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1611 9TH AVE N (2).PDF1111111111119866 1611 9TH AVE N ADDRESS: �%/� ! V TAX ACCOUNT/PARCEL NUMBER: Z712 31,3611,2y II 05 BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS: 110 DETERMINATION: ❑ Conditional Waiver ❑ Study Required Xwaiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DA' SCALED PLOT PLAN DATED: SEWER LID FEE $: , ' LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) GEOTECH REPORT DA STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: A i, ]FAW O/ram LATEMP\DSTs\Forms\Suwt File Checklist.doc 10" SANITARY SEWER S 86'42'47" I irk Il,l�ISOR LR 1 EROSION CONTROL AND DRAINAGE E � '— � 87.54'30" E (OESC.) 166.62 _ o 166.42'(OESC.) 30.07 ~ ACCESS DRIVE -- wATE -AP RWED -i�s j4XEp METER Z Q� Q m Y ENGINEERING to �' � , NEW GRAVEL I /� $o P O I �`O��VQ �7 25-0' I 51D K iJ�r� Date: (� 2 I NEW DECK CE v m WATER 6150 — ——------� — — — �T METER I Z f-- ------ I'-01�� I o i WATER & SEWER ®E-N I I ,oNC. • s N INSPECTIONS REQ'D DRAICALL 425-771-0220 EXT,1326 5E ACK j II I PORCH �-- I I I it ----� — II I I I i m� II I. I I 1 u I I NEW CON,. DRIVE r>Fw RE510EW, r� I EXISTING II •- •—•- - I I N I I E FF. ,O'-6' - p l I HOUS v I •C 1 II T. t0 , fJ r I PO H 51'-8' 1 I I I EXIST z I _ I-- r WALK r_— — _ CAWORT EXIST.i I I A EMODELED NEN 1RE0 FX15T.5Ti1D10 ; i 5NM &ARAS 10 �� O "'� DRAINS Nor L_ I I— EXIST. 1 �ETENTIO! TIEDBE INTO CE rO _ 1 4— PLATE L EXPOSED A1 I I OVERED I—--�sl---------_ _ ,a5� 30.0 2 3.00- W (DESC.) UTILITY.--� 6 FT. W000 POLE FENCE 30.3. 5. WATER METER 4. I • ACCEPTABLE TIGHTLINE � MAXIMUM DRIVEWAY SLOPE NOTE: MATERIAL ALLOWED 14% SITE PLAN BASED OFF OF SURVEY SDR 35 DATUM Pr. I•"5.41 • PROVIDED BY THE OWNER PERFORMED LOVELL-SAUERLAND !ASSOCIATES INC..'" SCH 40 TEMPORARY CONSTRUCTION SEE CI FOR DRAINAGE INFORMATION N-12 ENTRANCE REQUIRED P810 RANCOR IMPERVIOUS AREA BUILDING HEIGHT CALOULATION E915TING PROP05ED AVG. GRADE BLDG, HEIGHT EXISTING IMPERVIOUS: 6055.2 5F EXISTING IMPERVIOUS TO REMAIN 615' + 61.25' + 61.25' +,- 05' 266.5' AVG. GRADE 66.63' + 25.0'- 91.63' (STUDIO, GARAGE, ACCESS DRIVE): 1,1411 5F 2665/ 4 - 66.63' NEW IMPERVIOUS (1-10115E, DECK PORCH, DRIVE): 4.620.1 5F TOTAL IMPERVIOUS: 6,855.2 5F TOTAL IMPERVIOUS: 6,361.6 5F SITE PLAN I' = 30'-0" 15 50 b0 120y,.- • 0 PLANNING DATA SITE ADDRESS: I fo I I - q-1",7 4Ve_ N PLAN CHK#: Z- D PROJECT DESCRIPTION: REDUCED SITE PLAN PROVIDED?: Yes / No MAP PAGE: CORNER LOT: Yes / No FLAG LOT: Yes / No ZONING: %— 2 CRITICAL AREAS DETERMINATION M Q2 _ 1�? ❑ StudyReauired: ❑ Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area. site within 200 ft. of Puget Sound or Lake Ballinger) ❑ Exempt ` —> T,—I.-V V I SETBACKS: Required Setbacks: Street: 25 Left Side: (O Right Side: Rear: Actual Setbacks: i Street: I2, Left Side: I Right Side: NN Rear: . Street (nap checked for additional setback required? (Yes / No / DNA) -t mot-► I 1 d DETACHE� S R CTURES: /❑ ROCKERIES: ,-U'FENCES/TRELLISES: �k� YY WINDOWS / PROJECTING MODULATION: PARKING: Required: 2- Actual:—:'' LOT AREA: 21 , t S44 Calculations mot. BUILDING HEIGHT: Datum Point:_S C-VVei!/ L;- Datum El. Maximum J ♦ /oi ♦ -2,1 / A.D.U. CREATED? No Yes ' SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / No G� f OTHER: `S no!-1 ►s4, Cotner,-,.-1-v1 ,�� �s A �j� Plan Review o �s CITY OF EDMONDS GARY HAAKENSON �.� �� ,:.:>• MAYOR 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771.0220 • FAX (425) 771.0221 4W DEVELOPMENT SERVICES DEPARTMENT I4 c 189 Planning • Building • Engineering August 1, 2002 RECEIVED AUG 0 2 2002 Anthony & Beverly Starkovich -� _., BAYLIS ARCHITECTS 38310 Chamron Lane NE Hansville, WA 98340 Subject: Determination regarding Critical Areas Checklist: CA-02-158 Dear Applicant: STRTFT1 FILE Enclosed please find a copy of the Critical Areas Checklist you submitted. The 'DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). IT IS VERY IMPORTANT FOR YOU TO RETAIN A COPY OF THIS CRITICAL AREAS "DETERMINATION" FOR YOUR RECORDS. Please examine this Determination for additional requirements. You may need to submit additional information such as an Environmental Checklist or Critical Areas Study. The Determination for the Critical Areas Checklist you submitted is a site -specific determination, not a project -specific determination. YOU MUST SUBMIT A COPY OF THE CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APLICATIONS OR YOUR APPLICATION WILL NOT BE PROCESSED. Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. C: Baylis Architects (Johan Luchsinger) Thank you, Planning Secretary *Architectural Design Board Enclosure D:mydocuments/spellman/CACLletter.doc • Incorporated August 11, 1890 • Sister City - Hekinan, Japan i;of Ei P D� MCI , im, P! My"apo'n".- Fax �qqokp a 44 n 4 IA'Si The -Critical Areas. Checklist c.ontdindd,,,on..this form ,,,js.,,to,,..','. Xiprqpt!;7� his/her -au onze trq sentative, th" — "Id" be filled out by any PM%,, MvelopMdnt, _m�gt, and dateiti1j6d�_--s pir p a t, �sign submit gm ,,a _11ij_ _ k _N, �, . init it Permit- -Application fbr­t� '616 Y., Of' dihbfi ­ppor­w td'*the `Ci Y. The 'City 4ill review &e dh6d 1 k ,listl'-make a his/her submittal of the application! to the City. de 4pFqCWAPry, E determination` SuDsequent �-,ste ,ps necdss4 complete bpnient �p The purpose of the Checklist is to enable-1-City staff,to.