survoyors, Inc. Lynnwood, ";as' s R ,3-310-1 900 �� i �b�, ✓_ 4S7 iso 2 1 -rie S 1pz�ar% N LTG t- 4ez- f ; i:L... (oc.S' L'�z4>, kAA-GZ �Uide Lr-ev%c� . A,mD ,f,cTE . At Dre-A0',%Vr% L.D Tv _ �' NJ- 1 G. W T F- 0 R `r - CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS 250 Fifth Avenue North, Edmonds, Washington APPLICATION FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to:...... Bo.b..bfalc&a ------ �� '�a,� ` For installation at: (street address) -- - --`-----.-..--�:,....--�--- ---- �'----------- l- � ---------------------------------------------------------------- 011 c®mw Addition or Subdivision C7�Ci %�� c`"�/'r+�----------- - ----- i'.. ��'L Lot.-? - ...... Block..-.... Type of Building: New....3.... Existing.--......... Single family residence ---- ......... Number of bedrooms .---3. .................. Other: (specify type or use) ----- --------------------------------------------------------.................. ---..................................................... ......... Builder......Dob r3e��..�4------------- Address. _. 4....... � 'a�.'ih ..: . o... Ewa`..2£�w a-- i,.a s.....---- Designer ... 0t...- ._- r G t?fl° ................................... Address.. 04.6.o... Soil Log Hole No. 1.----- Olt - �`V801. sal S, vavol -----------------------------------------------------------------------................................ ------------------------------------------ ----------------------------- ------------------------- SoilLog Hole No. 2....... --------------------------------------------------------------------------------- .....---....-----------........ Elevation of Water Table, if encountered. (Distance from ground surface).......40M..................................................... Corrections to control surface water if needed. ...... �ono- VO St 1�o64 draLiagm to 00 _ 7 = volute ntay..g._rm drams'Ae1-•_a_:..................... ........................................................................... Specify if any removing or grading of topsoil in field area ........ ..�©.......................... .................... Percolation: Test Hole No. 1 —Average Rate ....... 7................................. .. (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 2—Average Rate............ ............................................ ('Fall in minutes/inch-bottom 6" test hole) Test Hod o.,,3 — verage Rate ......... 6 (Fall in minutes/inch-bottom 6" test hole) Average percolation rate on which to base drain field design ....i' ...Y.4i ..T.................... . Date Taken............... Septic tank requirements based on present rules and regulations: also July 11,DW6 Septic Tank Size..........�........gallons. Amount of Square Feet of Disposal Field.....