Loading...
1103 12TH AVE N.PDF1103 12TH AVE N ADDRESS: TAX ACCOUNT/PARCEL NUMBER:' / 0— 54/S —/ �f 7 0 `7 BUILDING PERMIT (NEW STRUCTURE):( COVENANTS(RECORDED)FOR: CRITICAL AREAS: DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DA PARKING AGREEMENTS DA EASEMENT(S) RECORDED PERMITS (OTHER): PLANNING DATA CHECKLIST DA' SCALED PLOT PLAN DATED:_ ' AP- - rS AU 7 SEWER LID FEE S: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: �1:26 SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DA L:\TEMP\DSTs\Forms\Street File Checklist.doc .. usF. Pu.rair W-5 =� NUMBER BUILDING DEPARTMENT I InsideHeavyll -- PERMIT APPLIC/aT10'id NAMIE (OR OF BUSINESS) TS.LIMV�0E ;-A ED) W MAILING ADD -S I (� PUBLIC RIGHT OF WAY PEr1 ORDINANCE NO. G CITY TELEPHONE NVMBER EXISTING RIGHT OF t•:" (LCw�-\O ,� -> PR OPUSEO RIGHT of s': NAME _-- OE FI CIENCY OF RIGHT OIWAY O� N Y nN0 T V �Ca'-'lay I-(. $TR CET;VTILIT'.' WVRK 4[OU'REO ° W ADDRESS I_1N0 1• PERMIT FOR WORK IN PUBLIC R/a:' $YES V Z aVE$ L1 NO - �— TELE PHONE NUMBER Ur(OFRGROUND WIRING RCOUIRED J ¢ CITY Al ves ❑NO al < t \ 1 lJ(�•-1 CONNECTION TO SANITARY SEWEri ] 1 ❑VCR ANO SEPTIC TANK PERMIT REUUtRED NAME S EP'fIC TANK PERMIT NO. It 1`��y�—�� G ADO. ESS SEE MEMO DATED > V RCMnRK$ < A TE LEPHON F_ NVMBER � r' I � CITY I E N f s O U CITV LICENSE CHFC EU BY STATE LICENSE NUMBER �• L ) METER SIZE BUILDING SUPPL, SIZE ¢ CPC atcl— 10_ W Legal Oeuriptier. of Property (Show Belew or Attach Four Copmsl I --- —_ L < t �2�5:�'tisr SLFv LAZCR 1'\Eo2o •_'N V, RCVIEW AOB NC. CJ 1 g�G,V A.iEA y ALLOWED PRJPOV=O I CO"IPLETE CXFIAPT �� I w - i ���_ 1 u W W J D RCM AIi K`. U - LA rvNING RZVICW BV DATE W 'Jq RInNCC OR CV J 1 �--"'-'--- LOr COvTRAGE r� Y�AR�D^$ .-- C/(,I oK i F'RON'f I a GA$ -- 'EIGHT © RESIDCN j AFIRE ZONE TYPE OF CC�`ISTRUCTIDN COOSNEW \1 . V❑NON-R ESIDC❑SIGH �, � OECVPANCY OCCUPANT 1 1 I ADC (� ❑ RETAI M1ING SPECIAL IN'pCaTOH� _- GROUP 'T'' LOAD OCMOLISH WgLL :VEDY IREC --11 zq-rl �_1 v - k ❑ ALTER ❑ EXCAVATE �_ 'PLAN CHECKED By iF11C SITE I' LOCATED I ALES CLAN oR FILL 'n OF EDMCN.:S. LG- PR E-MOVE SWIM1I 4 - SHOU:-D �4 CUPEC 31.04. El REPAIR ❑ E] INSP. --•�-- C F p n ,Utt? of1.�111QQ �r1a NUMBER OF STORIES DWELLING -L UNITS F TVRE OF W NAOR. TO RE DONE < \\ t` 1V0-�. �I \ r'il F (•LqN CHECK FEE VALUATION FEE - P rio POSED VSE Z a Flu -= n FSe `, t c�a-ram A -- ° PLOT PLAN INDICATE BUILDING SETBACKS, BUILDING .!'41, -. J ABUTTING STREETS - W u PLUMBING W - D MECHANICAL 11 --- f --- FENCE _ Z ' I REE I _� TAINING WALL I JI --ING Pool I =- _ ---' TO,rAL .OUNT DUE 1 hzreby �nn•.cicd er that 1 have read this application; that the m- 1 formation civ:•:I h Correct: and that I ant the owner, or the dih' author aT7ENnotn APPLICATION APPROVAL ized aecnt of �:'= I•wner. I agree to congl h' with city and state laws rraua prrnait latinc a•rol ,:: and in doing the Work authcrizcd thereby, no Pe This hCatior. IS rlCl a -TIIIS PERMIT 3pp • t wdlbeemPlu: ,,'n violation of the Labo<<!,lte 'If lI1C State Of \�'ai111R,L't•)rl AUTHORIZES I tlntll signed bV the Buil:ine Official Or re'l1ing to Ro r.<n's Coanpensation lnsur:mrc' 1 aild Ites are paid. and I NOTE: Pi•rniit limit One Yearwx rpt oL�tou nONc and ;:ILL ONLY THE Ill\ LepillV, PLR>11T5 aY'u il. :: eondition5l use Permit, ' %ich shall be completed in 90 wo:IK No�Eo re Leipl is aCknUtt'I2dECd iu space pro- vided days; ?IOv LI)"i iiiiILOINGS shall vnlllplel(•d in <I\ m!`n:h(.1 INSPECTION UIREOT Ii'S IC CITV E DSIG nE�I DEPARTMENT i ATE ! SIGN aTVRE l(-"^� i CR�:AGE`ITI rI' ��'', :�. II, •, .` CITY O l 1 ! -� •�c� `_ ._I...... '. at li '1 EDMONOS this r-11 co+on work tB lie done on privatp e probrt* ONLY. 775-2525 I /, AnV e•(Iatn•eliun on she Pu67ic'dbmain Icurhe, s.disweik.; ci,W evs. L_---> 2 marquees, ate.l will require separate permission. ORIGINAL - FJc YELLOW - Inspeatnr I rcr.!TION PINK - Owner GOLD - ASSp5s0. LJ - uaanl 'fi7 USE OCCU%Y A RUILOING OR STRUCTUnE . _ _ — -- ePpRC\,L OR �. L`EGA�ftjpl-jONS FOR A/B ASSOCIATES ENTIIkL PF.OPERTY Depot — � , Puget Sound N,...:h i very 'Jolume 5 of Plats, page The south half of the west half of Tract L. Five -Acre Tracts, according to the lat recorded in Uashin9ton: 11'%, records of Snohomish County, EXCEPT the cast 132.0 feet thereof; Situate in St'ohuu+ish Co,:�,ty, Washington. PARCEL A feet of the south :calf of Tract 27, Puget Sound Machinery r; according to the plat thereof recorded in 'Jolume. 