-,,;i erirut application.` determine whether any potential Critical Areas,are, or may.be,-'pr6serit on the' subject -property. The information ", ?`.I-e'a'sesubmit vicifiit map"'.616ng'with the d'' y, e sigii e .�iqqpy needed to complete, the Checklist should be easily of 'this fo i6 assist ..City -sff .1n finding and lac 't'i;h' 4h available from observations of the site or data, available at d piece; of propert -ion this f6 In property City Hall (Critical areas inventories, maps, or soil addition, ,the --applicant.. shAif' -include other pertinent 1. surveys). in ormation. (e.g.. site plan, topography map: etc.) or stu iesr in tonjuriction' with tans Checklist to assistant staff Wcompleting lheii ptelftr�askssment of the, site. The undersigned applicant, and his/her/its heirs, and assignsi4ritconsiderati .consideration thepfpcqssing-;of the application agrees to release, indemnify, defend and hold the City of Edmonds_�less..harn ,from-40y, �4jt44niagesmq And• g. reasonable attorney's fees,' arising from any action or infraction based in whole or part. upon false, misledding, inaccurate or incomplete information fin-nished by the applicant, his/lfi& s ag'e-n't"'s"I'6t'employees. i By my signature, I certify that the information and exhibits iherewith..submitted are true and correct to thehbest of my knowledge and that I am authorized to file this application on the behalfof the owner.as listed below. Ji 1. SIGNATURE OF APPLICANT/AGENT DATE 7/2t,-- Property Owner's Authorizatioi�/_ By my signature, I certify thatJ have authorized the above Applicatit/Agent to apply for the �subject:land_use application,' and grant my permission for the public officials and the staff Of thye Cito'fE­'d'r'x,ionJs to enter-the,*subjfct-proper.ty'"for the purposes of inspection and rfflan posbng a t to this application X/_ "f:/ ") _Z_ 7 SIGNATURE OF OWNER Owner/Applicant: Name S &31 co 41A P!Mot4 1.4. 0 g. — Street Address WIN b �40 City State Zip Telephone: ?&p te3b — 14o F2 Email address (optional): Critical Areas Checklist.doc/3.19.2001 Name " lh 0 t WiiO 'K '5M. Lip Street Address. ill Ike VJA City., Sti,tel zip Telephone:. 't?.6 �t_OS&C& Email Address (optional)! At- 1f'6(a+�.41 n existing three-sidedcarpott into a fully enclosed garage:with,-a new.roof,: If you have any questions, please contact .either Johan'Luchsinger at Baylis Architects' (425-4.54- 05:66) or me at the above number. Ve truly urs, thony G. t kovich c: Johan Luchsinger 4W i+mil - - ;amp - a — -a 1 _ � .�� a i a� a o`.o w•`.,r..s� � a� � +fir r1 ------.'ice+�� The City of Edmoadi'-, I I'- -," � OWNER - ADDRESS 0 0 ft -------------------------- ..z ......... . ..... . .......... ............................... APPLICATION for SIDE SEWER PERMIT EASEMENT No ........................................... NEW CONSTRUCTION REPAIRS 0 CONTRACTOR ..... 4.% PERMIT No. LEGAL DESCRIPTION: LOT No . ..... 4.917 ... ....... BLOCK No ..................... NAME OF ADDITION ....2f41 ... ........................................... Approved: 4 DATE ... ............. BY I .. �4a4 /3 7-.2- 7N IC' ✓��� ��Z��"`�( CI�L�vi...�2� e� .��Gt,t .-2sL—i,✓�GZ L.v�c'�%� /� YL /&� CITY OF EDMONDS Call PRospect 0-1107 when work CIVIC CENTER— WATER -SEWER DEPARTMENT Is ready for Inspection. (No inspec- SI®E SEWER PERMIT dons Saturday, Sunday or.holldays.) 2943 ADDRESS ........................ 1611 Ninth Avenue North ............................... .............................................................................................................................................. OWNER .............. ZISrixj...�T.,I...Msa.-JUhewS................................... CONTRACTOR ..... ZdA1QAdS... I111CIG'S'gx' Undergmun.d ........................ Permission is granted ...... Agri l-_29................ 19.68.., for ........................ days to REPAIR or CONNECT a side sewer with City Sewers in accordance with application on Me and governing ordinances. AI_' XTION IS CALLED TO THE FOLLOWING: 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. NOTE No. 2—Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. c No. 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%. No bends in grade sharper than 2A will be permitted. L NOTE No. 4—Trenches in street must be 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. City Of Edmonds Permit No: .,,���0� RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: 0 r- Y AFL A. Address or Vicinity of B. Type of Work (be - C0-0VIZ5_P,U4�ci01A3 : C. Contractor: ^ 0tvay e ue- Contact: bkO t O o A AR �,q,qM Mailing Address:/40o�, ,?A k ^< R - Phone: 1� � State License I LIC- 9 09 7, At9 Liability Insurance:I Bond: $ D. Building Permit # (if applicable)40 Side Sewer Permit # (if applicable): 1A E. ❑ Commercial ❑ Subdivision ❑ CityProject ❑ EUC (PUD, VERIZON, PSE, AT& T, OVWD) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: F. PAVEMENT CUT: ❑ YES ❑ NO CONCRETE CUT: ❑ YES ❑ NO G. SIZE OF CUT X INDEMNITY.