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1017 9TH AVE S.PDFIIIIIIIIIIII 9908 1017 9TH AVE S APPLICATION r r The City of Edmonds for EASEMENT NO- -------------------------------------------- SIDE SEWER PERMIT NEW CONSTRUCTION REPAIRS ❑ LIIDD NO- ------------------ -ASMT. NO................... OWNER ------ "4 C ......... F-r— ---- -----•----------------••------------ CONTRACTOR FR'F—=UtVC:> PERMIT NO. 531 JOB ADDRESS ... l�l?— �J' l�Vi= 5.......................... LEGAL DESCRIPTION: LOT NO.-------------------------------------- BLOCK NO. ---------------------------------... r NAME OF ADDITION---•--�T'-T"I�GE--•IE2�...---•----------------------•---------•-•-•--.......-•--•---•--•--------- Approved: n DATE / i�j'� BY ��� f Y J7 .-=w,:•.y.,,..i�. . a.�+'"}'•�:. 'sy.►}S;„.'aiti,(:s.tr; • ..;sr,-'ri:;> .,�;-,;. -T: .24 1 CITY OF;EDMO�NIDS . SIDE SEWER PERM 'IT WATER�SEWER DEPARTMENT PERMIT-' - .Call' 1d 2R28r 'side sewer ins ectlons nF.FORF coverin an _ - //,__ t p "g y portion of '.the construction. - �. ::\Inspection..will be ,provided wlthim-.24.•liours: after. requst. "NO�sSat. "Sun." or holidayInspections): `. ADDRESS` LN OCATION OF .COSTRUCTION.�q`..+��iYt1'1S2E'-_•t3ti4'}Y.-----.. PROPER 7�Y �LEG}AL DESCRIPTION ....................��..�' . �� " 1 ,: :.. .. :..............:.......... ............. .• • .1 I OWNER ai1VD/OR-.BUILDER-.... �� i.. .._ .... .... ............. . .. .... .................. ................7.......... I VTRACTOR'S NAME 8 ADDRESS..............." ..... * ..... P. mission is{granted ... .._ ........ �> ...... ......., 19.. ---, for repair ` rid/or connection of a side sewer to the city- sanitary, sewer ' systern.,intaecordanee.with .City of Edmonds ordinances ; AuENTION I3 QALLED.To THE✓FOLLOWING: { - "NOTE No.;l The, .owners ,of .the property may obtain�a permit to construct sewer.- inside property line. , A licensed, Side Sewer Contractor_ must be employed toyconstruct sidejsewer in;street:area. Do not"cover an'y,,portfon of sewer before it has been Inspected., N _ NOTE o:. 2 All:work performed in•.,eity`right-of-way, requires an, Invazion of Right -of -Way Permit obtainable fi•om'the CIty,Engineer's office." 11 tt NOTE -No:: 3—Obtain full;lnformation regarding, Ordinance 11.16'.030 :and Regulations .governing side sewers- when you. get".permit. . NOTE :No.. 4—Top.of sldeaewer.must'have-at 9east 30 inches coverage at property-.11ne� and 12 Inches inside, property line: minimum 'grade of��2:q .' No ".fiends, in -grade Aarper .than,"/s will ,be :permitted.. .,. +• NOTE",No."&- Trench6s in treet must bei,water settled. and. surf ace 'of.street restored, to original condition. Contractors shall be responsible for failure due',to'Improper 1 work'whtch may" develop within one year, of completion., - : + "NOTE No.�.6—Itjs.,unlawful-to' alter or do .any other work'4h&n. is provided for in the.permlt;:or to. downy work on the main sewer or ,its 'appurtenances ezcept.to In ---,{ sert`the.pipe-into.the'wye. '. - - - - 1 DISAPPROVED Date -r ... By.. ..... Date... .....✓.7. ..... By ::.............. Date:. .................................. By ............ A1PPR.OVED ,e' r] ;:Date -'::... n.-�St' ... <., .:..._.. By...._..�'�'-•• .._.............................. w Remarks . •e� :..... . .... ....::.. ..... ..- ..:..... •-_.. ................. ................... ........ ... .... _... BOTH Peimit Copies;,IVLUST Be Signed By Owner,of FirmPerforming Construction, PRIOR To Request For Inspe"ctlom —= I, ...:: ....... ............................:.. �,..,, hereby certify that, the side sewer installation constructed under this permit (owner :of, Contracting Firm Performing=jConslructiom)'- - - ` -w. _Anstalled iir'accordance�with- all governing,.ordinances'of'the City., of•Ediilonds:: :.. Dated Ahis::..::... _. day, of ........... 19 .. ::.. ice. 1 J J Check BEFORE you dig for. Winer' ❑ Gas :p, - Telephone"0, -Power [], Sewer E], Other E]* J J The City of Edmonds EASEMENT NO. LID N�A --- 7t-,,,PSMT. NO- ------------------ OWNER ................. ... a-mp -------- ------------------ CONTRACTOR - -- ------- ---- - * ----- PERMIT NOS—�;31 -V /Y-P ------ ------ . ------------------ JOB ADDRESS ---- -0, ------------------ LEGAL DESCRIPTION: LOT NO. -5-:----- Al:tAsA.,4LOCK NO - ------------------------------------ APPLICATION for SIDE SEWER PERMIT NEW CONSTRUCTION Ej REPAIRS El NAME OF ADDITION --------------- Approved: DATE t ..... By ---------- RECEIVED 1976 Public Works Uept. ..... fiHE M RECEIVED Date April 23 1976 APR -1976 Pub' Worn .. Memo —to: Director of Maintenance & Operation Public Works From: City Engineer Subject: Sewer Connection Charges Legal Description: See attached Commonly known as: 1017 9th Avenue �. Z.F.F. Calculation: ( ) Z.F.F. X ( ) Lateral X ( ) Unit X ( $25 ) Owners installed sewer CC: owner: Fred Freund $ `0- Connection Fee $ -0- Lateral Charge $ 25.00 Trunk Charge $ 10.00 Permit. 35.00 TOTAL 2108 LEGAL DESCRIPTION PARCEL C . A11 that portion of the SW l r: ��. of the i�•Jt: 1/4 of Sec. 2�, T 271d, I,Z3E, W.NT.,. j described as follows: Commencing at the SId corner of said subdivision;. thence S 88° r " J 54 23 E along'the south line of said subdivision, 30.00 feet; thence N 0°30135" E, parallel with the west line of said subdivision 1078.82.ar`'J.:`:''''ti''' feet; thence S 88052127" E,. 148.51 feet to the true point of beginning of tile:,.`w> tract of land herein described; thence. continuing S 88052127" E, 1L�8.51 feet• thence S 0°3115511 UJ, . 