5 The west 80.0 Depot Five -Acre acts, Washington; o,`' Plats, page 1�7, records of Snohomish County, SUBJECT TO an easement for ingress, egress and utilities over the south 15.0 feet of said M;est 60.0 feet, and TOGETHER WITH an casement for ingress, egress and utilir.les over the south 15.O feet of the west half of said Tract 27; EXCEPT the west 80.0 feet thereof, :end EXCEPT the east 132•O feet thereof;. ngton. Situate in Snohomish County, pzm%om r� N nr- t mzA vam . Ql caa� WAUMPM DnTF G> 40TREET RLE to ,. BUILDING DEPARTMENT Applicant Fill DOE �] PERMIT ZONE � Y �` NUMBER 1 PERMIT APPLICATION Inside Heavy Lines /1✓� aDB ADDRESS .s-' , l o � AvE NAME (OR NAME OF BUSINESS) LEGA tOT ES ❑NO PLAT NAME SUBDIVISION NO. W S U I c.tcr 1 MAILING ADDRESS //��/7/L �• Iv` C Y TELEPHONE NUMBER PUBLIC RIGHT OF WAY PER ORDINANCE NO. 1 L EXISTING RIGHT OF WAY PROPOSED RIGHT OF WAY NAME F u F 2 DEFICIENCY OF RIGHT OF WAY 0 N Y E 0 3 ADDRESS ,' STREET/UTILITY WORK REQUIRED ❑YES ❑ NO PERMIT FOR WORK IN PUBLIC R/W ❑YES ❑NO U R UNDERGROUND WIRING REQUIRED ❑YES ❑NO U CITY TELEPHONE NUMBER Q CONNECTION TO SANITARY SEWER ❑ YES ❑ NO J m SEPTIC TANK PERMIT REQUIRED ❑YES ❑NO a NA E 0 J . TQLS SEPTIC TANK PERMIT NO. ADDRESS U U Q Z zo ZZ / SEE MEMO DATED 01 Cl CITY Fomanigs TELEPHONENUMBER 7 2 -G NOS REMARKS -� STATE LICENSE NUMBER CITY LICENSE NUMBER CHECKED BY D 3- o l Pq—C1--Ts - 6 Le al Description of Property (Show Below or Attach Four Copies) METER SIZE BUILDING SUPPLY SIZE A TO C((z b REMARKS I�5 C... u:JO W 0 Aose 13,136 S tp-\J ► o c - Fba L_ SIGN AREA ENV. REVIEW ADB NO. F a_ E ALLOWED PROPOSED COMPLETE EXEMPT U VI W I SHORELINE 0 J a REMARKS W w J VARIANCE OR CU PLANNING REVIEW BY DATE YARDS /FRONT 'SIDE REAR LOT COVERAGE NEW RESIDENTIAL ❑GAS LINE FIRE ZONE TYPE OFCONSTRUCTION CODE HEIGHT ❑ NON'' -RESIDENTIAL ❑SIGN ❑ ADD .� DEMOLISH ❑ RETAINING ❑WALL ALTER ❑ EXCAVATE FENCE X—�) OR FILL SPECIAL INSPECTOR REQUIRED ❑. YES ❑ NO AREA OCCUPANCY GROUP OCCUPANT LOAD PLAN CHECKED By THIS SITE IS LOCATED IN THE CITY PRE -MOVE SWIM REPAIR INSP. POOL OF EDMONDS. LOCAL SALES TAX SHuL1LD BE CODED 31.04. REMARKS Z 0 I- a U U VI W 0 I- Z W F C Q a W NUMBER OF STORIES NUMBER OF DWELLING UNITS NATURE OF WORK TO BE DONE m 0 0 I- PLAN CHECK FEE - VALUATION FEE --- PROPOSED USE Z W PLOT PLAN INDICATE BUILDING SETBACKS, ABUTTING STREETS) BUILDING i O U N W 0 m 0 PLUMBING J W � W MECHANICAL FENCE F Z SIGN D 0 0 N i "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, Its officials, employees, and RETAINING .WALL .`;WIMMING POOL Qagents from any and all claims for damages of Whatever nature, ' " �" !i' ..'f lllllll,'!i`.' Ir•.1;1� IIbJ 1�?ILInCY I Ihl� f __ -___- %PUBLTC WORKS DEPAkq",,ENr CHE �j ��.�� Date BUILDING PERM= REVIEW l Lns 12�1 �y�.14Address lig Street Right -of -Way Existing _ REQD Access. Easements Existing REQD , Utility Easement Existing REQD � Lot per Subdivision Plat Assessor Map Site Plan Checked for Accuracy Underground Wiring Reqd. Check Accuracy of Legal Description 72—-'�{ Environmentally Sensitive Area x.Environmental Checklist Reqd. ,. Flood -Hazard Zone "Shoreline Management Area Slope, Soil, Vegetation Stream, Creek, Drainage Basin Existing Zoning Per Code Amenities Design Board Approval Re �' ADB # Approval Board of Adjustment Approv Reqd. Review By: Date: A Existing Water ilain Size Water Main Reqd... Service Line Reqd. �i Hydrant Size Existing Hydrant Reqd: Per Fire Code SizeX.` , Detector Check Meter Reqd. - (jY?