- Applicant understands by his/her signature to this application he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND} MATERIALS FOR A PERIOD OF, .ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES HILLPE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED. BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED PbR ISSUANCE TO THE APPLICANT. ♦ Traffic control and public safety shall be in accordance,_with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296=155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with 91(ly-c6'des. All street=cut trench work shall be patched with asphalt or City - approved material prior to the end of the Workday — NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HAVE PLEAD THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS 0 or Agent) FOR CITY USE ONLY Approved by: D- A i t-kea— _ Right-of-way Fee: p f 5— Time Authorized: Void After f (% l 4 l 43 -3 Disruption Fee/Fund 111: Special Conditions: J - Restoration Fee: Total Fee: —//S. Receipt No: _ Issued by: UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE 5-771-0220, Ext.1326 FINAL APPROVAL OFPERMITTED WORK. G.v�� DATE *O Inspe or's Signature For inspection requirements see Engineering Inspection Information handout. NO WORK SHALL IIE'CIN PRIOR TO 11'RMIT ISSUANCE, otq vo HPNsotl IW( V, fivE-�j 890.19C1- +"R City of Edmond RIGHT-OF-WAY CONSTRUCTION PERMIT -6.). 7 g, . Permit Number. Issue Date: / a A. Address or Vicinity of Construction: 6 1 9 TO A V E nl B. Type of Work (be specific): I N S T4 L. L UC7 D I ST. CA. ?o G I V F SG2yle,f. -n 1&1-7 4 1615 9TYAUE 4, C. Contractor: G PA4A(31' Q S/ 5uP'74404 CA Contact: 7-OM -j.V A C 2 S o AJ Mailing Address: 533 MA,-1N 57- Phone: 774 -- 5/44- State License #: 5SU,-1F_.,-9 C- C. I U I QA Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ ' City Proiect" [g Utility (PUD, GTE, WNG C L ,WATER) ❑ Multi -Family E] Single Family ❑ ' Other J ,�oo INSPECTOR: IN'SgjJCI'OR: ktj k i 4 c. * F. Pavement or Concrete Cut: ❑ Yes []No �' G. Size of Cut: Z.. x 4 H. Charge $ w/AJ 0 d w o✓re- ;e 07-i4-/7-//.��_%� N�c-051S-A / APPANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to-h1 id the City o%Edmonds harm,(rQm1irYlttrf8s, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be mA4e'trgainst the City of Edmonds, or any of (i-kepartments or employees, including or not limited to the defense of any legal proceedings including defensc�tosts, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE. FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. \ Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City'Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; j NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on at all time r inspection purposes. Signature: Date: Z U - 12- ` 93 (C(ntractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK (.( FOR CITY USE ONLY APPROVED BY: " tI"" t RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER �C?gf.c 2-- DAYS SPECIAL CONDITIONS: COMMENTS: DISRUPTION FEE/FUND Ill: RESTORATION FEE: PERMIT FEE: TOTAL FEE: $ 3o RECEIPT FEE: DATE: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 INSTALL .SVC. V1A . LW-RLi1. UC, lNIS-TALL- I)RU P II �I 1 llo l7 Exis-r C go p rwrR-1 ss � F3 �- RFLMova- PCb &Tlkl' mVU�L;L 5 V C.VIA AFAVfL z4' IZg 9 AvF- 1i I - I N S7,4LL 193UGLA I NS7Ar(-L, 114' - RL- 7 ,/UG CA p &ACAL E t9l lS 1- O GS I G 17 Ttf AV C N 21 4-14-93 it 50TJ - s . IAA August 16, 2002 City of Edmonds Z, Development Services 121 5Yh Avenue North Edmonds, WA 98020 RE: Starkovich House/Edmonds JOB NO.: M1-1149 Subject: Proposed Starkovich House @ 1611 9,h Avenue North TO WHOM IT MAY CONCERN: PRINCIPALS Brian Brand, AIA Richard L. Wagner, AIA Thomas Frye, Jr., AIA Johan Luchsinger, AIA Michael D. Chaplin, AIA Attached to building permit drawings is a copy of the research done by the Owner, Anthony Starkovich, at the County Courthouse to verify the age of the "studio," former garage, which sits in the current front and side yard setback. We were asked by Ms. Kathleen Taylor, City Planner, to include this information at the time of permit submittal during our Preapplication Meeting of April 3, 2002. This research shows that the home and garage were built in 1901, and the garage was remodeled into a studio in 1972. We understand that the studio building is a non -conforming building, because it doesn't meet current setback requirements. We also understand that the building is "grandfathered" for use in its location and can be remodeled and used as a studio. We also understand that the building can not, and will not, be used as living quarters, and there will be no kitchen. If any additional information is needed, please feel free to contact me at (425) 454-0566. Sincerely, BAYLIS ARCHITECTS an Luchsi er, AIA rincipal / Architect Enclosures JL:amp 10801 Main Street Bellevue, WA 98004 T 425 454 0566 F 425 453 8013 www.boylisarchitects.com .. .. .......... WF......PICTUR.E .HERE ),1p7 - 5/01 / 71 t ST FEDERAL S L L Oh, 32-1-04154- %7y-90);2. E• SCHCCL DISTRICT 15 _ 27 RGE 03 N G�IVT LCT 3 OAF QAAP 66FT CF NW CCR SWI/4 SE1/4 F 20FT `•-,:.:.;, C F S L' UNMEW - �W P L" T a F T T U =, o� ...