83.00 feet; thence i4 8805212711 b1, 148.49 feet; thence N 0031115" E, 83.00 feet to the true point of.beginning. SUBJECT TO and TCJETIIEFt 6JI'IH an easement for ingress and egress and for utilities',•`-,`.; over, under and upon that portion of the SW 1/4 of the DJE 1/4 of Sec. '25, T27N, R3E, W.M., described as :follows:. Commencing at the S'J corner of said subdivisi thence 5 8801 �� on; ;, 54 23 L', along the south line of said subdivision, 30.00 feet; thence'=. .,. N 0'30t35" E, parallel with the west line of said subdivision, 13000 feet to the.:; true point of .beginning of, the tract of land herein described; thence continuin 9 N 0°30135" E, 20.00 feet; thence S. 88052127" E, 178.51 feet; thence S 0031115'1 W, 20.00 feet; thence ICJ 88052127" 1-1, 178.51 feet to the true point of beginning. Situated in Snohomish County, "Washington. n:, PAR(71 A. r All that portion of the SW4 of the NE, of Section 25, Township 27 N. R. 3 E.W.M., described as follows: Commencing at the SW corner of said subdivision; thence South 88054123" East, along the South line of said subdivision, 30.00 feet; thence North 0030'35" East, parallel with the West line of said subdivision, 1078.82 feet; thence South 88052' 27" East, 148.51 feet to the true point of beginning of the tract of land herein described; thence con- tinuing South 88052127" East 148.51 feet; thence South 0031155" West 83.00 feet; thence North 88052127" West 148.49 feet; thenceidorth Oo 31' 15" East, 83.00 feet to -the true point of beginning; SUBJECT TO Al-b EASEi-TNT for ingressand egressand for utilities over, under and upon the North 10 feet of the W. 30 feet of the premises herein conveyed. PARCEL B . TOGETHER —WITH an easement for ingress and egress and for utilities over, under and upon that portion of the SW' of the NE4 of Section 2.5, Township 27 N. R. 3 E.W.M., . described as follows: Commencing at the SZr+ corner of said subdivision; thence South 88054123" East along the South line of said subdivision, 30.00 feet; thence North O�'30'35" East, parallel with the West line of said subdivision, 1068.82 feet to the true point of beginning of the tract of land herein described; thence continuing North 0030' 35" East 20.00 feet; thence South 88052' 27" East, 178.51 feet; thence South 0031115" West, 20.00 feet; thence North 88052127" West, 178.51 feet to the true point of beginning. All that portion of the SW4 of the NE, of Section 25, Township 27 N. R. 3 E.W.M., described as follows: Commencing at the SW corner of said subdivision; thence South 88054123" East, along the South line of said subdivision, 30.00 feet; thence North 0030'35" East, parallel with the West line of said subdivision, 1078.82 feet; thence South 88052' 27" East, 148.51 feet to the true point of beginning of the tract of land herein described; thence con- tinuing South 88052127" East 148.51 feet; thence South 0031155" West 83.00 feet; thence North 88052127" West 148.49 feet; thenceidorth Oo 31' 15" East, 83.00 feet to -the true point of beginning; SUBJECT TO Al-b EASEi-TNT for ingressand egressand for utilities over, under and upon the North 10 feet of the W. 30 feet of the premises herein conveyed. PARCEL B . TOGETHER —WITH an easement for ingress and egress and for utilities over, under and upon that portion of the SW' of the NE4 of Section 2.5, Township 27 N. R. 3 E.W.M., . described as follows: Commencing at the SZr+ corner of said subdivision; thence South 88054123" East along the South line of said subdivision, 30.00 feet; thence North O�'30'35" East, parallel with the West line of said subdivision, 1068.82 feet to the true point of beginning of the tract of land herein described; thence continuing North 0030' 35" East 20.00 feet; thence South 88052' 27" East, 178.51 feet; thence South 0031115" West, 20.00 feet; thence North 88052127" West, 178.51 feet to the true point of beginning. DECO 1995 'PEOIWI TcoI/Nr,FR 1117 co Taa- II 148.4c' site_ 1DIcan N ce En,y �y 0"° CITY OF EDMONDS SINGLE FAMILY ADDITION/REMODEL COVER SHEET Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only). This cover sheet must accompany each building permit application for a single-family residential addition/remodel project. APPLICANT 4�001�e PROJECT ADDRESS PLAN CHECK # DATE RECEIVED PROPERTY TAX ACCOUNT PARCEL # 7e.1 BeV® DESCRIPTION OF WORK /77 ,f) ER PHONE CONTACT PERSON MAtZW_ t`�c�L.l�Jc�b�y.I PHONE CZDLo r72-.4- 34 5-O E-MAIL Vnl _ _ln dl �I AAA 1 Co ft d g -7-Li Li,1 P, FAX ( Zp% SZ4 - MAILING ADDRESS#T FAX CORRECTIONS MAIL CORRECTIONS 11 E-MAIL CORRECTIONS BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED. A SIGNATURE DATE 3 f lTl ZONING INFORMATION ZONE %25-- LOT AREA�� NUMBER'.OF D;WELLIN,G.UNITS EXISTING �DEMOLISHED PROPOSED DISCRETIONARY APPRO.VA`LS CAAMY Determination &i! /e)409aUBDIVISION CU VARIANCE -7 -----,SHORELINE SEPA Expires OTHER PROPOSED FRONT SIDE f fj SIDE 2t REARS .CNR. LOT. ❑YES UNO -,.,FLAG LOT YES . NO ST. DEDIC. [-]YES MNO. ADU STATEMENT REQUIRED: YES NO RECORDING # STAFF COMMENTS: L:ltemplbuildinglforms\Add_rvw.vsd -- 7/00 ENGiNEERING INFORMATIO DRIVEWAY SLOPE % GRADING CYDS EASEMENTS EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 %e,31G0 SQ.FT EXISTING .IMPERVIOUS AREA INSTALLED 1977 OR LATER SQ.FT. PROPOSED NEW NET IMPERVIOUS SURFACE 474 SQ.FT. (City Use Only SIDEWALK REQ'.D YES[!] NO DRAINAGE PLAN REQ'D []YES ® NO LID# UNDERGROUND .WIRING REQ'D []YES[]NO STREET DEDICATION FT. STAFF COMMENTS: BUILDING CONSTRUCTION INFORMATION CODE -EDITIONS 1997 UBC, UMC, UPC, WSEC, VIAO WITH AMENDMENTS DESIGN WC RITE _ I WIND EXPOSURE B WIND SPEED 80 MPH Floor Live Load Roof Snow/Live Load 95 Floor Dead Load (0 Roof Dead Load 0 -J SEISMIC ZONE 3 Balcony Live Load &0 Balcony Dead Load ly NUMBER OF STORIES BASEMENTS FLOOD ZONE LOT SLOPE % ��j �`p SOILS REPORT PROVIDED 1:1 YES FLOOR AREA (Measured to face of exterior wall) Existing Proposed Total Living Space Garage Carport Deck/CoGv. Porch 1 .-45 .9-4 Other 0 CJM. 0 E Any request for modification, variance or other administrative deviation (herinafter "variance") must be specifically called out and identified. Approval of any plat or plan containing provisions which do not comply with the city code and for which a variance has not been specifically identified, requested and considered by the appropriate city offical in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. PERMIT ISSUANCE APPROVALS (City Use Only PLANNING REVIEW & APPROVAL DATE CONDITIONS OF APPROVAL: . e en,y CITY OF EDMONDS SINGLE FAMILY ADDITION/REMODEL COVER SHEET Directions: Applicants are to complete the information in the WHITE BOXES ONLY (Shaded boxes are for City use only). This cover sheet must accompany each building permit application for a single-family residential addition/remodel project. -.. PLANS CHECH #. ®l.