_ '�i��iP Gs�P iA�'L T�''ABov� Azma �Pix Cross Connection Inspection E Fire Department Comments vsfCv�jk /,vim Water Meter Charge.Regd. Review by: Date: 2-2,4 =-9 . -- — — — i s "Septic Tai-��_D_e ign-ECpproved---------------- ---------mate; Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Proj. Drawing No, File No. Side Sewer Availability W = Sanitary Sewer Connection Fee Reqd. �= Review'By: Date 11 Omen Ditch Existing Reqd. Culvert Regd. Size c� Catch Basin Reqd. ;' Indicate on Site Plan. ry C) -H Shoulder drainage nkrint i n gollect�.I-i swale open runoff Mcu-thol.e regd. Indicate on Site Plan Soil Conditions and GFoun ter Field Checked Y Da Street Paving Regd. H Curb'and.Gutter Regd. w Sidewalk Regd. w ` Curb Cut for- -Driveway Reqd. 1 c4 Right -of -Way Construction Pennit Re d. ' t-+ Bond Reqd. for Public Imprown-ents t Street: Name Sign Reqd. i cn Regd Othc}r� F �Sigpirng ; f�% ;:2 .iv:� Pre Permit Site Inspection rrL•nde on a BY: SM- :'%K U ' Ii1 a WATER F cnF '-► ; S'I.TZ TT ENGINEERING a S C'C1.Z1 Re uirClik'nts listed in me p q �rro to Conimmity Develop m nt "De-partznerit, . Bi d ldinc, Division F BY, Date o 1. All itc-ms filled in on Building Permit Application a c; ` (BY Date t Drawirq s Stan -pod and Notations t'T`•rcle F w. KI BY Date N .,54 Approved by Public vbi.ks Deparo-rent Re iscd: l.v 10-1977 N �64 L: M,,; \S 101 cc 6&ACle, I 1 4Ail 16 y-y 0 ENGINEERING I IREMENTS 1,10R BIJ ILDIN(; P, CiTy Of' E! I' l0tfIJS PUI3LIC 1'10RKS 1)1:;PAR'11-11;*Hl' P APPLICA`1'ION DATE: S_ Z9_ ZT_ SUBJECT: Aye Subdivision Plat PRD Multiple Connierci.al G D- ERAL REQ11IRLTv1L:I `FS Coordination of the location or an.,✓ structure with respect to utilities, streets, property lines arid driveway Parades is the responsib:'_lity of the contractor. The ccnstra,:tor is required to keep the abutting street cleaned of dirt and debris caused by the construction 7:30.200 Violations - Penalties 7.30.290. A "Right-Of-1-1ay Construction Permit" is required from the Engineering.Division of Public Works for any work within the Public. right-of-way or public easement., 7.30.010 Violations Penalties.7.3O.29O. SPECIFIC REQUIRS%1ENTS UNDERGROU11D POWER . ❑ Underground Wiring Req'd ❑ Not Req'd SANITARY . SE1, ER (PER:.1IT REQ I D ) ❑ Connection to Sanitary Sewer Req'd ❑ Back Water Valve Req'd on Side Sewer ❑ Septic Tank Permit Read. Desipn Approval Read Approved Dt. STORM SEWER SYSTEM . (1'ER CITY CODE ❑ Drainage Flan Req'd ❑ Site Drainage to be Contained on Site ROADWAY Z•1P1ROVE•1L1T1'S AIFD DR:PIEWAY R]TUIR.DIEIJTS Driveway Slope Not to Exceed 1110 ❑. Driveway Fav l rig Req'd ❑ Vertical Curb Req'd ❑ Street Pavii-v, Req l d Permit Humber ❑ Drainage Plan Approved Dt. ❑ Site Drainage to be Connected to City System ❑ Driveway Culvert Req'd Size ❑ Sidewalk l;eq' d' ❑ Approved Des it.,)i Re I d ❑ Bond Re,gld for Public Improvements ❑Submit'Cost Estimate Note :-I-' ,r. _.r�n�ALt- Rf•1 )Sag 1} u Z `, Ala. Lir>>� 1 Inspections Fenld., Engineering Division ❑ Foundation ❑ Side Sewer Septic Tank /^s Water Service ❑ Fire Protection ❑ Drainage ❑ Site Improvements - hour notice is required for inspection by Engineering, call 775-2525., extension 220. • r FRED F. HERZBERG, P.E. %'- 0.. • sae {v'}1 .. `V'<City Fivilloor. - 0 Lu O Z z � cn w � w LUZ O w Q m a 0 ye ow taut to ROW906 on pdvot p Ay. 0 Pam ®wmQrabr dIC Iuur mg (� 7 perm. laws. -- — — — c-- o Irom @balm mot my My maht GLWTTERSNEC � O � Zn X op, I h1/9� l , . I "v - msvd G ftNcE, MIA Agi-e ebeWaA* / L IA'r v Or,& • [bones frd.�G'Pi�C�1[_ P raG,6fUA* UAV99 >ZDIUAiD �d.tyCCOz(G�L �F.R�IIC.� JAN 07 2008 �yINSCD E QO o U 1'io N N �04WA id E TIC t�r•1 I K _� III►-PINfr � (INe.6ni(A46) gv.VA -t c oLos PLOT PLAN iff— 20E-Olf 0 a!OJA G' ftAce, �� �• L.AGK Pam: �DrDr� �fiA16r �lS � � .ZI �Q ch OXMII qAr T IL,95F WA 1 00. C, ` ` avA1 ��' lh1"IL�Ti N1� j •.t� wArwUAF- 1` -74 . PROPERTY OWNER: Mr. & Mrs. Stanley Hovik PROPERY ADDRESS: 1103 12T" AVE. N. EDMONDS, WA PARCEL TAX ACCT. # : 00.5489.00002707 HEIGHT CALCULATIONS: DATUM POINT @ MANHOLE COVER = +100.00' A - +92.18' AVERAGE GRADE: = +93.36' B = +94.23' ACTUAL HEIGHT = +115.68' C = +95.6' MAXIMUM HEIGHT = +118.36' D = +92.43' IMPERVIOUS SURFACE CALCULATIONS EXISTING BUILDING ROOF OUTLINE: 2712 SF. (BUILT 19781 EXISTING COVERED PORCH AREAS: 324 SF. (BUILT 1978) EXISTING DRIVEWAY AREA: 1420 SF. (BUILT 19781 EXISTING PATIO. SWIMMING POOL & SIDEWALKS: 2661 SF (BUILT 19781 EXISTING ROOF DECKS: 276 SF (BUILT 19781 PROPOSED ADDITIONS: FAMILY ROOM - 28 SF; ADDED ROOF OUTLINE AREA: 48 SF. MASTER BEDROOM - 126.42 SF; ADDED ROOF OUTLINE AREA: 0 SF 1 ` IRMI A DINT - a loo.v' (G�1�1T�K cF rAtil�ot cc�uE•+� c_. N •Q of —1 1Z�= F�NI£t�LW! - 1�1o2`f4 90q1*r-'t7 !2.20'0 1 19 HEIGHT CALCULATIONS DATUM POINT @ MANHOLE COVER = + 100.0' A= +92.18' AVERAGE GRADE = +93.36' B - +94.23' ACTUAL HEIGHT = +115.68' C - +95.6' MAXIMUM HEIGHT = +118,36' D = +92.43' FOR INSPECTION (777 z3a vj *PLANNING DATA 6 11 STREET FILE I SINGLE FAMILY RESIDENTIAL Date: Name: P (// � O_ Site Address: /0 3 [Plan Check # OE) 7 Project Description: pti - on: 0 chi Reduced Site Plan Provided: NO) zoning: 2 S, Map Page: Corn_S/ Flag Lot.