� 66 F' TU, Ni 1 ^ =< 587*54 30E 166.42FT JH 00E 128FT TC TP8 ACKG� VK- _ LOT NUMBER - BLDG`-'IMTTAL--Ln-c -r--- -- . SALES DATA I-)] nmm rtv%. i ivi-4 TYPE UAIt CONST. FLOOR ROOF DIMENSION S.F• CONDITION FACTOR VALUE °p NET BUILT AREA DEP. VALUE a a 7 ^ 5 0 1 / 71 C, F A L S L LE LE , 10/7 M-1-94154- 7 7Y - FO)z 98101 SCHCOL DISTRICT 15 0 3 [GOVT LICT 3 OAF 94AP N 14 C'�R SW 1/4 S E I / 4 T IF SCUNC VIEW PL Rl- TPP T�-, S 6 PT TH N01'52 010W S87*54 30E 166.42PT OCF I?IFT TC fPB Fr,),T M I I U M C 0 LAND BLCJCi -JrNJITAL--v- SALES DATA a ago My MI IVA SO u I ri GM k— %—) 114 -D I r% u %— I I %_J 1'4 TYPE DATE CONST. FLOOR ROOF DIMENSION. S.F CONDITION FACTOR VALUE 0.70 NET BUILT AREA DEP. VALUE a -- --------- --- 7 J. 7' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPRAISAL DATA DEPUTY MONTH DAY YEAR REMARKS: - l 0 _p Y e-1 1p,-'/ r7q ey d/ 0-2 pL 27 >4 6 V N 3 8 i1v3A Arc. HINCK Aind30 DWELLING HIGHEST AND BEST USE VALUE DATE CONDITION i EFFECTIVE I PER CENT IMPROVED UNIMPROVED TIMBER AGE TOTAL TOTAL ... ACRESVALUE ACRES I ....... -------- ----- --- - -- .............. VALUE ACRES I VALUE ACRES AV ... . ...................... .. .. ........ .. . ..... . .. ...... ...... ............... - - --- - ------------ - -------- OTHER CONSTRUCTION TYPE I DATE 'CONST.: FLOOR BUILT ROOF 'DIMENSION S. F. CONDITION WO NET AREA VALUE DEP. 1 VALUE . ................... ....... . .. . . ........ ......... . ......... ............ --- ------------- - ---- - . .. . . . ......... - -- ------- ------ --- .. .. ....... ........... . . . .. .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . / | \ /BUILDING PERMITS /OAT E NUMBER AMOUNT RECEIPT SALE DATE INSTRUMENT NUMBER ___ IAGE DEPRECIATION 1]270�-4-113-]«r7 r'5/01/71 r�nnr)^'` Cz 0=o PACIFIC FIRST FEOEP4L S C L �\� ' �'. WZ�� --9�32-1-q4154- 77w/-F(J)2- 1310 4TH AVE. 5EATTLE'W4 99101 --------------- ------------------------------ � � �,(l dY� HIGHEST AND Brz.'ST USE VALUE IMPROVED UNIMPROVED TIMBER !TOTALj TOTA ACRF-S VALUE ACRES 1 VALUE ACRES VALUE ACRES AV. OTHER CONSTRUCTION TE TYPE DA 'CONST.- FLOOR ROOF S.F CON DI TION' FACTOR' VALLI E q NET BUILT AREA' DEP. VALL ' �� BUILDING PERMITS DATE NUMBER AMOUNT _ CONSTRUCTION DATA DATE FINISHED Q DATE PER CENT UNFINISHED DATE REMODELED DATE MOVED VALUATION ACRES OR LOT NUMBER LAND BLDG , INITIAL; DATE I i -; --- .............. ..._. SALES DATA 132703-4-113-0007 05/01/71 0000^ l-Rayh,onc/ PACIFIC FIRST FEDERAL S E I- ph .-W�- . S -5.—*-32-1-94154- 77y-90)Z 1310 4TH AVE. SEATTLE,WA 99101 L/C 0210 SCHCCL ^ISTRICT 15 SEC 13 TWP 27 RGE C3 RT-49C) PTN GCVT LCT 3 OAF C!AAO 66FT N I; 30FT w r-F hW CI -;a, S'r11/4 Sr1/`t F, r F OF W LN CF SCUI`+C V T E',J PL P^ TPI" T'-: 71 98T33 0OW 166.03t=T rH N 0 1 * 5 2 (JCW 1a8.2_EFT TH S87r54 30E 166.42FT TH S01*52 OOE 129FT TO TP8 14R•ER . � iMail 1211,111111 0 � C 72 I Clt : fJ ri % (J rT llV Z Z 3 V~J x AitACHE't3 GARAGE <None> CkEiACN£D GAGE 420 ATTACHED CAI9POfi� <None> % f#caM I . EN�LD,*$,ED PUS <None> gPEN PORCH <None> WOODQECK :-.. 98 ' -1NT1NA1: V 0. . FLCI R. FIN Carpet and Vinyl sheet z s FIoa.Deta�s Bwld�ng Sketch ;° ...._ Photograph ' ;:Year ........... ,WidEh MeiQFit : Gapabrty 1972 20 9 0 0 1937 0 0 0 0 1901 0 0 0 0 1937 0 0 0 0 27031300411300 STARKOVICH ANTHONY G Phvsical Characteristics 1611 9TH AVE N,EDMONDS,WA,98020,USA III Tax 1D 13270341130007 Printed 02/25/2002 Story Height: 1.5 Finished Area: 1737 Attic: None Basement: Full ROOFING Material: Comp sh to 235i Framing: Std for class Pitch: Medium 5/12-8/12 FLOORING Slab B Sub and joists 1.0, 1.5 Carpet 1.0, 1.5 IM&1 sheet 1.0, 1.5 EXTERIOR COVER Siding -Lap 1.0, 1.5 INTERIOR FINISH ACCOMMODATION Finished Rooms 2 Bedrooms 2 HEATING AND AIR CONDITIONING Primary Heat: Hot water Lower Full Part /Bsmt 1 Upper Upper PLUMBING 9 TF 3 Fixt. Baths 2 6 Kit Sink 1 1 Water Heat 1 1 Extra Fixt 2 TOTAL 10 REMODELING AND MODERNIZATION Amount Date Summary of Improvements Story Const I Year Eff Size or ID USE Height Type Grade Cons Year Cond Area D DWELL 1.00 48 1901 1937 AV 3159 G01 ATTCP 0.00 AV B00 01 BonusMin 0.00 Avg 1972 1972 AV 180 02 DETGAR 0.00 1 Avg 1901 1901 AV 420 03 CONCP 0.00 48 1901 1937 AV 66 04 WDDK 0.00 48 1901 1937 AV 98 i 27031300411300 STARKOVICH ANTHONY G STARKOVICH ANTHONY G 38316 CHAMPION IN NE,HANSVILLE,WA,98340, SEC 13 TWP 27 RGE 03 RT-49C) PTN GOVT LOT 3 DAF BAAP 66FT N & 30FT W OF NW COR SW1/4 SE1/4 & 20FT E OF W LN OF SOUND VIEW Neighborhood Number 3104000 Neighborhood Name Formerly BMA 5200 TAXING DISTRICT INFORMATION Jurisdiction Name Snohomish County Area 001 Corporation 015 Section & Plat 0 Routing Number 2703134 Site Description Topography Public Utilities Water, Sewer, Electric Street or Road Paved Neighborhood Legal Acres: 0.5900 Zoning: EDM RS12 1611 9TH AVE N,EDMONDS,WA,98020,USA Tax ID 13270341130007 Printed 02/25/2002 Card Transfer of Ownership Owner Consideration Transfer Date Document Num. Deed Type SABIN DARRYL R & DIANE K, H/W 635000 02/01/2002 462632 CHARLES & JUDITH RAYMOND 345000 03/11/1996 3540 W 44105 04/01/1976 03907 D 0 01/01/1974 00124 CQ Valuation Record Assessment Year 1998 1999 Reason for Change 0 L 255000 255000 1 99600 99300 T 354600 354300 0 L 255000 255000 l 99600 99300 T 354600 354300 ' Land Size Rating, Soil ID Acreage Square Feet -or - - or - -or- Actual Effective Effective Land Type Frontage Frontage Depth Influence Fact( View/Wtrfrt Type VI P .