�Q ;APPLICANT DATERECEIVED PROJECT ADDRESS 1DI:2 lj PROPERTY TAX ACCOUNT PARCEL # 7e I <Pev&I DESCRIPTION OF WORK ;�2Q/771' /) OWNER PHONE CONTACT PERSON �ja,/L� c�L.Mc�niy l PHONE CgC) L a52-4 - .314 15-0 E-MAIL FAX Zblo S2-4 - 92 eh MAILING ADDRESS 2 7, 0 14 L # 11 )A FAX CORRECTIONS MAIL CORRECTIONS E-MAIL CORRECTIONS BY SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT IS MY RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INQUIRIES ON THE STATUS OF THE APPLICATION. I UNDERSTAND IT IS MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT SUBMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A COMPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REQUIRED. SIGNATURE `ZONING. INFORMATION ZONE /2S — .. LOT AREA DATE___ NUMBER OF DWELLING UNITS EXISTING DEMOLISHED PROPOSED D.ISCRETLONARY APPROVALS CA 0 y Determination &li Ia402 U B DIVISION CU VARIANCE --SHORELINE --- SEPA Expires OTHER LOT COVERAGE INFORMATION EXISTING SF :Z�/ PROPOSED S HEIGHT CALCULATION INFORMATION DATUM AVE � - F 417: TOTAL SF % % A . D_ ACTUAL L:\temp\building\forms\Add_rvw.vsd -- 7/00 ENGINEERING INFORMATIO DRIVEWAY SLOPE % GRADING CYDS EASEMENTS EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 �e3lGD SO.FT EXISTING .IMPERVIOUS AREA INSTALLED 1977 OR LATER SQ.FT. PROPOSED NEW NET IMPERVIOUS SURFACE 78 SOFT. (City Use Oniv) ' SIDEWALK REQ'.D` a YES:®NO DRAINAGE PLAN REO'D YES- ® NO LID# UNDERGROUND WIRING REQ'D .[]YES NO' - STREET DEDICATION - FT. ,.STAFF COMMENTS: gUILDING.C.ONSTRU.CTION INFORMATION;. CODE EDITIONS 1997 UBC, UMC, UPC, WSEC, VIAO WITH AMENDMENTS DESIGN CRITERIA WIND EXPOSURE B WIND SPEED 80 MPH SEISMIC ZONE 3 Floor Live Load Roof Snow/Live Load_ Balcony Live Load &0 Floor Dead Load 10 Roof Dead Load 0 Balcony Dead Load ly NUMBER OF STORIES BASEMENTS FLOOD ZONE LOT SLOPE % �rj alp . SOILS REPORT PROVIDED 11 YES ® NO FLOOR AREA (Measured to face of exterior wall) Existing Proposed Total Living Space Garage Carport Deck/CoGv. Porch ��. 2 (4 �L Other l,ty', (City Use Only) Ceiling Insulation Window U-V ue .Wall Insulation S t U-Value Floor Insulation % Door U-Va Slab.Insul Enerav: ❑ Prescriptive ❑ Target Whole House-Ventilation'System Rea'i 0 Systems ❑=Yes,0 No, Any request for modification, variance or other administrative deviation (herinafter "variance") must be specifically called out and identified. Approval of any plat or plan containing provisions which do not comply with the city code and for which a variance has not been specifically identified, requested and considered by the appropriate city offical in accordance with the appropriate provision of city code or state law does not approve any Items not to code specification. BUILDING REVIEW& APPROVAL DATE.. .CONDITIONS OF..APPROVAL:. 'o 8 -4,GL33'r. -aa 420-_In µ, FRONT .' to ryl SIDE PEAR t ' OTHER F E L16T HEIGHT 25 RECEIVED lo:1%.1) 3 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS ss4 a c 415 DA Zone Gi N.E. 1/4, SEC. 25 T.27N.9 R.3 E.W.M. 154 1 W a n M 45 w 1n 953i 4 P p P a P 318 L_j s+o! PIAALDER ST. L � n > h Q Q 11 17 • — 7°""'s POST MEn^oR%AL 8 WALNUT ST. P�tRK a �O F p Q• a Cn p o N N N 1 OO aLn � W 515 "I a 1!a Y o _ 21208 6 a"I-all a CEDXR ST. °�,° s• z1214 3 601 o�'. •i 00 o°. o UTZ > o. � o' $ c N N N M 21202 2/211 O. N . a 21220 3 !I!S a ppM 121 G10 Q a M o. oN` a - � c � o� 0 0 0 0 8 21218 60 a o. 1230 og id?.PRUCE ST 2 '22 3 213oZ albcc c 21224 41 o Cf a N o H o �n 21301 21 0 0 o o. J c o o $ o Q l309 1315 2 21306 21315 21308 a go9 7 TV 7!7 7/O C 7O7 a a o 3 tl3 21312 21308 pp 16 721 00 0 0.� o. P 21320 2l323 g13 rt+ bP: 7/9 711 o N. 1 . LAun" LN 2NIi� �J 21401 2D2G 21329. 21318 1321 21316 p� h 731 725 719 z 141 21420 21411 �21'41'4 401403 21324 1 2l#12/908 U6 21912 21419 N n ..! 14 0) 21424 21419 a 40 1 30 s 21326 2132 2/g12 9 _ 803 ^ ^ o�°. vim. a 2 21429, 21423 . zj415 'o w ^ a .2 IU o°p 21416 2.14T' PL, SrW 21427 a a �^ M N 2 8 ell c 0 2 5 ST. z 12 17 911 409 905 P O� a a 21522. ilb 3 o a 21524 PINE ST. 00 1009 cz a rn iz o S M m P! 14 0. a o 215/I 21606 15 215lS 2/525 1 21► Su 52, 21522 o` o. 2/606 216 771 PL. 24 l013 1015 2/628 a a o, - 36 W 11033 1017 2/630 21629 21626 31627 21628 W Q 1035 1037 21702 Q 2170/ 21704 21703 21700 6 1041 925 21708 217497 21710 21709 21706 2/7/S 217/4 j 21719 217/6 54 1051 921 1 926 217/6 21726 21718 Q 1723 21720 1061 922 21728 2/729 21726 Q 2/72721728 917 91# 21804 2/8p5 21807 21802 21607 ?I8o6 pe 1109 F 1123 915 j 916 218l2 2/8/7 2lBr4 218/9 21616 36 � 1125 inW v 2/820 21821 21822 2/823 21824 M M o 2/824 'aa 10 21829 2f926 31 a „ 19 rm ST. p� 1 a 21910 219Il 21900 41 v 21920 219/9 �o o�O a o 21912 r^ .1n ' a I a H H 192G 0 1139 ro ro 9j0 21925 ^ a 4 v� n 220 T8 $ T 220 Q 22,0 20/$ 15 W, Q 0n5 006 92011 WEST&ATE V . 22014 ELM• 5CN.0 •014 � 1 ti ° 22024 12R2., 22024 22017 022 9N L 2 ­122034 22029 \I^ `0 21502 21 21425 �5 N M m 2/5, 2 'o 1 21509 2 3 H N f v v t" N N�N 21522 2 21 TM L W. 1607 N N W. O P1 00 00 a N {{pp p N N m 21NG a oM 217" ST. SW 2 2170/ 217/0 71) N N N N 40 M N v to Q 21705 3 M 21714 ^ I21�170v on o o a, H 2l714 I N 217 rM ° 21724 `y26 o v PL. o. :W01 tlso2 J i-* = 21805 n011n 21e12 _ 2181d R1ell 21826 I AMf I21 e 2 7 Ill. I 1218 21 / 219ot . ?,go(,21101 2 jq20 21925. 911,6 22027 fflnoto CA FILE NO. Critical Areas Checklist • • Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: Tµ ?S.�IE., 2. Property Tax Account Number: 2 6 7:7 c) f - o:9 (0 - ( -x-29 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? ><_yes; no. If yes; how is site developed? !4 6a d 1,i aej r,. rg&& i 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). L444 r�sc y�tt;r Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: K(o ; Approx. Depth: 7. Site contains areas of seasonal standing waterApprox. Depth: What season(s) of the year? 8. Site is in the floodway. �o_ floodplain t_ of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? jJ O Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs ; mixed urban landscaped (lawn,shrubs etc) >�, 4 L,4z.t✓ fly 11. Obvious wetland is present on site: 61n . 