- (YES Corner00) Criti Areas Determination ff: /10 0�ev-�- 11 Study Required Waiver L C t) �J S terming rminai Exept El Needed (for over 500 cubic yards of grading) 0 Fee C-1 Checklist 0 APO List with notarized form Required SX1back 5 Street:0 Zs— Side: C) Rear: Z S— Actual Setbacks-__ Street: Side.- Rear. 0 Detached Structures: El Rockeries: .4/ dA e C1 Fences/Trellises: El Bay Windows/Projecting Modulation: El Stairs/Deck: Building Height Datum Point: MH Datum Elevation: f 0 0 Maximum Height Allowed: U g-�6 Actual Height: Other - Parking Required: Z Parking Provided: Lot Area: /0 Maximum Lot Coverage: 35% Proposed: 7, Lot Coverage Calculations: CXrS r^)A a ure- 2-1 (6 ADU Created: (YES Subdivision: 1VC9 Legal Nonconforming Land Use Determination Issued: (YES 1 1 / COMMents % 'e 17 " Ca1U -A 92. f f qq,23 3. 36 D 12- q3 Plan Review By: pwrvnkq Data roan 04-11 d6.doc H The City of Edmonds Side Sewer Drawing EASEMENT NO- -------------------------- NEW CONSTRUCTION REPAIRS ❑ LID No. - ...... -------- - ASMT. NO. ------------------ OWNER ---- k�—JERz ------ - - -------- CONTRACTOR ------- 7- <=*�4.... PERMIT NO. 6n--Z4- ......... JOB ADDRESS ..... tj<=j.5 ...... --------------- LEGAL DESCRIPTION: LOT NO. ----------------------------------- - BLOCK NO. ----------------------- ------------ ............................. �............................................ ------------------------------------ NAMEOF ADDITION -------------------------------- ...................................................................................... PWW-9001-11/75 (REVA 1/78) Approved: DATE ZBOO� --- ......... -------------------- a CITY OF EDMONDS PUBLIC WORKS DEPART. FOR INSPECTION CALL ft permit SIDE SEWER PERMIT 775-2525 Ext. 220 Issue Date MWAWAW PERMIT MUST BE POSTED ON JOB SITE *_ j 1. Address of Construction M6 -;?, -- /2 � A;,I r � sale 2. Property Legal Description (include all easements) 3. Single Family Residence Multi -Family No. of Units Commercial 4. Owner and/or Builder 'of01 "e,- PeC.(C%70 5. Contractor & License No. d 1,-1, �,-- e: > l --AF-L,- 4C0 - NC 4 2-LI PC 6. Invasion into City Right -of -Way: No Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344) before excavation). 7. Cross other private property: Yes No Easement required - attach legal description and county easement number. READ THE FOLLOWING AND SIGN: a. Property owners must obtain a permit to install side sewers on their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. c. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. e. Side sewer lines must be laid at a minimum grade of 2% (1.15°) and maximum grade of 100% (450). f. No turn in side sewer greater than 45° (1/8-bend) is0allowed between cleanout. All 90 turns must be constructed of a 45 (1/8 bend) and Wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure due to poor compaction of fill. k.. Side sewer must be left uncovered until inspected and approved by the City. 1. Inspection during normal working hours only. Two (2) working days notice required. DATE : L L-'e,4 ' ( I certify that I have read and shall comply with the above . PERMIT FEE: CONNECTION FEE: O a w * PERMIT Mt ��� DISAPPROVED By: Date: By: Date: APPROVED BY: L Date: Z_-:;ypn5 T BE POSTED ON JOB SITE * ,.l . }„mar ��.,5r._'; Yi`i ���_ v .... .. - -. •.� _ ...,I �. � . 1 i ' .'t.� •;•� wlo?, < #x� -.„ .r•4.�.if�J.. �.'w �.v.,q - - a .:• .L•.. tr. _ :%:tip rt;,,i � ',_'c. f'•rJ,.y,��..�;I/_r �4 .���.A°"' . . 'i }r•: J 7�y. R' #_�✓ � .Y' h a,+ y � 4 t 1 ' '�'y' '1 i••J� $ ... . �:a'r y. i .t.b IC•''!�. '.!�%�" J.4 f( •}�: 1 J� u Y `�y�=�a ' �1.;-'��a ^ �' .r'�•.^ .d.4'+�;� "'C:. r-fi'r � _ •,- { � � ` , i y •... _'a.�w ry ,•,�,>,m� � .t.. �,^'R� .,,�` Z�` �.y,;.._ �,j•�' ,:'.w ro 1, Jl+'•Y lY 'o 't 'r'�(!b. M' M' "•' •r'l I'I' i,�J '� i•.ir.':wl: �,.''�.�' .ai3..�.-:J�.i.+'E.:...:.�G:+.d�ifel•..