- INFILTRATION TRENCH DESIGN and REPORT FOR Starkovich Residence 1611 Wh Avenue North �' Edmonds, Washingt August 2002 STRLG.; :TILE 386U8 rISTEg�'� EXPIRES 8117/0y ; Prepared by: Robert L. Long i MwO E E 0 1 N E E R! ! B U R V E Y 0 R D z ��® MZ Lovell-Sauerland & Associates 19400 33rd Avenue W. Suite 200 Lynnwood, Washington 98036 LSA No. 4336 INFILTRATION TRENCH DESIGN and REPORT FOR Starkovich Residence 1611 91h Avenue North Edmonds, Washington August 2002 L c'n 38508 002. -10 EXPIRES 8/1T/p Prepared by: Robert L. Long i�MME� IN JIN EIRS [SURVEYORS Z rimang ® M Lovell-Sauerland & Associates 19400 33rd Avenue W. Suite 200 Lynnwood, Washington 98036 LSA No. 4336 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 INFILTRATION TRENCH DESIGN and REPORT FOR S tarkovich Residence 1611 9t' Avenue North Edmonds, Washington August 2002 Ob � of wasy�y p�� d r 36518 O �V Z002- �� EXPIRES 8/17/py Prepared by: Robert L. Long E M 0 1 M E E R S 18 O R Y E Y O R! Z --- Lovell-Sauerland & Associates 19400 33rd Avenue W. Suite 200 Lynnwood, Washington 98036 LSA No. 4336 1 1 1 1 1 1 1 Starkovich Residence Introduction This summary report provides site design information for the proposed lot development for Anthony and Beverly Starkovich. It includes storm drainage(infiltration) and grading analysis to support to the construction of a single family residence. The property is located at 1611 91h Avenue North in Section 13, T 27 N, R 3 E, W.M. Applicant/Owner Anthony and Beverly Starkovich 38316 Champion Lane NE Hansville, WA 98340 (360) 638-1408 Site Address: 1611 91h Avenue North Edmonds, WA 98020 Project Contact: Baylis Architects Ed Sozinho 10801 Main Street Bellevue, WA 98004 (425) 454-0566 Tax Parcel Number. 270313-004-113-00 TABLE OF CONTENTS NUMBER OF SECTION CONTENTS PAGES A. Project Summary ........................................... 2 B. Site Plan 1 C. Parcel (Vicinity) Map ........................................ 1 D. Site Photos ............................................... 1 E. Infiltration Sizing Calculations ................................. 1 F. Percolation Rate Calculations ................................. 1 G. Soils Map ................................................. 1 Lovell-Sauerland and Associates August 2002 Starkovich Residence LSA No. 4336 1 Site Development Summary ' Drainage Improvement Design: The proposed Starkovich residence will replace an existing residence on an approximately 22,117 ' sf lot. The existing house and carport are proposed to be razed and replaced with a single family residence with an attached garage (in same location as existing house and carport). The existing mother-in-law residence will remain. To mitigate the redevelopment of the site, an infiltration system will be installed to control the drainage runoff from the impervious surfaces. All on -site impervious surfaces are proposed to be collected and routed to the on -site infiltration system Listed below is a summary of the infiltration trench design. Infiltration Trench Design: The on -site infiltration trench is to be constructed per the City of Edmonds' standards (currently the 1990 King County manual, section 4.5). The length of the trench is dependant upon the ' measured infiltration rate of the native soils and the collection area conveyed to the individual trench. SCS soil survey designates the area soils as an Everett (#18- type A) soil. SCS defines the Everett as a very deep, somewhat excessively drained soils located on terraces and outwash plains. Permeability of this Everett soil is rapid, available water capacity is low, effective rooting depth is 60 inches or more, runoff is slow, and the hazard of water erosion is slight. A test pits, in the area of the proposed infiltration trench was explored on -site. The soils found in the pit, and surround exposed areas was medium sand. Thus, confirming the SCS description ' of an Everett (#18- type A) soil. Two test pit percolation trials were completed on the soil to determine the on -site percolation rate (see attached calculations). 