3- Wetland inventory or C.A. map indicates wetland present on site? 4 Critical Areas `inventory or C.A. map indicates Critical Area on site?.. �lA Site within designated earth subsidence landslide hazard'area? . �V 6.;..., ..Site designated on the Environmentally Sensitive Areas Map? 41V DETERMINATION STUDY REQUIRED CONDITIONAL WAIVER _ WAIVER •Reviewed by Planner Date RcV01t 4 &90.199 City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the . applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. 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 / Applicant: Name Street Address City, State, ZIP Phone Signature Applicant Representative: , Z 711:5D OF- 9ta-rll sr' Street Address City, State, ZIP Phone O ' Date • ov '*v ? - ~L., v RECEIV 1 E70 Ok'C 0 1 1995 "PERMIT COIIIVTCR 94ALdo Q ALAWN N site.plgan 148 4¢ 311A 133131S CITY OF EDM NDS 250 51h AVE. N. • EDMONDS. WASHINGTON 98020 • (206) 771-3202 COMMUNITY SERVICES February 16, 1988 LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR Fred G. Freund 1017 - 9th Avenue South Edmonds, WA 98020 Dear Resident: On February 11, 1988 a door.hanger was put on your door regarding a possible water leak in your water system. Our+,most recent reading of your water meter indicates unusually high consumption and/or current water leak in your system. Please check for leaking faucets, toilets, pipes etc., as no billing credit is allowed on these items. If you have any questions regarding this please call Utility Billing at 771-3051 or Water Maintenance, 771-3202, extension 291 or 293. Sincerely, Archie Brena Water/Sewer Supervisor AB/lk FOLLOWUP/TXTWATER PUBLIC WORKS PLANNING PARKS AND RECREATION • ENGINEERING alli ARAS CITY of EDMONDS --- PUBLIC WORKS DEPARTMENT Routing of Building Permit Applications Proposed Property Address of Application: 1017 - 9th Ave. S. DEPARTMENT COMMENTS DATE WATER m --. S T R E E T SEWER �7 1/71yj N O T E S BUILDING DEPARTMENT COMMENTS B U I L D I N G D E P ARTM E N T Applicant Fi() USE PERMIT ZONE NUMBER RECEIVE PERMIT APPLICATION Inside Heavy. LinesJOB ADDRESS 1•� 1, 1 ..� .-. j�QAPR 1�lP76 ILOT NAME (OR NAME OF BUSINESS) LEGAL❑ YES ❑11 NO AREA SU UI IC I�Vli " ••r•. W Z O MAILING ADDRESS - �` 101-1 L .• �. :�i':' VARIANCE OR ADS COND. USE NO. NO. U' CITY u�J TELEPHONE NUMBER PROPOSED YARDS FRONT SIDE REAR HEIGHT Z Z Z Q U� NAME �� 4"".1<.� ��+ . �) ALLOWABLE PROPOSED SIGN AREA SIGN AREA a W F _ U ADDRESS - / 1 I. �.1 J�1-�i=: .� OTHER REQUIREMENTS Z CITY TELEPHONE NUMBER 7 PLANNING DEPT. APPROVAL DATE NAM It 0 U Q It F 0 U �_ .�_`J I'I+i. �� STREET R/W EXISTING STREET R/W FT. DEFICIENCY THIS PROPERTY COMP. PLAN ST. R/W FT. FT. ADDRESS / 13 y-( �� �_ Z. ri i �_. CITY [% `' A_J /� it. L'c Ctc� TELEPH NE NUMBER ti �.( ` �--\ REMARKS Z W STAT LICENSE NUMBER jf Q �3 . 1 = l -7 2 zct c[ / CITY LICENSE NUMBER CHECKED BY Z _ a Legal Description of Property (Show Below or Attach Four Copies) STREET AND/OR UTILITY ElYES W WORK REQ'D ❑ NO _ UNDERGROUND ❑ YES Z 0 WIRING REQ'D ❑ NO TYPE CONNECTION VERIFIED BY F a W D .J Q ❑ YES PERMIT SEPkIC SYSTEM APPVD BY CITY ENG. ❑ NO NUMBER W W III REMARKS METER SIZE -!>It- SERVICE SIZE �j CLEARANCE CHECKED BY W Z", R ARKS c� Q 11./I NEW El RESIDENTIAL GAS I�r 1 LINE T'� ❑ ❑ ADD NON-RESIDENTIAL SIGN RETAINING DEMOLISH WALL ❑ ALTER ❑ EXCAVATE FENCE OR FILL 1 X_FT) PRE -MOVE SWIM REPAIR El INSP. El POOL FIRE ZO E Ai�, TYPE OF CONSTRUCTION CODE SPECIAL INSPECTOR AREA REQUIRE_ Dyy ❑ YES 1J1 OCCUPANCY GROUP OCCUPANT ' LOAD F PLAN CHECKED BY .THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04,z w REMARKS NUMBER OF STORIES NUMBER OF WELLING 0 J L n '1 '�,Y��L" ..:.• UNITS m NA�}TUU E OF WORK TO BE DONE Z a to W 0 PLAN CHECK NO. ' VALUATION -FEE PROPOSED USE �. �� .� ell PLOT PLAN INDICATE BUILDING S TBACKS, ABUTTING STREETS) Y + Y l• �� - BUILDING PLUMBING HEAT & GAS LINE 0 0 FENCE SIGN " RETAINING WALL - SWIMMING POOL ZONE .SETBACKS: . FRONT REAR OTHER HEIGHT m '-.i��•� p m N rD- ., Lij E 1 - CTI (71 fv m c Z • O A O Z Qp m W � �• ^ U- m y f� fi �l 1' FI . a , (� tJ • yn � F+ LEGAL DESCRIPTION PARCEL C All that portion' of the SW 1/4 of the NE 1/4 of Sec. 25, T 27N,.R3E, W.M., described as follows: Commencing at the SW corner of said subdivision; thence S 88054123" E, along the south line of said subdivision, 30.00 feet; thence N 003013511 E, parallel with the west line of said subdivision, 1078.82 feet; thence S 8805212711 E, 148.51 feet to.the true point of beginning of the tract of land herein described; thence continuing S 88052127" E, 148.51 feet; thence S 0031155" W, 83.00 feet; thence N 88052127" W, 148.49 feet; thence N 0031115" E, 83.00 feet to the true.point of beginning. SUBJECT TO and TCGETHER WITH an easement for ingress and egress and for utilities over, under and upon that portion of the SW 1/4 of the NE 1/4 of Sec. 25, T27N, R3E, W.M., described'as follows: Commencing at the SW corner of said subdivision; thence S 88054123" E, along the south line of said subdivision, 30.00 feet; thence N 0030135" E. parallel with the west line of said subdivision, 1068.82.feet to the true point of beginning of the tract of land herein described; thence continuing N 0030135t1 E, 20.00 feet; thence S. 88052127" E, 178.51 feet.; thence S 0031115" W,' 20.00 feet; thence N 88052127" W, 178.51 feet to.the true point of beginning. Situated in Snohomish County, Washington. 1 STREET V `E Date . Apri 1 23, 1 976 %AT Memo to: Director of maintenance.& Operation (� Public Works ".� From: City Engineer Subject: Sewer Connection Charges Legal Description: See attached Commonly known as: 1017 9.th 11Venl1P Owner: Fred FreUnd Z.F.F. Calculation: ( ) Z.r,.r,. x ( )'Lateral X ( ) Unit X. ( $25 ) _ Owners installed sewer CC: $ -0- Connection Fee $ -0 Lateral Charge $ 25.no Trunk Charge $ .100 Permit.. 