- .`....� ................ Signature — Designer.....-�'?"6''... Date....... At�iAst :..�� �,� DO NOT WRITE BELOW THIS LINE be compVed by Issuing Agency) Permit issued (date)---------------------------------------------------------------Permit Number ............................................. Remarks------- --- ------ ------------------------ ---------------------------------------............................. -............................................. ......................... otvi.16er: s�i/V /Tf1 T/ 4IU J�6 5f �aN Designer: {�7 • 30� "IC1CI1 Meyrina 761.9 - 17'Alh t ® 8 WEL C�4 f . t' . Box 32 Lrmondso .Vast• Gov. Lod A0`?- —45E-r. 7-27A) 4Ebj/M, Lyrmwood, slash. :.. PrI A189`1��'0�''�� t Adc ress of Inst0.lat: an. 169935 Talbot Road. 14 �J'7(O �kl k � 7 Meon Qu+ \ N GPI)e . / -/D GL SE.� -- 00 zxolh II'STALL AS SM'IA HERZON tiOTG: +/ Any deviation fron this de:,il n CJ r— Ji.thout consultation with the JAr�' I desi Winer will -make acceptance of the installation syb ect to the discretion of the dosi^ner. I l ell joints to be cemented Vc,: acordance of the Se:rtic Tank annual . N. ..eyrin,� Surveyors, inc. Lynnwood, ,jash. !-A 7,9 /a`� �q ' .SPEG1 F'/C 5 900 Ja 4So 5. G 4 �S0 1In 1 � t��TG 2 1 ►ne s 112o c) P I-Z v\ � t-i A G E 3 ° wide A rc v\c k , A VL- DrZ. kI r t i;= Fr l .D -T-U -Y W 6 Ex �Ir4,t APPROVED BY PLANNING ABBREVIATIONS 6E xl!RAL a 00149TRU-TION WVCVM ' CABINET 4 APPLIANCE ro NY1tlR e0.T a svaVrr® Naa wl Ca1D rta Renaar s••, OA eorror. N'swe ro rrrir/+rCe earoe rov MaV! erN surwr se/.r cM tlerG rt rat •aN1R es aorta+ mass a roanTroll swnr A9J AD.YamT ere 6MIuH r w W CA . art ae (alTa+srure a area nearer fm eovwo wD waD DGSM oar doR W Genrert (VDrrM01 ee ewuaaAeT ewt ruw» elacwNe raaw wriDea me VLWT are aorwo , P-D a0.T w sae ORM'et aM ew+ wT weewT MH 11= Hem Oe� tz>ere ew arse wen Iwo OrV.el) GNT fi+rrllNel w Nletlal eY e , 90tV1f2 rNa Pr naAle Aare m mee e/ao fA TiNJWO! e0.T LIVr -m TI 6LLT run her m Va [xr ALRO•M cW re► rfmw aAcrc rrrra Gal GmNI IN lMK IM rweaH val IORi mw es m a+mr Caen ree rw. rXmisrow arm w curare mT rrAw wArsw ro naaw arar IM rwesrr Aa rover rr► rN rrce rvm 0. Gefinl ll¢ re NKllalae0.T R IWKNOGOR rD FlIDYM COaI M IN fax IM01 caw a.erw nNllllr en srra.•o rwtiT Nreevr a< 01/es eo eNraree oerova COM Ga4rar MK. 11Or N lQIr11ALT eeL sa fOINCe Ile we weuan fovea rrc rEaD Cie•rn co•s co•ioennw wrs wor w seise ssN ea eelrr! Ilrel NN weuae war rWlesrwAT caw concwere oA oveva4 we rroee es a wr a aurae cowtwe ru racws►vice carr fOMr•arorA oc ow cerlea rrr wGT ruv O -D f-mm I OArlNaow rlwro er.a aver a/+reree reo rwavora er Drama r•+f wor Mm TNR ro rr WUr rw@On La uzr?rJHr n tsivAr:ow rl rrrorelx ua: wre