1 Using the City's design criteria (currently the 1990 King County manual, section 4.5), a required trench length was computed. A length of 64 feet of 4 feet deep, 6 feet wide trench was determined to fully infiltrate the 100-year design storm (P,00). See attached calculations. Site Area Summary: Total Site Area = 22,117 sf Existing Impervious = 6450 sf Existing Impervious to remain (mother-in-law) = 620 sf Proposed Impervious = 5,930 sf House+garage = 2,830 sf Driveway = 2,000 sf Deck, Patio, & Walkway = 1,100 ' Lovell-Sauerland and Associates August 2002 Starkovich Residence LSA No. 4336 1 IGrading and Erosion Control: This project will require grading to raze the existing house and construct the proposed ' single family resident development. Standard erosion control measures are proposed to be used during construction. The primary erosion and sediment control BMP during construction will be proper soil stabilization methods. Exposed soils shall be stabilized by ' application of effective bmp's that protect the soil from the erosive forces of raindrops, flowing water, and wind. Applicable practices include, but not limited to, temporary and permanent seeding, sodding, mulching, plastic covering, erosion control fabrics, matting, soil application of polyacrylamide (pam) , the early application of gravel base on areas to be paved, and dust control. The contractor shall select a soil stabilization method best suited for the particular situation. Stock piles must be stabilized and protected with sediment trapping measures. In addition, site containment of exposed soils shall be sustained by using silt fence barriers along the down -slope boundaries of the site's disturbance areas. See the site development plan for details. 1I LI 1 1 1 1 Estimated grading calculations: The following grading quantity estimations were calculated using a computer modeling program within the AutoCAD computer drawing. The calculations are approximate. The quantities listed are for the permitting process only and should not be considered precise amounts for bidding purposes. The estimated grading quantities are: Approximate Fill: 50 CY Approximate Cut: 50 CY Conclusion: Included in the site development construction plans are specific grading and drainage improvement notes and details. With proper installation, maintenance and inspections of the proposed construction the project should have minimal impact to the surrounding environment. Lovell-Sauerland and Associates August 2002 wo 666.6ii�..Z Starkovich Residence LSA No. 4336 A-� LI m m m i m m m m m m� m m m m m m m r I- INC ch r-* CDT Y / BLOCK 4 F A IT DA LE ON THE SOUND UNRECORDED BOUNDARY LINE ADJUSTMENT AF. N0. 200004024004 srsr.N..A ar a B/�1111TTg1 tYt101 0[TA4 N CONSTRUCnON SEaENCE emo (m+Tsl A 4n r :QR°4�T .rV — • a wmsu re wAa Wn DISTURBED SOL PROTECTION NOTE N�� v^ �O M MYL � w1s aao r _ oewiaa.r rwwo n r v. UTILnT NOrz � r • as 4 °uw wwwa N.v:r r ILOETO .. ari�ao~i rrrir4ia auww .a.u. Avm r.r.:e .m.a W nrvl . Y O o m om .s �v W �p a � A rnN NaoNRAv soon nRA v tNR aa.1 rq .sa W �lS YARN r 4r r rrw r.r w r r0...r sm w.wrnmrrsaNr 9A95 K BENb14S .r .uoA.a rnr rra o w0¢v EROSION AND SEDDIENT CONTROL (ESC) NOTES arriY i • �Z�� r r=.—�I_ s.o'e�a�7.;r�• �w_i��-r NOTES a m ""mwn: r...°' rsmr CALL 81707E YOU 010: 1-000-42.-5SSS r N ra o�rra+. ra i v .n. AmAo rr.a r •.aN N Orr ...s rA�Tl r... ®4 SANE}L ��fE�aYY �� a - �:rri�%, i �s�ro r way • � ...F.r a.r r.NrrwO�a• r.r aara rrr. rs+ N urea osra � s_r� � �� AP'PRO1GYArz WANPWS OF ENCAVAnW AND TAl vwwr�rr:�.rrim • O90 Mitervur.rs r rr. - TAa s�'rVN�_T MI naR�-wY.. �' B�tlltnt'J<S ra ti w ar. r n..aao s ar+w r k _ rraerAN ac r ru �iur Aaa r .r".wi y � �..�.. ~d o y � .ww: tnlr�•w ENOEEID r... n._rr v ary ...a a urr.'an�r r�'raa� aka r w.r.a Iwa-4w Coln s Ir SITE DEVELOPMENT PLAN PLAN CHECK No. FOR STARKOWQH RESIDENCE IN SWI/4 OF SECTION 13. T.27 N.. R.3 E.. W.N. CITY OF EDMONDS APPROVED FOR CONSTRUCTION p '�°� SNOHOMISH COUNTY. WASHINGTON CITY of EOMOE(os LER Lo..O_9EDBr1.Dd . WxLW. Inc. C; I:YW •• IMR 4TM •r a.= _.I -A. BER. 044Na-DR. Nq..-a_ BE u ►..+ w r.... .•..E p4336-0-02 Cl SW 13 1 27 3 Parcel (Vicinity) Map Lovell-Sauerland and Associates Starkovich Residence August 2002 ■ CwZ LSA No. 4336 • i r —�•';s w i ��. •k. .. a 'r x�, Y. � "r f'. 1 INFILTRATION SIZING CALCU LATIONS: The infiltration trench was sized using the current City of Edmonds design criteria (King County 1990, section 4.5). An on -site soil test pit was evalPetrhe e o determine the design desion standards he infiltration rates (see attached percolation calculations). maximum rate of sand will be used (8.27 in/hr). The following calculations size the proposed infiltration trench. L = [(0.054 x P,00 X AR) / (10 x IM)] / (trench surface area) -L = ? (length of trench) -P,00= 3.0 in (100-year precipitation) -AR = 5,930 sf (contributing impervious surface area) -Im = 0.138 in/min (per rate per soils) -Trench Surface area = 11 ft. (see diagram below) L = [(0.054 x 3.0 X 5,930) / (10 x 0.138)] / 01) L = 63.3 Design Trench Length = 64 feet 5 -� 5 + 3 + 3 = Ili SURFACE AREA Starkovich Residence Lovell-Sauerland and Associates LSA No. 4336 August 2002 PERCOLATION RATE CALCU LATIONS: A test pit was dug approximately 52 feet south and 24 feet east of the northwest property corner. 