-�L4....�: J- �i�•-Z�ul..a�a'i_fts. r.,e_�r� �i,.� ..k''.•.... e�.� R.P:J%�v.-'1t�e...:_.:�:.1•:..a.._ �� ,•v..L� '�R�S."^ "� +:` •• �,�.: ' �� '� 0. .. ...w � _' �.�. ..'... ••. - ....... ..;, urn,...... .Y y.. �•v' �,ti .'•�1'`..,1<`. .. �..� •`, v; ..• F - •., mil' 4 ti •�M �. r..'..�1:,... "iJ'!.` `+.-� "i♦ _ : '4i< < ••�:; til.��Q ' •''� qv �•r. .• C, ., St'•L �,�'.i'�,..•1. ,�,• ��•h G'•.y • N.... .� ,,.±w •�� ,S... w.. »yq,b'cAit:�' ,''y,� yJ't� •f.'.,•d �'4 r,�'#�, n 4 . ..�'i"! �]' w. .� h ;A�1 1,J1.. M , r. .q•w•�.., �• •w�.o rd �? ,- r:. � '4n ; ,.tip•.. a � �� .1 � w r� i�i _ ",.._ mow• �. '" Y• i. •,T r In Slrrel • Edmonds, W•shinglon oHO,'O • )(16t 7711•.1.1.14 Mar 24, 197(i � `,' �I•�. Ile No. 5371r � LEGAL DESCRIPTIONS FOR A/B ASSOCIATES ENTIRE PROPERTY The south half of the west half of Tract 27, Puget Sound Machinery Depot. Five -Acre Tracts, according to the plat recorded in Volume 5 of Plats, page 4j, records of" Snohomish County,. Washington; EXCEPT the east 1312.0 feet thereof; Situate in Snohomish County, Washington.' PARCEL A The west 80.0 feet of the south half of Tract 27, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 4j, records of Snohomish County, Washington; SUBJECT TO an easement for ingress, egress and utilities over the south 15.0 feet of said. west 8010 feet, and TOGETHER WITH an easement for Ingress, egress and utilitles over the south 15.0 feet of the west half of said Tract 27; EXCEPT the west 80.0 feet thereof, and EXCEPT the east 132.0 feet thereof;. Situate in SnohonliSh County, Washirigi..In. 0 Z H x w w Z F-1 0 i ALTC CHECKLIST BUILDING PERMIT REVIEW Street Right -of -Way Existing I 1 Q,[LQ REQD N- A - Access Easements Existing fEl-1 REQD I Utility Easement Existing _ ���� REQD ') Lot per Subdivision -e O--J 7 Plat Assessor Map Site Plan Checked for Acc Underground Wiring Regd. Check Accuracy of Legal D Environmentally Sensitive Area Environmental Checklist Reqd. Flood Hazard Zone I� O NO U Shoreline Management Area Z Slope, Soil, Vegetation NO w Stream, Creek, Drainage Basin NO Existing Zoning Per Code Amenities Design Board Approval Reqd. ADB # Approval Board of Adjustment Approval Reqd. Review By :�� Date: Existing [,later Main Size 9 ' c.r Water Main Reqd. —�-, Service Line Reqd. w Hydrant Size Existing o � E'' Hydrant Reqd. Per Fire Code Size Detector Check Meter Regd.. No r Cross Connection Inspection oo Fire Department Comments Water Meter Charge,; Regd . ' g S o 00 Review by: K Date: 1-5/31198 Septic Tank sign pprover` ate Septic Tank Permit Reqd. A4 Sanitary Sewer Availability yc� Drawing No.. f Permit No. Proj File No. Side Sewer Availability v,v /99 Sanitary Sewer Connection Fee Reqd. ';;-o ,r p�C,-IZOW .,NOr By �,1G . Review By: Date: Date Address ry BUILDING DEPARTMENT USE PERMIT ZONE Applicant Fill NUMBER a PERMIT APPLICATION Inside Heavy Lines 125-I JOB ADDRESS l/O Ian' 19v di. NAME (OR NA E qF BUSINESS) ,o C' SUBDIVISION NO. ��-- PLAT NAME ASSESSOR MAP NO. r ly MAILING ADD ESS z 04 C4�J PUBLIC RIGHT OF WAY PER ORDINANCE NO. G • CITY ELEPHONE NUMBER �Y�G t-y 51 r-y I EXISTING RIGHT OF WAY. + O PROPOSED RIGHT OF WAY NAME U Jc- �S ~--'� DEFICIENCY OF RIGHT OF WAY O W ADDRESS STREET/UTILITY WORK REQUIRED ®YES El NO W i U PERMIT FOR WORK IN PUBLIC R/W DYES ❑ NO UNDERGROUND WIRING REQUIRED BYES ❑NO 0 3 U_ E Q CITY TELEPHONE NUMBER I pa�3 CONNECTION TO SANITARY SEWER WYES NO SEPTIC TANK PERMIT REQUIRED ❑YES ,VNO I [0 y NAME It S SEPTIC TANK PERMIT NO. 0 ADDRESS F J U U SEE MEMO DATED �O CITY TELEPHONE NUMBER F REMARKS Z 0 A 1 1 v U STATE LICENSE NUMBER CITY LICENSE NUMBER CHECKED BY CQ1 Legal Description of Property (Show Below or Attach Four Copies) METER SIZE BUILDING SUPPLY SIZE . C c G� QC 1 W REMARKS F ° L&T P2tS5QP_ R�6ULA-TOlZ. REDO• ; d E - SIGN AREA '_NV. REVIEW ADS NO. U Lq ALLOWED PROPOSED COMPLETE EXEMPT J 1� Q 0 REMARKS W J VARIANCE OR CU PLANNING REVIEW BY DATE © YARDS LOT COVERAGE (� Av / FRONT /U / SIDE C/G NEW RESIDENTIAL ® a GAS LINE pt� REAR �`� FIRE ZONE TYPE OF CONSTRUCTION CODE HEIGHT NON-RESIDENTIAL ❑ ❑ SIGN ❑ ADD J V 1 17 73 / 3YI MA ❑ DEMOLISH RETAINING ❑WALL ALTER EXCAVATE SPECIAL INSPECTOR D AREA OCCUPANCY GROUPT1 OCCUPANT LOAD FENCE OR FILL % ❑ X—� 0 YES ❑ YES NO 2144 T_' 11 PLAN CHECKED BY THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX REPAIR El PRE -MOVE INSP. POOL El i-EZ' SHOULD BE CODED 31.04. NUMBER OF STORIES NUMBER OF REMARKS DWELLING A J11- 1. UNITS z W� NATURE OF WORK TO BE DONE � � � f, ' a IL W PROPOSED 0 USE PLAN CHECK FEE VALUATION FEE 0' C Qy� z - IL PLOT QC PLAN INDICATE BUILDING SETBACKS, W ( u ABUTTING STREETS) BUILDING a 0 PLUMBING WO W m > MECHANICAL 0 W FENCE . —_ SIGN z 7 " f RETAINING WALL f 0 SWIMMING POOL U =I.