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1006 SPRAGUE ST.PDFiiiiii iiiiiiii 13229 1006 S P RAG U E ST TAX ACCOUNT/PARCEL BUILDING PERMIT (NEW STRUCTURE): qffl6y6 COVENANTS(RECORDED)FOR: CRITICAL AREAS: ��J ' �/ / DETERMINATION: ❑ Conditional Waiver ❑ Study Required Etlraiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN-RA4EH: SEWER LID FEE Im SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DA' SIDE SEWER PERMIT(S) #: 2Ey SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: LATEMP\DSTs\Forms\Sftwt File Checklist.doc ti Critical Areas Checklist' Site Information S O HLFT FILE Project Name: - Permit Number . Site Location: 6&25 S j)R r4 g u P 5 i Property Tax Account Number. � 3 y .Z - C7 9 03-000 8 Approximate Site Size (acres or square feet): 9— 0 Have you filled out a Critical Areas Checklist for a project on this site before? General Site Conditions 1. Has the site been cleared or logged? (I e- Date of most recent action: Soils / Topography 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? A, 3_ Descrii-be the general site topography. Check all that apply. ra 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.) Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10 feet of horizontal distance.) Steep: grades of greater than 30% present on site. Comments f APR 1 3 1993 'e 9�.199 PERMIT COUNTER City of Edmonds Critical Are as Chec'klist The Critical Areas Checklist contained on this form is to be filled out by any person prepanng a Development permit ApPlua4ion for the Cityof 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 Arras are or may be present on the eject p mpedy. The information needed to complete the Cheddist 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 of the parcel with enough detail that city staff can find and identify the subject parcel(s)- In addition, the applicant is encouraged to include any other pertinent information or sttidics 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: -JA Y,,P s T r1.S Name Title �� a s 07Fc � GLJ Street Address LJ M on �S�l�izc77S 9S7city, State, Zip Phone �' /,3 '3 Snature Date Applicant Representative: Name Title Street Address City, State, ZIP Signature Phone A Date 1 •M �'• O •r a, «, q h � ••, b a, h .'1 ♦ '� �1 r '.l i �, � OI,� a y tp a h tv -♦ a `r "! a � ry O q ♦ r q `� ti `/ y r•, M1 w ♦ w ►f r� «, � ►r O `� o. a b a "- a N o, 763 '•1 Or r. y y a � DAI_EY r «, "'f ..t � y «, h ••, ►, ti a y tv a ry a a a a 64 'r SPRAGUE EDMONDS BELL Q ,4*n- F_-YI-OO•o. 4a r_ ST.L—L_E OMONDS ,: r< I• I I I• I I !'�' I �V/L AGE I ..� 41. � . I�r' ' - . .0 � � - •r - r ' ' ':\ i.^� ?.O •: � Ili .1 1�qm� bhp«► M. � etitlh.�+,^� .j .,. , "+ ►, w w •., h w w w a a •v t.r a a a. -� .•, ST - Ir• W 40 Q r _ _s I 42 � , b h♦ 11 N oe, b b., . wa J2 .i4 liirfN .! ECEI III 3 APR 1 3 � 993 : PERMIT COUNTER ,e o 9�•199 �l City of Edmonds Critical Areas The Critical Areas Chccidist contained on this form is to be filled out by any person paring a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City_ 711c purpose of the Checklist is to cnable City staff to determine whether any potential Critical Areas arc or may be present on the subject property. The information needed to complete the Cheddist should be easily available from observations of the site or data available at City Hall (Critical Arcas invcntoriesy maps, or soil surveys). An applicant, or his/her representative, must fill out the cheddist, sign and date it, and submit it to the City_ The City will review the cheddist, makc a precursory site visit, and make a determination of the subsequent steps accessary to complete a development permit application. With a signed copy of this form, the .. applicant should also submit a vicinity map of the parcel widt enough detail that (Sty staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information or swdics 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 providedare factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: ,.1 A Tr`1 S Name Title F07 LLJ f. C-, ;: 7` ST Street Address 9����77S�9y7 City, State, ZIP Phone bnature Date Applicant Representative: Name Title Street Address City, State, ZIP Signature Critical Areas Checklist' Site Information Project Name: Permit Number. cc 61 Site Location: C S i�R AG kP_ 5 i Property Tax Account Number: 413 `I L - 092-003-vo08 CIO Approximate Site Size (acres or square feet): Z 3 SO Tda Have you filled out a Critical Areas Checklist for a project on this site before? General Site Conditions 1. Has the site been cleared or logged? Date of most recent action: y 3 Soils / Topography 2. In the Snohomish County Soil Survey, what is themapped soil types)? -ICJ 3. Describe the general site topography. Chock all that apply. ;z5 'a 7 0� $/a� 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.) Silly: slopes present on site of more than 15% and less than 30% ( a vortical rise of 10 feet of horizontal distance.) Steep: grades of greater than 301/a present on site. ; Comments - - _ A Hydrology/Vegetation 4. Site contains areas of year-round standing water- iU o S. Site contains areas of seasonal standing water: N d Approx. Depth: 6- Site is in the floodway PO floodplain 'A) D of a water course- 7- Site contains a creek or an area where water flows across the grounds surface? `GQ flows - are year-round? 1t� o Flows arc seasonal? No 8. Site is primarily: forested. meadow ;shrubs ; mixed 9. Obvious wetland is present on site: /i C� ; 10. Wetland inventory or map indicates wetland present on site: : 11. Critical Areas inventory or map indicates any Critical Area on site- - f for City Use• 0nN '".: t•.r:.,>.' :;.-SZU.DY REQUIRED u required f,� Y .CnUcalreas'smdy p' °' > s> •`C©NDlT10NALbWA1VER: Critical areas study not required if Specrfleti condinons'.saysfieci < `WAIVER Cryucal areas study is riot required <> a ' /J ;Determination -Number. ( /` .<:� Reviewe , Aev 3r27n2 I .3 I 4 i w N NIhe % ^a N N N N IVI"'t I'I'Ih l'••I hl'°t1-�1­"1- ,.1 NI 4INIMIN V ly N •1 I ._t.. �.....� , ' � y ., •� •, 'e w. e, a O N 1•! .t • ,e w .e a O � ^, ♦ b A e a` O ` N .. ♦ .1 • `I ^ .h •� • t Ilk h q b' M ♦ h N I J a• ^ b• t ♦ h N g 4 N b rf h t a �/ O q '• b �' r �"•. h "� 'r y a 'N N N a I I ' E UMONDS t: ST, .,.,.�Y:,,:., , ..,,-E OMONDS t , _ .. ' 63 'h t �, T-A O q e ! hti ♦ a e^ Ny`f b h♦ et O g e b h! h O e, a N a N DALEY J F- el SPRAGUE 'Ito p • t• I 1 1 I • t �' ' '� V/L AGE .1•• ti lbae M� a e�. titi r h• 1 �' '1 •w b • . e ,11\ ♦ h t„ � p a �, • h N . ( N b ti h ,t • I • ♦ ti `� ^, �� •� 1 '•, '•f y 1 N N 1 1 to N N N N N t "1 ti "1 r, `f h �s 'y �f N N '+1 t•t N N N t io BELL ST. N '� ♦ f• b r. a a- � y h t•• b b H ON 1• I-% 1A O b, w '• b h ♦ h N p a h 4 b h ♦ h ty p g N b b♦ h N O el e N b h♦ h N .3 • '/ '1 ., +, ..1 +, .\ -, ^I •', N N N N ly ea N N N V h �/ "� h h h M h h N N N y N N •k, N N 1- MAIN 4T 1 7 J? .74 1 By9-19q . City of Edmonds Critical Areas Checklist .. The Critical Areas Checlist 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 pmpedy. The information needed to complete the Choddist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). APR 13 L993 PERMIT COUNTER An applicant; or his/her representative, must fill out the cheddist, sign and date it, and submit it to the City. The City will review the cheddist, 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 of the parcel wi8i enough detail that City i'staff can find and identify'the subject parcel(s)_ In addition, the applicant is encouraged to include any other pertinent information or sttidics 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- re factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: Applicant Representative: J Ay,^ T /��2�c� r -S Name Name Title64- Z"- Title Street Address `'..