1 - Soil Type: Everett (#18)- Gravelly Sandy Loam - +6" dia. hole - 23" deep ' Infiltration rate test: The hole was filled with water. Draw -down was measured as follows: 1 st fill -up: Draw -down Rate (in./hr.) Time 0 - 5 min. 6.6" 79.2 5 - 8 min. 4.5" 90.0 8 - 12 min. 3.2" 48.0 12 - 16 min. 2.4" 36.0 ' 16 - 22 min. 3.0" 30.0 22 - 32.5 min. 4.2" 24.0 2nd fill -up: Draw -down Rate (in./hr.) ' Time 0 - 4 min. 5.4" 81. 4 - 8 min. 4.7" 70.5 8 - 12 min. 3.7" 55.5 12 - 16 min. 1.8" 27.0 16 - 22 min. 1.4" 21.0 1 22 - 30 min. 2.6" 26.0 30 - 38 min. 2.4" 18.0 38 - 45 min. 2.6" 22.3 Slowest rate recorded = 18.0 in./hr. ' Minimum allowable per DOE/King Co. Design Standards = 8.27 in/hr. !J I Starkovich Residence Lovell-Sauerland and Associates LSA No. 4336 August 2002 ■ CwZ , c -)n nnn CT PT R. 3 E. z N F— W LLJ U- O O O LO O cm (.loins sheet 56) 11, 625 000 FEET Soils Map Lovell- Sauerland and Associates Starkovich Residence August 2002 ■ ..cZ LSA No. 4336 City of Edmonds Permit No: d D RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: O D A. Address or Vicinity of B. Type of Work (be C. Contractor: 'D AvS— N 4141p K �� Tow, 4 0 ft#.F- age_ Mailing Address:W S'!V_O/, ?A Q K 0 R , (��eox/15 rRLic:rt:VXI Phone: 17- 6- :2- Sy " �_ 9so State License #: pAy E 14C. H 01 7- V 9 Liability Insurance-1 tA- . Bond: S Yoe CDe D. Building Permit # (if applicable): Side Sewer Permit # (if applicable): EX\ 5'r M q E. ❑ Commercial ❑ Subdivision ❑ City Project ❑ EUC (PUD, VERIZON, PSE, AT& T, OVWD) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: F. PAVEMENT CUT: ❑ YES ❑ NO CONCRETE CUT: ❑ YES ❑ NO G. SIZE OF CUT X INDEMNITY. Applicant understands by his/her signature to this application he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ♦ Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST U4KE THE PINK COPY QF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS / Signature: or Agent) Date: /� —f y © Z- FOR CITY USE ONLY Approved by: D• (LAB Right-of-way Fee: Time Authorized: Void After W/ /403 Disruption Fee/Fund 111: Special Conditions: Restoration Fee: Total Fee:. Receipt No: 19d_ Issued by: _ UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326) FINAL APPROVAL OF PERMITTED WORK: For inspection requirements see DATE: Inspector's Signature Information handout. NO WORK SIIALL BE,(:1N 1'I 10R TO P.EIZIN111T ISSUANCE, �. PERMIT EXPIRES CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS MAILING ADDRESS n� (� a4to t"el o l,-j L P.,J e,, N . e . CITY ZIP TELEPHONE NAt4-S4 1 UV e, 9 o' --_� a fiC) (?,� ) (" �b - I NAME 1A 'f Y USE ZONE PERMIT f I �- NUMBER V JOB ^ n SUITE/APTi� r'j1, JI`{/ ADDRESS I "J�' / I PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE $ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP CP Approved PorrNt Required RW Pe � O Street Use Permit Req'd EXISTING PROPOSED inspection Required Sdewatk Required REQUIRED DEDICATION FT Underground Wiring required METER SIZE LINE SIZE NO. OF FIXTURES /Ai t I nI /7 `PRVVEQUIRED YE S�J NO 13 ADDRESS HEMAHKS 10 ry) r�'1 �� 1 ��(J OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE CITY ZIP TELEPHONE I1WQ'91oPs RE16jWRED 0 NAME ICBLC .f t­) t r s Gt.,-1 ADDRESS log:mot r�Cvr�a �. LeLEPH CITYZIP E 7 STATE LICENSE NUMBER EXPIRATION D TE KE1 PROPERTY TAX ACCOUNT PARCEL NO. 2-? 0313 ooef I ; �O NEW RESIDENTIAL ❑ ADDITION ❑ COMMERCIAL ❑ REMODEL ❑ MULTIFAMILY ❑ REPAIR G '0 G CYDS ❑ DEMOLISH ❑ TANK GARAGE RETAINING WALL CARPORT ❑ ROCKERY (TYPE OF USE, BUSINESS OR A ,*PLAIN: PLUMBING / MECH ❑ COMPLIANCE OR CHANGE OF USE ❑ SIGN ❑FENCE ( X FT) ❑ OTHER SPRINKLER ❑FRE FIRE ALARM NUMBER NUMBER OF CRITICAL OF DWELLING / AREAS STORIES UNITS [NUMBER DESCRIBE WORK TO BE DONE F N OURCE I GLAZING % I LOTS �- 2 PLAN CHECK NO: VESTED DATE L. THIS PERMIT AUTHORIZES 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 f `"A SEPARATE PERMISSION. j PERMIT APPLICATION: ISO DAYS PERMIT LIMIT. 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND, AGENTS FROM ANY AND ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFY, WANE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE ! NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION 1 HEREBY ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF THE OWNER I AGREE TO COMPLY W CITY AND STA ENGINEERING REVIEWED BY DATE FIRE REVIEWED BY DATE W IE a VARIANCE OR CV SHORELINE OR ADB# INSPECTION BOND REO'D POSTED ---------�^' �� OYES 0 $ ---_"'-...�. SEPA REVIEW SIGN AREA HEIGHT COMPLETE EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED 1/ 2-T / ZI - / :XP LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (Fr.) ALLOWED PROPOSED FRONT SIDE REAR NT UR SIDE REAR G 2S' 1�' '5- z O 1 O O'�i PARKING LOT AREA PLANNING REVIEWED BY AT REO'D PROVIDED �GY Gl 0. 11��1 o REMA KS l kfstln a vlo�-► -c �•+rvl Ali, --Ceq hac,L•s. �ti�r,,!hc �t CHECKED BY TYPE OF CONSTRUCTION OCCUPAN GROUP SPECIAL INSPECTION AREA �(� 4' OCCUPANT REQUIRED ❑ YES4 +!