wm nnm rw.l rove arm •rc r•cwarwve r:veNer d eAereie rt rNeawe rarwrm w ran VQTAO! ac can cave •rc rmacNe ue try evoNwe rre woo r awn+ vo route rel onoa so 6-- TO rTmwrrK ewuw ae saN sae r� nnaw aaer rn ror nwn sx ava•rrNr ease uwt m trre onTom uTe m tom oNr R rtaar lM to To rewtwea TL rlenr 11R tMl nNOrraD nu+ rrR roc rhea Q GOrrG M TTrCK ucl Wahl GeNn UerrT rse 1D We Tar nT an AAY ror rice or rmr w vrow eurremr w urornereesvm isl rev saxure n roan rhea «goer roe rice a srvos ve varrx ew^.r Vro vert ro artsme r A Tee• arse rm vn vrarrT rr rree�..ee .NaeewT Now rx rv.Tea selvice ua A re�.nreasTnr n.0 cve«rr rte roorsw .v,rvr rre.aa rv.Tea seev¢e rrem vwTNe rxax!1 nvx coI>.ea c.eae r A%t C Am 135"! pl r L44Hl�r ((00. yi �i 1►44Yt'% ri7fF'lljillif SITS PLAN 410 Lit- C!1?itt� AVYaC ,,.wet 2 sr•1Arcf Aa% Ian] tt^ ",rlD,-A r- Z 5na.ti aEd tiorlt it »rtr-4 {..v eab , 1jo-DAL R-ES L D C-7�1 C,e RECEIVED MAY + 3 PERMIT COULTER LEGAL DESCRIPTION: A8 Nat pa8on of Gover~ Lot 2, Section 7, Tcwndrp 27 North R 4 E. W.M. dewllml m MOom: Bap at pdrh 918.40 A North end 309.91 8 Wad cf Ne SE ear W d add Govwnme t LOt 2 llhW m N0rlh 09'-21'-03- W W 54.02 ft vw= aImv Ne eK of s rave to Ne rqN MvtV a ra&n o117p ft s dlatanoe of 87.93 f: thence North 13•-22'-1(r Ead 4.07 4 to IM NE comer of NW deaalptbn: Nance North 89--W- 8' V7ad 393.24 fk 81eroe South 16511; Omnoe NorthW-14'-01y Eeat 51.78 It tt r North 78•-04'.W East 109.54 R thence South 89'-0Y4W Fad 242.39 8 to the Sure potrd of EaphNhq; EXCEPTING Nash aril d Net pordan of the ebwe described "a of brrd "V Fad of a &e wMct1 nms North than a PM on 81e South Ilm 200.15 8 Wed of fe Mw pand sad oepindrq. m de0ed In Qe JWpernerd and dwes d Apprapda8al wdhW City of Lynnwood W. Petrid. KeaeBy, an COW, undo Sndrartdall Co. SupwW Court Cwae No. M2-05257-1; SWRW In the Couay of Srlollerdsll. PROJECT DATA �. OPNER: TROND I DEBBIE BODAL ADDRESS: 16405 TALBOT ROAD EDMONDS. r1A g5026--_-___- PIIONE: T74-6403 SRE: SAME ASSESSOR'SID.k 072704-1'011-6W_20t'**: __.R9-12. _._..._. _. LEGAL DESCRIPTION: coUHTY: SNOHOMISN COUNTY_ -_-- --,-- _3JR1901GT1A1.., ._.._ __. crry OF EDM011D9. . --- -- CONSTRUCTION TYPE: VN O-LUPAWY: R 9/ M 1 OARA69 PRO.EGT DESCRIPTION: NE1Y ADDITIONS: BOY/ Y'dNDOYI DMM6 RM, FOYER, K7TGMEN Y9ND0/'1 t DOOR REPL,AGEMENTS, NEIY LAUNDRY, RE140DE1. KfTGNEN :NEVI PY'mR RM, REMODEL MASTER EIFDRROOM AND MASTER B/1T11. RE -ROOF HOUSE. MBG P0400 .. ITEMS: STAIR RAGS. CON- Y1ALK9, ADD GAS NEATER. MP/E MW, KN.L9 t DOORS PRO.B'GT AREA 9O. f?. HE16NT LMIT C.AI.0 ILATION T LNMG SPIKE NFN EXIST _ .. TOTAL ... . ;REPDATUM LOCATION: { FIRSTFL _ 204.50 2249.00 .. 