------=c-L aT 2LA ��vloN WA --q�2o ---------- - -------_-- C-�;l�fV*. - 5,w1mmIN-/,r f�i /d i I CoVERE�� I � p ( I I b I Pulwl(JEr I ! I I� I L--- ----- o� I I I I I I I - . uPsr�tlrz� I I �uf1-l�.1NGr I �-E?ln1lN�fc�Nc.. varlEdaY 80.0 PUBG.IG 90,40 STREET FILE aXwr/Alor 6' Fit� AI?DUND R--OL A.RE4 WCTfl- `ELF-�LasiN� Q RECEIVE® DEC 3 0 2010 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS i Critical Areas Checklist CA File No:C A Zoo T 0003 Site Information (soils/topography/ yhydrology/ vegetation) 1. Site Address/Location: 110� — 12A�r4F—. 4. , 2. Property Tax Account Number: 00-*,4 ff . 00002707 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? �es; no. If yes; how is site developed? /,-tAJA-L.F, 5. Describe the general site topography. Check all that apply. t' ' Flat: less than 5-feet elevation change over entire site. Q 7 E:1 Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). 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): �I�RlaLVi� fy"XT gx6eplr fig—, ditOrrg stoFiE iN �QVAU_ APEA aF .W. 4!7 }� Site contains areas of year-round standing water: No ; Approx. Depth: Site contains areas of seasonal standing water: N40— ; Approx. Depth: What season(s) of the year? _ Site is in the floodway -No_. floodplain _t0 of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? N D Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ;shrubs ; mixed urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site: ICI d 1. Plan Check Nuru 2. Site is Zoned? 3. SCS mapped soil [l 5. applicable? — IZ r CStaff Use Only % Zoo_71(7 na a Ccow Art (IS- ZS"lo r Critical Areas inventory or C.A. map indicates Critical Area on site? P0S5 1'6 i'e -tro rlu'A ttu uy� Site within designated earth subsidence landslide hazard area? A10 U'IOSiOA.f> rosst j-,jc rj Reviewed by: Critical Areas Check]ist.doc/2.17.2004 DETERMINATION WAIVER #P20 °F E Ma City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 C. sqo Fax: 425.771.0221 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 the application 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). Date Received: 1 / t O o $ City Receipt #: Critical Areas File #: CA t zoo YooO Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: A property owner, or his/her authorized 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. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this applic ion the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT DATE —JLO O Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. , SIGNATURE OF OWNER Owner/Applicant: MIS �- MKS. LT�I LAY f�nJl lc Name 11D?�7 -12I�Mr--. Street Address M>MoNvc_, . WA. gb02-L City State Zip Telephone: �2�' 778 171 Email address (optional): DATE 12..-",/6—Q 7- Applicant Representative: Name 18427 - flf3 4 Aqf-= . W Street Address ADM o 0D5-�- , W A- City State,/ Zip Telephone: 42�• 7 74. 7-1 7 Email Address (optional): ��TI�ILl7� SC�'LOMCAS"(. N� CITY OF EDMONDS CRITICAL AREAS RECONNAISSANCE REPORT Site Location: 1103 121h Avenue North Tax Acct. Number: 00548900002707 Determination: Study Required Determination #: CRA-2008-0003 Applicant: Michael A. Powers Owner: Stanley Hovik CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED During review and inspection of the subject site, it was found that the site contains and/or is adjacent to critical areas, including Geologically Hazardous Areas, pursuant to Chapters 23.40 and 23.80 of the Edmonds Community Development Code (ECDC). While the parcel itself is fairly level today, it was most likely made so by the addition of fill which is held behind a large retaining wall running along the west and north of the parcel. At the northwest corner of the parcel, the retaining wall is approximately 10 feet high. GENERAL