� o�u1� LOAD / l u o REMARKS Z PROGRES&INSOCTIOIN$ PER UBC 108/FINAL INSPECTION REO'D 9 C- ►(I' � m VALUATION , 1 I-kx o5/A w eh Description FEE Description FEE`'' Plan Check State Surcharge Building Permit — City Surcharge Plumbing Mechanical qo — Grading Engr. Review .00-11 lowEngr. Inspection Fire Review Plan Chk. Deposit Fire Inspection Receipt # Landscape Insp. Total Amt. Due Recording Fee Receipt # r APPLICATION APPROVAL TE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, a IL IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENSA RANCE AND RCW 18.27. OFF S SIGNATURE n DAT SI ER O DATE SIGN D (425) 4" �. '� Ci f o�`' 771-0220 RELEASED ATTENTION EA 1 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES RIGIN � ILE • YELLOW INSPE TO PINK- ER • GOLD -ASSESSOR GREEN -ACCOUNTING i C. B. i0P=64.96 12''SO INV=62.90 C • B t S TOP=64.09 INV=62.49-S & W INV=62,29NN I S I J C 'r� 4r so.00' I I I I i r RUITJALr r JJUN ; 30.00, 30.00, U N R E C J R J E O I, ( 6 g5 +Coro!p 10' M.H. 29 M.H.#28 TOP=53.72 TOP=66.38 +Still, INV=50.97 INV=52.E0-W / a g1 5 i ao� I Ld I 1a 10" SANITARY SEWER - + SS 1 S / _ p.5 5 S 87-W30" E (DE C. 5 +6 ' 166.62 6 --------- �. %fi- //�I1 166.42 (DESC.)�6� i `�Ssti .Q.�� 6 30.07' a5 Z +6i ME I v ` I ro Coy. rob-I_I, _ - -6�5 + �-a� + /�'�'�5 II / O + 6cp/��/ // +6559 I tK 0 y / / / / / / 65g5 6� Coro ' 4 9 /ti f �� 65. 666 I WATER ' ® I 6 ro. 611 8 I .. METER W 9� 12 'Ll Z ! 0 61- I 1 / I /1 a° Q +1 / 1/ a Cog /� Coro' 6 g5 I L4 i 0 i>fl +6�65 +i / +6 / / 01 ?° F ( / � i ()I I G ? U) / / G R � I i $O� 1`L 65 0 -P Coro' Ft�� 1' 61 � GOB � !> I / 6 m 1 i D 5,�.a�+?+/ / . / I e oYARD DRAIt4.6$� i 66,1 1�� 6915 D N i C 5 ' / / -u °' I ITi Z m / // i •yc�o°• CURBv W i rn g9i / UDED 1p N I �� Z HOUSEg 1 J ppz /v I tv D o° 1 r*m 00 I 0• / , ary0 161 1665 0� GEOP� z rri z I \m 1-0 CO W + t 1 1 / Vy e 1 / WOOD j ECK I 40, � I r /tea / I CARPORT �� 1 1 I` Q 1g +1 I I � SHED �056 C.B. 60+�6-1�°/ +16 / / y5 5•, I 1 TOP=71.7830.00' 1,. + - _:is INV=70.28.e - +6. /(0.19, 65. UTIUTY 1 \ + 6 FT. WOOD +� POLE / Y +6�' S 88'33'00" W DESC. ( � FENCE t0.3' S. �o/ WATER I - - - - - - - M.H.#27 METER 1.y-L�1+1 W l TOP=63.38 INV=50.23 I try I I -BOUNDARY LIN;✓ ADJUSTivJ r N7 C.B.. � TOP=72.23 A.F. 1\10. 2OOOd6ti2-5Od6 IIJV=70.53 O l00 •� o I I o �o I CIA I of SOUTHEAST CORNER OF GOVERNMENT LOT 3 N 89'46'45" E 636.82' (M,S) I I I I C.B. TOP=73.11 INV=71.66 I I I i i ( I mom OEM Emolliffilm LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 3, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST OF THE W.M., DESCRIBED AS FOLLOWS: COMMENCING AT A POINT 66.00 FEET NORTH AND 30 FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECT10N 13, SAID POINT BEING AT THE INTERSECTION OF THE NORTH LINE OF TRACT CONVEYED JANUARY 6, 1885 TO A.M. PRITCHARD AND 20.00 FEET EAST OF THE WEST LINE OF ROAD CONVEYED TO SNOHOMISH COUNTY. KNOWN AS SOUND VIEW PLACE, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE TRACT OF LAND HEREIN DESCRIBED, THENCE S 88'33'00" W, ALONG THE NORTH LINE OF SAID PRITCHARD TRACT, 166.03 FEET; THENCE N 1'52'00" W, 138.28 FEET; THENCE S 87'54'30" E, 166.42 FEET; THENCE S 1'52'00" E, 128.00 FEET TO THE TRUE POINT OF BEGINNING, IN SNOHOMISH COUNTY, WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. BENCH MARK TOP OF THE WEST RIM OF THE MONUMENT LOCATED NEAR THE SOUTHEAST CORNER OF THE PROPERTY. - ELEVATION : 73.41 DATUM : CITY OF EDMONDS SEWER SYSTEM UTILTIY NOTE THE LOCATION OF UNDERGROUND UTILITIES SHOWN HEREON .IS APPROXIMATE ONLY. THE OWNER SHOULD CONTACT THE UTILITY PURVEYORS TO ASCERTAIN THE LOCATION OF ALL UTILITIES IN THE AREA. .LEGEND = SET IRON PIN WITH PLASTIC CAP NO'D 22969 QQ = EXISTING CONCRETE MONUMENT WITH TACK IN LEAD PLUG BASIS OF BEARINGS THE CENTERLINE OF SOMERSET LANE PER THE PLAT OF SOMERSET RECORDED IN VOLUME 34 OF PLATS, PAGE 69 AND 70, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. REFER TO BOUNDARY LINE ADJUSTMENT RECORDED UNDER AUDITOR'S FILE NO. 260006025006. FEB BOUNDARY AND TOPOGRAPHY SURVEY FOR t ANTHONY G. STARKOI/lCH I IN SW1/4 OF SECTION 13,T.27 N;,R.3 E.,W.M. CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON OVERLOOK s ARK 11l a�j� m7 u PL yy. . 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' ' aRL .. =''' .3 $a Ell`r:� �eo7rx arwr4y � �, sxrar.? �'®xrt7 IN' rr coa , rnx.ctx.: PAPL 209TH PL' p• MAPLE."? , ti VIGI H I.T ICI' THAT PORTION OF GOVERNMENT LOT 3, SECTION A3, TOWNSHIP 27 NORTH, RANGE 3 EAST OF THE W.M., DESCRIBED AS FOLLOWS: COMMENCING AT A POINT 66.00- FEET NORTH AND 30 FEET WEST OF THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF- THE SOUTHEAST QUARTER OF SECTION 13, SAID POINT. BEING AT .THE INTERSECTION OF THE NORTH LINE OF TRACT CONVEYED JANUARY 6, 1885 TO A.M. PRITCHARD AND 20.00 FEET EAST OF THE WEST LINE OF ROAD CONVEYED TO SNOHOMISH COUNTY. KNOWN AS SOUND VIEW PLACE, SAID POINT BEING THE TRUE POINT OF BEGINNING OF T}-IE. TRACT OF 'LAND HEREIN DESCRIBED, THENCE S 88'33'00" W, . ALONG THE NORTH LINE OF SAID PRITCHARD TRACT, 166.03 FEET; THENCE N 1'52'00" W, 138.28 FEET; THENCE S 87'54'30" E;. 166.42 FEET; THENCE S 1*52*00" E. 128.00 FEET TO THE TRUE POINT OF BEGINNING, IN SNOHOMISH COUNTY, WASHINGT.ON. -SUBJECT TO._-EASEMENTS...RES_TRICTI-ONS..AND. 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