35.00 TOTAL r f. 2108 , ,lty7 LEGAL DLL: IdPTIOIV PIUI CEL C f ,All that portion of the of the NF 1./4 of Scc. 25, T 27N, 13E, W.M., C:ommci-icin.l described asfollows: r r�` the S� ';J comer of said subdivision;' thence S 88.54 23 E, alono the soui.h .lime of said slibdivisi.on', 30.00 feet; thence N 0030135" E, parallel with the west; line of said subdivision 1078.82 feet; thence S 8805212711. E, 1Ij8.51 feet to the true point of beginning of the,,,.. tract of land. herein dc:;cribcd; thence continuing S 88°52''.2'7" )✓, 148.51 feet; thence S 0031'55" LJ, 83.00 fect; thence N 88°52127" W, 148.49 feet; thence N 0031' 15" E, 83.00 feetto tlic true point of beginning. SUBJECT TO and TOJETIIL•'.It wi'I'1i an eascment for ingress and cgress and for utilities`:` 'i'-' �.,.•. over, under and upon that portion of the SW 1/.a. of the PIE 1/4 of Sec...25, T27N, R3E, MI., described as follows: . Cormnencing at the S'Ll corner of said subdivision; thence S 88054123" C, along the south line of said subdivision, 30.00 feet; thence N 0030135" E, parallel with the west line of said. subdivision, 1068.82 feet to the:...' true point of beginning of, the tract of land herein described; thence continuing N 0030' 35" E, 20.00 feet; therice S. 88052' 27" E, . 178.51 feet; thence S 0031' 15" W, 20.00 feet; thence I`1 88°��?' 27•" IJ 178.51. feet to the true ` 5- , point o�:. beginning. Situated in Snohomish County, 1ashington. LEGAL DESCRIPTION PARCEL C All that portion of the Sj� li4 of described as follows: tile 1`1E 1/4 Of Sec. 25, T 271J Commencing at t1j' R3E, W.M. thence S 8805412311 E al e- SWcOrner of said subdivisi Ong the south line o on; subdivision 30.00 feet; -1 parallel with the !vest line of said'subdivision, 1078 82 thence N 0030135" F f said subd feet; thence S8805212711 E3 Ih8-51 feet to tract of land herein de the true point. of beginning of Zhe scribed; thence continuing S 880 et; Nh0eoe1' i 003115511 .52127" E 51 fe c35" F 83-00 feet; thence lxj 88052127" W 148. 83.00 feet to 148.49 feet; thence the true Point of beginning. SUBJECT TO and RGETHER WITH an easevient for over, ingress and egress and for utilities under and upon that portion of t R3E the W 1/4 of tile described as follows:, Co 1/4 Of Sec. 25., T27 thence S 88054123" E, along the .south line of said subdivision,, 30.00 feet; t e then Commencing ing at the SW corner of said subdivision N 09m30135" E) parallel with the West -line of said subdivision true point of beginning106 .82.feet to Qq -t�; Of the tract of land herein described; thence continuing N 0030135" E3 20.0 W 50.00 feet 0 feet; thence S. 88o5'2C127"Etl 8.51 feet; thence S 0031115thence.N 880"-)212711 W178.'1ituated in Snohomish 'County�, t.-Jashingto-n ect to e true Point of beginning... • 0- DATE April 22, 19 76 To Harry Whitcutt FROM Richard H. Allen Building Official Assistant City Engineer S ME T �LE S U BJ E CT:Building Permit Application Review for 1017 & 9th.Ave. South. After review of the subject permit.application, we have the following comments: In order to avoid cutting into 9th Ave.. this house must connect sanitary sewer to.existing laterals to existing house. Have builder coordinate this with right-of-way sewer.department. z RHA:pab cc: Sewer Department 1 Permit Address ]VI • 101-qal Description r BUILDING PERMIT REVIEW FNGINFFRING DEPARTP4FNT CHECK LIST Reviewer's Intials Septic Tank System Design Approved 1J �— Sani tart' Sewer Avai l ahi l i ty� Sht. �7 of Dwa, No. Project: Side Sewer Availability: _* Any Sanitary Sewer Connection Fees (° Rt Nvw J VM �I�Si to Drainage Checked 4'1'_ 1 1-7en w _Ql Storm Sewer Availability: Sht. 60 to of Dwq. No. Project: �� , ��Roadside Ditch_ h,)Z� Grading & Final Contours OCT Sgd)e A\ 0 CN'� (SiteInspectionshows condition of existinn vialks as follows): 40-;�Sidewalks oB.'Curbs:P urb Cuts underground Wiring Pt Street Lightin Street.Right-of-viay & Bldg. Setbacks:�(AJ COO M % Sht. � o Dwg. No. of Official Street Map. _X Existing Utility Easements /PW_s_15_ Access Easements. / Water Mains & F•ire Hydrants (Indicate Size !-later Main)' Bonds for Site 1•►ork 16. .pecial Requirements listed in memo'to Bldg. Dept. commercial &Apt. Requirements form comnleted �" Drawings stamped F4 notations made A 19. Site Inspection made on i 20. All items filled in on Pldg. Permit Application { i j`( to 21. This Lot included in Subdivision'1-S"^E�, (List any special requirements): rJ 3/9/76 r CITY OF EDMONDS USE PERMIT ZONE _ 2 NUMBER CONSTRUCTION PERMIT APPLICATION joB SUITE APT ADDRESS / OWNER NAME NAME OF BUSINESS LEGAL DESCRIPTION CHEON ti:NO LID NO w MAILING ADDRESS Z O 11 " A Jt(.., `r� , �, �"J ( 1'7_ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TESCP Approved ❑ EXISTING REQUIRED DEDICATION RW Permit Required O Street Use Permit Req'd ❑ CITY ZIP TELEPHONE NUMBER ` l v Inspection Required O PROPOSED Sidewalk Required O w NAME _ c METER SIZE LINE SIZE NO. OF 1XTUIIES PRV REQUIRED a I ­YES W NO ❑ 3 0 ADDRESS REMARKS Z a w Z CITY ZIP TELEPHONE NUMBER �iryry J i L4 2 w NAME vesT./a�e�ts ADDRESS A 6 �/ /I`j O ENGINEERING MEMO DATED REVIEWED BY 0 U CITYAA� / ZIP TELEPHONE NUMBER FIRE MEMO DATED REVIEWED BY w Z O / 0 cc STAT LICENSE NUMBER / EXPIRA ON D TE R1/t ! I 1s c7 LL SIGN AREA SEPA REVIEW ADB N0. r [.. �✓ ! V ig ALLOWED I PROPOSED COMPLETE EXEMPT SHORELINE a Legal Description of Property - include all easements z O EXP n k. VARIANCE OR CU " PLANNING REVIEW BY DATE cc in O SETBACKS —FEET HEIGHT LOT COVERAGE ? a t7 FRONT SIDE REAR Z Property Tax Account .0,, . l lj REMARKS a Parcel No. / v (' �` )( ElNEW ®^ RESIDENTIAL PLUMBING / ElADDITION El El COMMERCIAL MECHANICAL 91REMODEL ElAPT. BLDG. El SIGN — ❑ GRADING FE( NCE El CHEC t BY TYPE OF CONSTRUCTION CODE/ OCCUPGROUNT P ,UP REPAIR CYDS. X—� DEMOLISH a INSERTEl SWIM POOLHOT TUB SPA IAL INSPECTOR REQUIRED AREA OCCUPANT LOAD YES GARAGE RETAINING WALL/ CARPORT El ROCKERY El RENEWAL R MARKS O PROGRESS INSPECTIONS PER UBC 305 Z (TYPE OF USE, BUSINESS OR ACTIVITY) ExPLAIN: J j OF o NUMBER NUMBER [CRITICAL OF DWELLING AREAS -Z-' CO 0 STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) FINAL INSPECTION REQUIRED 44 ._ ! 