CRITICAL AREAS REPORT REQUIREMENTS Critical Areas Reports identify, classify, and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area, the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study. You may also choose to submit the entire study with your specific development application. • Please review the minimum report requirements for all types of Critical Areas that are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). • Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study, and there is an approved list of consultants that you may choose from. You may contact the Planning Division for more information. • General Mitigation Requirements for all Critical Areas are discussed, in ECDC 23.40.110 through 23.40.140. STUDY REQUIREMENT — EROSION HAZARD AREA It appears that this property contains or is adjacent to an Erosion Hazard Area. Erosion Hazard Areas include: • Those areas with Alderwood and Everett series soils on slopes of 15 percent or greater. Any area with slopes of 15 percent or greater and impermeable soils interbedded with granular soils and springs or ground water seepage. • Areas with significant visible evidence of ground water seepage, and which also include existing landslide deposits regardless of slope. DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS Development within an Erosion Hazard Area must meet additional criteria. • For erosion hazard areas with suitable slope stability, the only critical area study needed is an erosion and sediment control plan prepared in compliance with the requirements set forth in Chapter 18.30 ECDC as part of the construction documents. This option is at the director's discretion, per Edmonds Community Development Code section 20.80.050.G. • In areas where the slope stability is not suitable, projects within Erosion Hazard Areas will require a report by a licensed Geotechnical Engineer or other qualified professional. Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. • Report requirements are given in ECDC 23.80.050, and more generally in ECDC 23.40.090.D. • Development standards are given in ECDC 23.80.060 and 23.80.070. STUDY REQUIREMENT — LANDSLIDE HAZARD AREA It appears that this property contains or is adjacent to a Landslide Hazard Area. • A Landslide Hazard Area is any area with a slope of forty percent (40%) or steeper and with a vertical relief of ten (10) or more feet (except areas composed of consolidated bedrock). • Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.B. • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Landslide Hazard Areas are provided in ECDC 23.80.050. DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS Development is restricted within a Landslide Hazard Area and its buffer. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. • The criteria that are applied depend on the amount that the buffer is reduced. • The buffer can be reduced to a minimum of ten (10) feet (with an additional 15' building setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in ECDC 23.80.050. The alteration must also meet the requirements listed in ECDC 23.80.060. • In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the design standards listed in ECDC 23.80.070.A.3. ALLOWED ACTIVITIES Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If you have any questions about whether your proposed development qualifies as an allowed activity, please contact a Planner for more information. 2 EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 23.40.230). If you think that a specific development proposal may be exempt, contact a Planner for more information. NOTE: Cited sections of the Edmonds .Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. N PRESTIGE BUILDERS, INC. 18427 88T" Avenue West, Edmonds, WA 98026 January 4, 2008 Ms. JoAnne Zulauf Development Services Department 121 5th Avenue North Edmonds, WA 98020 RE: PROJECT #2007-1 175 RESPONSE TO ATTACHED LETTER Dear JoAnne: 4 JAN 07 2008 SAEET VILE Attached is a redlined copy of the plot plan for our project addressing the items mentioned in your letter. My redlines also address corrections requested by the building department and I have given them copies as well. Also, to review our phone conversation from earlier today, my client, Mr. Stan Hovik, has no recollection of nor has any records of a retention system on his property. The existing downspouts enter black plastic draintile (tight -lines) at all locations and disappear into the ground. They do not daylight anywhere on the property or onto adjacent properties. As you and I discussed, it is very likely that the drain lines were consolidated and run into a deep pit on the property that was partially filled with gravel then buried. Collected water would then percolate into the very sandy, well -draining soil. The Owner states that the lines have never backed -up and that there has never been water present on the property or the neighbor's attributable to his drain system, whatever that may be. Thank you for your help! Sincerely, . Q Michael A. Powers President, PRESTIGE BUILDERS, INC. INTER -OFFICE COMMUNMATIONS DATE 3— C Tol3G cr- FROM H FORM 41 LITTLIE'S SUBJECT: (AE Na - too 0 INS74 U-C---D 4110 Ye/ 0 Yel IML _� All I PROPERTY ADDRESS: 1.103 121" Avenue North Edmonds, WA 98026 I PROPERTY OWNER: Mr. & Mrs. Stanley Hovik I PARCEL TAX ACCOUNT NUMBER: 00.5489.0o002707 LEGAL DESCRIPTION: The west 80.0 feet of the south half of Tract 27, Puget Sound Machinery Depot Five -Acre Tracts, according to the plat thereof recorded in Volume 5 of Plats, page 471, records of Snohomish County, Washington; SUBJECT TO an easement for ingress, egress and utilities over the south 15.0 feet of the west half of said west 80.0 feet, and TOGETHER WITH an easement for ingress, egress and utilities over the south 15.0 feet of the west half of said Tract 27; EXCEPT the west 80.0 feet thereof, 'and EXCEPT the east 132.0 feet thereof: Situate in Snohomish County, Washington. j GENERAL CONTRACTOR: PRESTIGE BUILDERS, INC. 18427 88th Avenue West. Edmonds, WA 98026 I CONTRACTOR LICENSE NUMBER: PRESTB 1024MA CONTACT: Michael A. Powers Office: 425-774-7971 Cell: 206-7 5 5-2031 110-�­ l2t. AlF N. BD. o ------crF,rw Fewer- AF2punip FbOL AREA a � WTI, ,� !�,NIMMI(Ur Fed-, f U?�RUrI� Pr-c��l�s�v ----- t I , WARM o� PA 1 i � 1'oWER � �� � �(�-C1►'� CoNC. GW�t�Y �N �V. V - 64611a )?10-4F_> 1�49 obtain Electrical Permit from Slate lrabor z gndustries "Nothing.in this permit approval process shalt interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement aacdon." ton, P,.,dition FRC wAVAC Mrctichnima s 02006 F lition 13K wfWAC Amendments 02006 DiRtion t111C yvASAC Azneac 1W.-Its aaza Ax? ndices A, l�, (1, 1 132006 x:d`y:,,on IMC wAW)kC .A-melidnieflis ,006 '. ;-rhtton 1FO w/W, AC knr..m(h rnis 13200E Edition 1FC wdVdAC AwendmeiA4 02006 Edi:io a -vU%.Q WAC 51-13 E32006 Edition NYSEC WAC 51-11 1) Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable. 2) Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate- provision of city code or state law does not approve any items not to code specification. PROJECT OVERVIEW: This proposed project involves the installation and wiring of a new 16KW standby power generator to be located under the existing deck of the residence per: the manufacturer's specifications. The generator will be connected to a new natural gas line run underground from the existing stub - out on the side of the house and will sit on a new level concrete pad extending 6" beyond all sides of the unit. U Y G;_ ER6`''0NOS sit, h 101�4022 .ADDR-7-3 /&11!/,� q _ J �8t_i-)G.0; i'itfiAO.,. � :.�"s. .� 9 4� > xE 3 2009 DE � CITY;0! NT E,12 Di4ROVMDS CTQ. i® W W PX V) MW cc I I O oc > _' z W pp�Z Q U. U) c/) 0 � j W U) , .0 N 00 U In o01 LU H � ca W N � W LU Q W= 00 N d' Tfs,'r• s w s WEST ELEVATION (PARTIAL) SOUTH ELEVATION SCALE: (PARTIAL). re&� fmC 'DiUS FLOOR PLAN(,PARTIAL) SCALE: 1 /4" = 1'-0" f it• OCi-foor—sp �---------� ---- �� u + -FMtP-F-P Uri E � 1t AU- -L.tt4F- t�t vfjt-I 6iAKA6ce 1 NOTE: The manufacturer's minimum clearance specifications are highlighted on the floor plan above. The clearances are as follows: 18" a@ the back of the unit 36" a@ the front and ends of the unit C D " �a'�C/ j�/G �wdcJ C t✓iw�w , The minimum clearance above the unit is 48" and is shown on the section "A" drawing. Pam. fry 5c%sr�.� �-- 070 ,*kA �f�t1�l -012-A�} V 1� W W M U) i • • • Mr yk • �4 a x, UJI Y • CC STREET FILE i