2444.50 REFDATUM ELEVATION 191.T .MN( .gECOND FL HEIC I1T LMff M FEET 25.0 BASEMENT 2249.00 - 22".00 MAX NE16HT ELEVATION 160A TOTAL 4T4430 AVERAGE GRADE 195A GARAGE 612.00 612.00 PROPOSED HIGHEST ELEV 156.4 DECK 552.00 552.00 M • 139.0. NE • 155.2 WV PORCH 120.90 120.50 SW • 131.T. SE • 1411 TOTAL • 543.6 / 4 • 135.4 AVERAGE GR. TOTAL 1344.50 ENERGY CODE Yl9E.-. 1445 ZONE 1 LOT COVERAGE 90 FT METHOD CH. 5 MIN AFUE 0.16 LOT AREA 21,040 MEAT SYSTEM: EX GAS FORCED AIL MAX PERCENT COVERAGE 55% -'r SEE CHAPTER 5 ON PAGE 9 MAX COVERAl. E AREA 4.464 CN 6 IREMENT5 PROPOSED GOVERA(. E 4024 W U: O. MAX % 21 PROPOSED PERCENTA6E 14.40% MIN U: .40 MIN • 0.18 LOT CALL NEy9 EXIST TOTAL GELINC, R-90 V T R- HOUSE 204.50 2245.00 2444.50 HALL R-111 BELOA GR. -14 GARAGE 6'12,00 612.00 F R SLAB E R-10 DECK 552.00 552.00 APTER e, G G CALC wl f.OV PORCH 120.90 120.90 HEATED F AREA POOL HOUSE 155.00 165.00 PROP GLAZED AREA TOTALS (PROPOSED COVERAGE) 4024 21% MAX PROP05E PERCENT S/W 7'�- S LAWN S/W S/W- s� ❑ 196.19' S 890 03' 05" W S/W-� -- S/W------- S/W S/WW D.1 Q/3.3 CLEANOUT f Cn ' 70' ' 1 EXIST. POOL > � 1 !J L6/� (0 Y r jr 1 ar ../W w/W w/W `N r'J w/W r B.100 � G.100 ;y DE p , OOF (UV �E. IST N�G,�SLA� 1 ry ,•�� 1 SPORTS. ' COU . j I D/ - A. 100 . 10 ��" o.I I YP. f j D i Ut r1: ISTIN *E3 cs� ,_ -- Y r. ._ n a 6 I =Any' 3 w/W - - WM I 205 SF OF ADDITIONS I j I I CONSTRUCTED 1996 I I F, EXIST I II I 1 \ .5:12 I EXIST, I \ ROOF \ 5:12 I \ � �I h ROOF \ Y �ti % / LAWN EXIST. 15:12 IROOF I I KIJ FEN I EXPA,NQD X,'j�/ /� / /' /. I /V R05 I A/ ISTT. LAB.19 8 r' B.110 YP. A�.100 24"° C. _ DATUM: YISTI1 G ND. > ' " EXIST- IMPERV. TO BE .REMQVED. ~ REPLACED W1 �A 100.0' B. 110.0' STRUCTURE=- ADDE a ,C. 103.5' AS NEW TO y / D. 103.3' IMPERVIOUS CHART 41 / 4 �' t 'EXIST CDNC. y A 100.0' 7 DIVEWAY.1968 B. 100.0 % M HT. 25' = 129.2' Y C. 100.0' v ' -D. 100.0' ROPOSED= 118.2' cn >' 1 - 400.0'� ; pG ER AV. GRD. A= 100.0' / Fl 103.5 43' / NOTE: /f > CAPTURED GROUND WATER IS TO BE DISPOSED OF IN A CONTROLLED MANNER TO AN APPROVED FACILITY. /r 34 V^ /_✓ ~ 3� N (0 30 51� 0 36 138 O '10 - OWNER/CON I R1110TOR IS RESPONSIBLE FOR EROSl0rv. t'Op­fTj� ' p glaAfi��/ICE 73' SLORE 42.39' SITE PLAN FROM scale 1 " = 10'-0" 000--ACTOR RiSPONSIBLE FOR LOCATING ALL ON -SITE UTILITIES. REL0CAP01' PMGION TO ANY UTILITIES NAY 15QUIRE SEPARATE 'ERMIT 2" X 2" BY 14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED. 2 -11 MAX. NEWLY GRADED OR DISTURBED SLOPE NO FILL WITHIN 4 FT. OF FENCE L 2X2 WOOD POST, STEEL POST, OR EQUIV. z 0 M BURY BOTTOM OF FILTER FABRIC N MATERIAL. BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" - 1 1/2" WASHED GRAVEL. ]SILT FENCING (EROSION CONTROL) scale NTS PROJECT AREA: EXIST. BLD ROOF OUTLINE SF 2499 SF (CONSTRUCTED 1968) EXIST. GARAGE ROOF OUTLINE SF 672 SF (CONSTRUCTED 1968) EXIST. DRIVEWAY 3181 SF (CONSTRUCTED 1968) DECK 552 SF (CONSTRUCTED 1968) EXISTING ENTRY SLAB 448 SF (CONSTRUCTED 1968) EXISTING POOL HOUSE 185 SF (CONSTRUCTED 1968) EXIST. PATIO AT POOL 1505 SF (CONSTRUCTED 1968) EXIST. SPORT COURT 489 SF (CONSTRUCTED 1968) EXIST.COV. PORCH 215 SF (CONSTRUCTED 1968) b ADDITIONS 205 SF (CONSTRUCTED 1996) N PROPOSED HOUSE ADDITION NSF PROPOSED POOL HOUSE ADD p(93� SF c �TO. (00 ovMurAnu1 PROPOSED PORCH ADDITION 188 SF SLR) PKWoseo 104 v 9WI SF LIVING SPACE SF. NEW EXIST TOTAL 1 ST FL. 712 2703 3415 BASEMENT 0 2295 2295 TOTAL 712 4998 5710 SF HEATED UNHEATED SPACE NEW EXISTTOTAL GARAG 672 U E ED IMPERVIOUS CALCS NEW EXIST PRE 1977 HOUSE 2499 HOUSE ADDITIONS 991 ADDITIONS 1996 205 COV. PORCH TOTAL 0 188 GARAGE 0 672 DECK 0 552 POOL HOUSE ADDITION 0 185 EXIST. PATIO AT POOL 0 1505 EXIST. SPORT COURT 0 489 ENTRY SLAB 0 448 DRIVEWAY 0 4481 TOTALS 1196 11,151 = 12,215 IMPERVIOUS / LOT AREA 12,215 / 27,040 = 45.17% LOT COVERAGE LOT AREA SF 27,040 MAX COVERAGE % 35% MAX COVERAGE AREA SF 9,464 PROPOSED COVERAGE. SF 5367 PROPOSED COVERAGE % 5367/ 27040 = 19.85% OWNER Trond &Debbie Bodal APPROVED BY CANNING TEET ...�.,� FILE SITE PLAN: Scale: 1" = 10'-0° :one j2 S1 Z Corner Flag Address: 16905 Talbot Road, Edmonds„WA 98026 Lot Size: 27,040 SF Sett�a e u�red ---- I;� Fi---- A, u Tax Parcel ID#: 072704-1-019-0005 Front ?? Sides Ib �I s� 4 � ,�l 60 s Legal Description: Rear •zs U Sec 07 Twp 27 Rge 04th Ptn Govt Lot 2 Daf - Baap Other MAY 16 2016 918.40ft N & 309.91 ft W Of Se Cor Sd Govt Lot 2 Th _I�, eight h - N09*21 03w 54.02ft Th Alg Arc Of Cry To R Havg Rad Of 15 1z BUILDTINGEPAAtWE T CIY 170ft Dist 67.93ft Th N13*22 1 Oe 4.07ft Tone Cor This Desc Th N89*03 05w 393.24ft Th S 165ft Th N69*14 OOe 51.76ft Th N78*41 OOe 109.54ft Th S89*03 05e 242.39ft To Tpb Exc Thrfr All Th Ptnabv Desc Tr Of Land Ly E Of Ln Wh Runs N Fr A Pt On S Ln 200.15ft W Of Tpb As Desc In Scc No 88-2-05257-1 NEW IMPERVIOUS AREA Calcs: New Impervious: 0 SF NEW HEATED SPACE: I$ SF DESIGN CRITERIA-SNOHOMISH CO. 2012 AND AMENDMENTS CH. 51-51 WAC 2012 WA STATE ENERGY CODE GROUND SNOW LOAD 25-55 PSF WIND LOAD 85 MPH, EXPOSURE B SEISMIC DESIGN ZONE D2 LAYOUT PAGE TABLE LABEL TITLE A-1 GENERAL NOTES: A-2 SITE PLAN A-2.1 SEWER AND WATER MAIN A-3 ELEVATIONS A-4 MAIN FLOOR SCHEME_ A-5 FOUNDATION PLAN A-6 MAIN FLOOR PLAN & DOOR / WINDOW SCHED. A-7 ___ CROSSECTIONS / POOLH_OUSE A-8 _ ROOF PLAN A-9 ELECTRICAL A-10 KITCHEN BATH & LAUNDRY ELEVATIONS_ S1.1 _ STRUCTURAL S2.1 STRUC. FND. & POOL HOUSE S2.2 STRUC. MAIN FLOOR FRAMING S2.3 STRUC. ROOF FRAMING S3.1 _ STRUC. SHEAR/HOLD SCHED_. S4.1 STRUC. FND DETAILS S5.1 STRUC. WD FRAM. DETAILS S6.1 STRUC. ROOF FRAM. DETAILS