7174ti, I ,I i VALUATION FEE PLAN CHECK FEE BUILDING /+ • ©%�V �r D HEAT SOURCE: GLAZING % l -� - PLUMBING Plan Check No. / _ �": ,� MECHANICAL GRADINGIFILL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE ENO. INSPECTION FEE "Applicant, on behalf of his or her spouse, heirs, assigns and in successors in interest, agrees to indemnify, defend and hold w 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 PLAN CHECK DEPOSIT modify, waive or reduce any requirement of any city ordinance' V or limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE 1PJ�/ Inor provision." I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or the duly authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until state laws regulating construction; and in doing the work authoriz- AUTHORIZES THE signed by the Building Official or his/her ed thereby, no person will be employed in violation of the Labor ONLY WORK NOTED Deputy: and fees are paid, and receipt is Code of the State of Washington relating to Workmen's Compensa• acknowledged in space provided. tion Insurance and RCW 18.27. INSPECTION SIGNATURE (OWNER OR AGENT) DATE SIGNED DEPARTMENT q/// CITY OF OFF 1` 'S NATURE OA E le EDMONDS CALL FOR R EASED BY: AT ATTENTION INSPECTION _..--� "' Z ,r IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE ��� OwAo HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector UNTIL A FINAL INSPECTION lL A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — Owner GOLD — Assessor 102.87 ."44, A;PATE RECEIVED 5 PERMIT EXPIRES '? USE'S-,' PERMIT CITY OF EDMONDS ZONE NUMBER /- ADD 3UITE/APTtt ADDRESS yy�/ CONSTRUCTION PERMIT APPLICATION 1,4 � �J (91L OWNER NAME/NAME OF BUSINESS PLAT NAME/SUBDIVISION NO. LID NO. I mze� LID FEE $ W MAIL.-I^NG ADDRESS ., PUBLIC RIGHT OF WAY PER OFFICIAL STREET AP TESCP Approved ❑ qw PermM RegWred ❑ T ,....: EXISTING PROPOSED Street Uae ParmN Req'd ❑ sldewetInspectl0 Requlredy uired 0 CITY ZIP TELEPHONE c„ 2_, ._l - REQUIRED DEDICATION FT Underground Wtdng required NAME METER SIZE LINE SIZE JNO. OF FIXTURES PRV REQUIRED YES ❑ NO Z W ADDRESS REMARKS z OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE Z r W / �'� U*/�� S ' 7� l ( CITY ZIP TELEPHONE / / teilill 701YC 4- C NAME ' h ' I hi -1110 /r IJ ENGINEERING REVIEWED/DATE ADDRESS ¢o �X 4 FIRE REVIEWED BY DATE W CITY ZIP TELEPHONE C' M �.1 y (2z,, '53` ') 130 VARIANCE OR CU SHORELINE OR ADB(i INSPECTION RE BOND POSTED STATE LICENSE NUMBER EXPIRATI ATE I CHECKED BY . ,L l 0 YES O',',' SEPA•.REVIEW SIGN AREA HEIGHT V►II PROPERTY TAX ACCOUNT PARCEL NO. COMPLETE,' EXEMPT ALLOWED PROPOSED ALLOWED PROPOSED c� uj : t (20 I 19-- EXP R` NEW RESIDENTIAL Q' ".�OLUMBING / MECH LOT COVERAGE ALL pgOPOSED REQUIRED SETBACKS (FT.) FRONT SIDE REAR PROPOSED SETBACKS (FT.) FRONT L/ SI E REAR O ,.,. y COM LIANCE OR .AUDITION COMMERCIAL b''StH1M2GE OF USE 1770 I I Ia, IZI '71LI z PA ING REQ'D PROVIDED I�� LOT'AR_ EA `CL P G REV E DATE '4EMODEL APARTMENT OS� IGN g GRADING N FENCE REPAIR CYDS 0„( X FT) REMARKS DEMOLISH TANK a.OTHER • _ t3 WAY <A900 c) -- z 0 GARAGE CARPORT RETAINING WALL Q r RENEWAL �t(.t�i/! �' I 1, j o P (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN .. 2 CHECKED BY TY �ST%�UCTION A / C0 C:% OCCUPANT GROUP a f �+# r- L.� t_A I'L'` `.I.� °_4-1,C.'r w �l! , NUMBER NUMBER OF CRl TICAC " I; OF DWELLING ( I ;AIgEAS i3N pABER� SPECIAL INSPECTOR REQUIRED AREA OCCUPANT LOAD LOAD O STORIES UNITS YES i DESCRIBE WORK TO BE DONE " REMARKS 2 PROGRESS INSPECTIONS PER UBC 108/FI0IiAL INSPECTION REO'D o Vol Win t2i),04, IN A-U L, I I I qiw no 0 E. VALUATION FEE PLAN CHECK FEE r HEAT SOURCE GLAZING % LOT SLOPE % BUILDING C4 �— PLAN CHECK NO: VO.',$TTEED"D'A•TEE PLUMBING ' MECHANICAL THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS {ERMIT COVERS WORK;TO-' ; � BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC " DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEE !,ETC.) WILL REQUIRE GRADING/FILL SEPARATE PERMISSION. ';'. � STATE SURCHARGE. w PERMIT APPLICATION: 180 DAYS. ;; _ a PERMIT LIMIT: 1 YEAR - PROVIDED WORK IS STARTED, ITHIN 180 DAYS ENG. REVIEW FEES 1 �� SEE BACK OF PINK PERMIT FOR MORE INFO q ATION rn APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, A IGNS AND SUCCESORS ENG. INSPECTION FEE 'A W IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND.HOLDARMLESS THE CITY OF 0MMtA_PING $... �d EDMONDS,WASHINGTON, ITS OFFICIALS, EMPLOYEES,ANGENTSFROM ANY AND INroFr7inn�rcc ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING,P IRECTLYORINDIRECTLY ECEIPT = FROM THE ISSUANCE Of THIS PERMIT. ISSUANCE OF THI$,;PERMIT SHALL NOT BE PLAN CHECK DEPOSIT `! C DEEMEDT0MODIFY,WAIVEORREDUCEANYREQUIREMEN FANYCITYORDINANCE / s NOR LIMIT IN ANY WAY THE CITY'S ABILITY TO ENFORCE ANY .ADINANCE PROVISION.' RECE P ' TOTAL AMOUNT DUE J« i I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATIO�;;;:THAT THE INFORMATION AUTHORIZED APPLICATION APPROVAL GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AGENT OF THE OWNER. I'AGREE TO COMPLY WITH CITY AND STATE LAWS"REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PEQSON WILL BE EMPLOYED ,Bui ing Officialorhis/her Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF 1HE STATE OF WAdHINGTON RELATING TO FOR INSPECTION receipt is acknowledged in space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. A O, 1 IALSSIGNATUR DAT URE (OW O/ AG NT DATE SIGNED r �SIGN yR A 77`1 0220 RELEASED BY DATE' ATTENTION '. EXT/333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING';OR STRUCTURE UNTIL 771 -0221 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW - INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK - OWNER GOLD -ASSESSOR 5/98 C S -- �-f-�6 LL lrrnit > !!M25, TZ?W, R3E, V.M., OtSCRI etc - o ► nit o y � ::.CrrArrtrtr rra AT -mac Sc 'rwot*T coR~cN1 e► ai►Ic SUeDIVISIONi TNCNct S 88'54N23"E, Al T' �011TN1 LINK OI iA1C S so:v11110N, 30.00 rttT; THENCE N O*W'3S'"E, PARALLEL VITH THt MIST LINK Or $AID SUSOI V13104, 995,62 FEET TO'THt TRUE POINT Or 8f41NNINdj Twice CONTINUING N O''.l $35"E, 165.97 FEET; THENCE S 88'52141"E, 297.04 rccT; TH[Nct S 0'31155"w, 165,95rEtTi THt.NCt N 88'52127"W, 296.99 rttT TO THE TRut POINT Or ®tG KNOW AS TRACT 47,_ONAVU PARK AN INNING ALSO KING � UNRlt0R0BD PLAT). SITUATED IN SNONOMISH COUNTY, WASHINATON• SCALE! 1" 40.00 rteT APM t 20 1963 0� R N S 88 ° 52'41 " E 297.04' '/48.52' lU N p V� ��J / •' V I V N Oh I ON /48.52' R . XA m N 20Ingr-ess , E'gr,esS 0 �t'y Evscmenfi -- . 30' 14 �', /4 8.50' 30' 88 °52' 27" W 296.99' 30' 220 -t=h. S-h S. W. "'—5.1/V. COl". 01_' S VV %4 NE 114 Scc. 25, .7.Q3 EE, W. &4. y Ml U � :�t 4 � `•e �c ?l� 3 i963} 0 ►`' CI OF EDDM, O�NDS ...�lG! ' 8Y•M 1 L...............- 0 O �i 0 m o O ro cr) Joe No. 2456 REED, MIDDLETON & ASSOCIATES Consulting Engineers Rand Surveyots S24 Main St PR 8.1171 EDMONDS, WASHCNGTON '� o" 10 148,51 0-71 "`' �• •• . . � ' ------ Vt:�7f'h1Du.....__,__y ' �j/��?fl ,I.� CIE � � ` • . . . " ' ' . : , �' 8= I r � - • 'r��<�; ,,".,,,Y � ,4. �. r�--� ._•�a•tr.l���lnim.�„tc� �, �'i"f�•72;. ,� to `•<�;'�:� fi,�i � / . � - _ 1` f ' -� i ' iti:, G`\4 *r�'`+'^v'2 -•'�f I, f tom••_-.W� , , . - • .• N fl • I f •t� J t, . r/� W ,-jam-» ' Lr. r.-/ � r ,I�I: 1 �+u •' ' . •' ...._� is S'..':''ti p.ah}, �� "i; ;'>:: .�.?, I• ' • . .• • , _ ' . "� � y + �'��>a `"�}� 4'�`i? ,k�`:� . } t :z{ F � o c� `+ :. ``�.�55. •i :,. "�; � ��'�'% ,�,} Y ,�•� -••-. ,,,r•. ,--. ,.,j .. • , . 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NHY� ��� ,�K 1� ` I I • ' •. �r �'•R.C6wY.t"•••cl'SyM� �l'M'�•1''�'�7,�''q'*,��'•?•yt�, `. .ate'• ��'• • ' I . � �'t` •...3.�`v •',dry+ $,k?• 'h a / A •',.•!,�:4�. (h\,�, ,pit {i� � I. ,,1 � i � ? s�4'1 . t ' ti, �7. }T,'S�� #€ �w1•'Y�t1 / 1 • > ,`'. � a � • i`S� of ' y},� I � i �_._iJ�.�•—,/�. .ii��.. � '_'�"-', _ �•�,.,� - ••r ., .Y^.-r.•`••Mir1_.. • .• . A .'J J�X � .. -. r. ---- �,, — .� .....�—_ _ � � - — _ -- 148.49' W ; SETBACKS: FRONT SIDE- BEAR — OTHER. Fly Lel HEIGHT itv vcinity ma �� N� tU t->psl , OWNER/CON!TRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 10t M�rD K ML L- EDMONDS 100E HEIGHT CALCULATIONS A _ 100.25' B _ 98.5' C _ 94.75' D _ 92.0' Avg. = 385.5/4 = 96.375' Average Grade - 96.375' Actual Ridge Height = 116.75' Maximum Allowable = 121.375' IMPERVIOUS SURFACE CALCULATIONS All the following were existing prior to 1977: Building structures (to roof line) and decks = i 1950 sf All driveways, patios and walkways - i 5410 sf Total existing impervious surface area = 7360 sf Proposed Impervious Areas (2001) I Main Level Spa Enclosure of 151 sf = No new Impervious Is located above the existing concrete driveway access to the existing garage. New 2x spaced deck w/ entry roof - p - 243 sf New concrete walkways and stairs = � 235 sf Total proposed new area = `' -s 5-79 Subtract existing decks and walkways = i 300 sf to be demolished i� TOTAL NEW IMPERVIOUS SURFACE 57q �. ...... _.... PROJECT INFORMATION Jurisdiction City of Edmonds Design Code 1997 UBC Zoning RS-12 Construction Type V-N Occupancy R-3 Lot Area 12,325.5 sf Minimum Yards Required Proposed Front 26, 26'-0" min. Side (south) 10, 10' to 12'-6" Side (north) 10, 13'-6" to 17' Rear 25' 80' to 86' Maximum Building Height Allowable 25' Existing 19%4" above average base grade Maximum Lot Coverage Allowable 35.011/o = 4313 sf Existing 16.0% = 1950 sf As Proposed 17.2% = 2120 sf Floor Areas (All existing) Main Level 1365 sf (conditioned) Basement 815 sf (conditioned) Basement Garage 530 sf (unconditioned) Proposed New Areas (No new conditioned areas) Main Level 151 sf (unconditioned spa enclosure) Entry Roof 160 sf (no wall enclosure) Entry Deck 187 sf RENOVATION Demoiitloh: Contractor: shall verify all existing conditions before commencing any demolition. Shoring shall be installed to support existing construction as required and in a manndr suitable to the work sequence. Existing reinforcing shall be retained undamaged where noted on the plans. Demolition- debris shall not be allowed to damage or overload the existing structure. 'Limit s construction loading (including demolition debris) on existing floor systems to 40 psf. A. 'All new openings through existing concrete or masonry walls, slabs and beams $half be accomplished by saw cutting wherever possible. B. Contractor shall verify all existing conditions and location of members prior to cutting any openings. C. Where now reinforcing terminates at existing concrete or masonry, provide epoxy grouted bars Into tho existing,to match horizontal reinforcing, unless otherwise noted on plans. Contractor ahatl check for dry rot at all exterior walls, existing toilet room floors and walls, areas showing w,,.,ter,stFalns, wood in contact with earth, i nasonr=y and concrete and all wood members in damp basement and crawl spaces. All rot shall be removed and damaged members replaced or repalre r Gs -directed by the architect. Ccontractor.shall verify all existing dimension's, member alzes, and conditions prior to commmencing any work: • eJt dimensions of existing construction shown on the drawings are intended as guidelines only and must be verified. The contractor shall bring all conflicts and discrepancies to the attentio ; of the architect. GENERAL NOTES Do not scale drawings; verify dimensions before proceeding :with work; consult with Architect regarding any errors. N.T.S. donotes "Not to scale." 1N.I.C. denotes "Not In contract." All construction shall comply with the latest edition of the UnIform'1301ding Code (1997) and the City of Edmonds Zoning Ordinances.. All electrical and mechanical work shall comply with all local and state,c;odes and are under separate permit. Systems are to be bidder designed. Subcontractors shall be responsible for securing required permits. --The contrc•'. tdr shall (ndomnify and save the owner and Architect•he.irrrtlu ss from and agairyst any damage, cost or liability for injury or death to persons or . damage to property caused by the negligence of the contractor, his agents, employees or subcontractors. EG:- L. DE.SC11I.PT-ON ITT-163C-.1). ALL Tl-I PTN SW1/4 NE'i/4 DAF C0M SW �OR SD SUB- Tit S 88'54' 23E ALG S LN SD SUB 30 FT `TH N00'30' 35" E PLW W LN SD SUB 1078.82 FT TH � 88' 52' 27" E 148.51 FT TO TP13 TH CANT S 08' 52' �7" E 148.51 FT TTf S 00' 31' 55" W 83 FT TH N 88' 52' ?7" W 146.49 FT TH N 00' 3 V 15" E 83 FT TPB �AX , PAKEL NUMBER t52703-1.096-0000 bWNER/ADDRESS Gaqe Andrews/Marcl Ness 1017 9th. Ave. S. Edmonds 98020. 1A1 SITE PLAN, PROJECT IWORMATION iA2 LOWER LEVEL PLAN., FOUNDATION PLAN IA3 !WAIN LEVEL PLAN, MAIN LEVEL FRAMING PLAN JA4 ROOF FRAMING PLAN, STRUCTURAL NOTES !AS EXTERIOR ELEVATIONS, BUILDCNG SECTION ;A6 WALL SECTTIONS, DETAILS _................. ........ .... ._._...... ..... _... l I AP VED By PLANNING RECEIVIFD M�"�Zd DEVELOPMENT SERVICES CTP CITY OF EDMONDS r w ' Z (/) ZZ N �W,, Lr) . 00 Z UJ W 1-- r/ i 1 W W VT' W Z Mwr ,d N 5 C/) •j.��,�+• 4 4�4 LAJ Mw 3 0 h I p CC ,J W i 0 i W CC I c/) ! 3 W. I Z 0 Z .. f ` 0 .7 a f „I z W � I W CC > vi Ell O 0 Z w 0 ft�. OctW revisions permit Z-OZ/o r sheet no. /.\,I // job no. of \l i RECEIVED MAR 1 3 %n"1 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS l l _yam `z U -74 1 RS -- I G„o.NI Y-.(.�.-F SE'KS: t LA r RESPONSIBLE OR EROSION CONTROL AND DRAINAGE __,.h,-....�.91....�+,r9+�..-f,i,-I«•nr'"---...,,.br9-tz.�l-_-w..v.:rit-I.y�..---�--- vein�t� mrap GcOT2w 4 , 1s a(s't: 54�` 1�;J KY, E ONI, SETBACKS: FFOIN T SIDE REAR OTHER HEIGHT lot map KrROLL EDMONDS 10B E HEIGHT CALCULATIONS A = 100.25' B - 98.5' C _ 94.75' D - 92.0' Avg. = 385.5/4 = 96.375' Average Grade = 96.375' Actual Ridge Height - 116.75' Maximum Allowable = 121.375' IMPERVIOUS SURFACE CALCULATIONS All the following were existing prior to 1977: Building structures (to roof line) and decks Ali driveways, patios and walkways = Total existing Impervious surface area Proposed Impervious Areas (2001) Main Level Spa Enclosure of 151 sf = Is located above the existing concrete driveway access to the existing garage. 1950 sf 5410 sf 7360 sf No new impervious New 2x spaced deck w/ entry roof = 243 sf New concrete walkways and stairs = 235 sf Total proposed new area = S1 Subtract existing decks and walkways i to be demolished TOTAL NEW IMPERVIOUS SURFACE - f PROJECT INFORMATION Jurisdiction City of Edmonds Design Code 1997 UBC Zoning RS-12 Construction Type V-N Occupancy R-3 Lot Area 12,325.5 sf Minimum Yards Required Proposed Front 25' 26'-0" min. Side (south) 10, 10' to 12'-6" Side (north) 10, 13'-6" to 17' Rear 25' 80' to 86' Maximum Building Height Allowable 25' Existing 19'-4" above average base grade Maximum Lot Coverage Allowable 35.0% = 4313 sf Existing 16.0% = 1950 sf As Proposed 17.2% = 2120 sf Floor Areas (All existing) Main Level 1365 sf (conditioned) Basement 815 sf (conditioned) Basement Garage 530 sf (unconditioned) Proposed New Areas (No new conditioned areas) Main Level 151 sf (unconditioned spa enclosure) Entry Roof 160 sf (no wall enclosure) Entry Deck 187 sf RENOVATION Demolition: Contractor shall verify all existing conditions before commencing any demolition. Shoring shall be Installed to support existing construction as required and In a manner suitable to the work sequence. Existing reinforcing shall be retained undamaged where noted on the plans. Demolition debris shall not be allowed to damage or overload the existing structure. Limit construction loading (including demolitton debris) on existing favor systems to 40 pal. A. All new openings through existing concrete or masonry walls, slabs and beams shall be accomplished by saw cutting wherever possible. B. Contractor shall verify all existing conditions and location of members prior to cutting any openings. C. Where new reinforcing terminators at existing concrete or masonry, provide epoxy grouted bars into the existing to match horizontal reinforcing, unless otherwise noted on plans. Contractor shall check for dry rot at all exterior walls, existing toilet room floors and walls, -areas showing water stains, wood In contact with earth, i nasonry and concrete and all wood men nbers in damp basement and crawl spaces. All rot shall be removed and damaged members ropiaoed or repaired as directed by the architect. Contractor shalt verify all existing dimensions, member sizes, and conditions prior to commencing any work. All dimensions of existing construction shown on the drawings are intended as guidelines only and must be verified. The contractor shall bring all conflicts and discrepancies to the attention of the architect. GENERAL NOTES Do not scale drawings; verify dimensions before proceeding :with work; consult with Architect regarding any errors. N.T.S. denotes "Not to scale." N.I.C. denotes "Not in contract:" All construction shall comply with the latest edition of the Uniform Building Code (1997) and the City of Edmonds Zoning Ordinances. All electrical and mechanical work shall comply with all local and state codes and are under separate permit. Systems are to be bidder designed. Subcontractors shall be responsible for securing required permits. The contractor_ Shall indemnify and save the owner and Archttec'i harmless from and against any damage, cost or liability for injury or death to persons or damage to property caused by the negligence of the contractor, his agents, employees or subcontractors. 4GA.L Df-SCRIPTI.ON 1 T-183C-1). ALL TH PTN SW 1/4 NE-U4 DAF COM SW ;Coll SD SUB TI-I S 88'54' 23E ALG S LN SD SUB 30 FT 111-1 NOO'30' 35" E PLW W LN SD SUB 1078.82 FT TH b 88' 52' 27" E 148.51 FT TO TP8 TH CONT S 88" 52' 7" E 148.51 FT TH S 00' 31' 55" W 83 FT TH N 88' 52' 7" W 14B.49 FT TH N 00' 31' 15" E 83 FT TPS �Ax PAnCEL NUMBER 252703.1-096-0000 bWN'ER/ADDRESS Gage Andrews/Marcl Ness 1017 9th,Ave. S. Edmonds 98020 Al SITS PLAN, PROJECT INFORMATION IA2 LOANER LEVEL PLAN, FOUNDATION PLAN. JA3 MAIN LEVEL PLAN, MA11N LEVEL FRAMING PLAN (A4 ROOF FRAMING PLAN, STRUCTURAL NOTES !A5 EXTERI0.`R ELEVATIONS, BUILDING SECTION A6 WALL SECTIONS, i?ETAILS I PAWNT11,141 � 1va, RECEiVED MAR 13 2001 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS e qi LO r ZCNI M d. y Ln Cn rrr O� O Z w (n ch W C CC Q W W 4 W d ©" W U rn W W 3: _ �,) Z c to icc i � 1 C1 Gl rC� .., W i C� c i 0) z (1) O W X j Z ?. � ~ W F �/� C0 Z u f' W 'd 6 Q O z M Gam- , W revisions permit sheet no. A 1 job no. of 7 pplle�6 eme# AmIrIOXI :51 T,-e- iv, RECEIVED MAR 13 2001 DEVELOPMENT SERVICES CTF. CITY OF EDMONDS