- . Street Address �D monks wg5�f Rb� •, 775:65y7 City, State, ZIP Phone gaature Date City, State, ZIP Signature Phone Date ......... - .. Critical Areas Checklist' Site Information Project Name: cc Permit Number. Site Location: idtiN-S PR AG �P_ 5 i Property Tax Account Number. 113 C�yZ-od3-voo8 Approximate Site Size (acres or square feet): Have you filled out a Critical Areas Checklist for a project on this site before? General Site Conditions 1. Has the site been cleared or logged? Ut°S Daze of most recent action: y 3 Soils / Topography 2 In the Snohomish County Soil Survey, what is the mapped soil type(s)? 3 D bc th oral 'tc to h Chock all that I ;z5 ra 7 0 � s/c, escxz a gen si pograp Y- aPP Y- 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 fed.) Hilly. slopes present on site of more than 15% and less than 30% ( a vertical rise of 10 feet of horizontal distances) Stocp grades of greater than 30•/a present on site. Comments _ Hydrology/Vegetation 4. Site contains areas of year-round standing water: X o 5. Site contains areas of seasonal standing water. AJ a Approx- Depth: 6_ Site is in the floodway PO floodplain 'A) D of a water course_ 7. Site contains a creek or an area where water flows across the grounds surface? ,60 flows arc year-round? _Jo _Flows are seasonal? NO 8. Site is primarily: forested : meadow ;shrubs ; mixed 9. Obvious wetland is present on site: A (7 10. Wetland inventory or map indicates wetland present on site. _� U 11. Critical Areas inventory or map indicates any Critical Area on site: �QC) i I I63_�...... . O q q ,` b h♦ : q h^ b h♦ 'y fit O g e A 10 h 'y ,� O e, h a r. �• 1 '♦ N �� —_: � _ { •/ `f •. `T '. y 'i � y 1 a a h a ti er . ,� ♦ ., ti ti y y h h ., h N N a e, h• N a a �?'e \ .. ! } nC ... iDALEY-- � h h ♦ v, •^ r. !, J� O � a ti 1 h O ` b q f1 � e, ti 'n b h b q O` I� � -( � •r b •� � q e .� i I w I a.n . Eylfoo - I _ �� 6.4 - - - - = I Q -1 .Ic - -F 43 - - -� 'fir' - 4 /0 17 I U q f� • yr h r h M. p g b r. b h •► y N q b •• b b♦ N. y+ In, pp t b h♦ y N. 1 "' 7 . ♦ "� •'f .., M '•1 ., '•� y `. .� a N . ^:. ^• a ^� N h a •► y 'h '•1 '•f y y y y '♦ N 4 N •< a •• N ~ .l I _L..—.....J . iPRAGUE �OL �T..,. I 1 I 1 V r IL •` 6J- I � I 1 I 4'L WOG r r l ED ' ' •- � II• •`h� - F MnOND 1 ' ' r � -- L r 42 q h •• b h r h 'N . O q ►. b (�� Y M ry 11,1 • 1 I 1 11,juI]] i I �` V/L AGE bb k t) •w b � b r, • � �� O o� h ` I •� ti ♦ y ry � ( 1 � q b N b h �► y ^r � q w � � h •V y p, , • i ".1 \. ,I • -, `, •; ., ••f � ti ^� w ••, v ^. rl�. v ^. N h a 1 "1 '', y y y ►. •, y ►, ti ti +>f t., a ^, a -� ., � , ' 10' BELL ST. �' n td • M a h '� b h O r'1 nn — •74 11inN .'. • PLANNING DATA NAME: a,^ A S DATE: SITE ADDRESS: % ✓f PLAN CHK#: ot —0 PROJECT DESCRIPTION: ea We, chaff dk(t- �d✓if :- REDUCED SITE PLAN PROVIDED?:& No MAP PAGE: �" 'r CORNER LOT: es No FLAG LOT: es No ZONING: „/ — u CRITICAL AREAS DETERMINATION#. 93-q0 ❑ Studv Required: _ 11; ❑ Conditional Waiv 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 SETBACKS: Required Setbacks: / / Street:�Left Side: i Right Side: S Rear. i 5 Actual Setbacks: , S / Street: Left Side: Right Side: Rear: Street map checked r additionalsetback required? es / No JIM DETACHED STRUCTURES: q C.6q e /'oo C f e ROCKERIES: S OCR Lloco • FENCE IN BAY WINDOWS / PROJECTING MODULATION: I" ef ,f STAIRS /DECKS: ro e-v(f PARKING: Required:Actuai: LOT AREA' ql q 7 LOT COVE• 7U -C- ' ��H� vi ACalculations: V! 34 `x 3 �; M>,� cov.v4i e �- ( 36, S ;�. BUILDING HEIGHT: b C Datum Point: is Datum Elevation: Maximum All ad-' Actual Height: A.D.U. CREATED?• No Yea LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: es rNo �E HER R I- TIC -code -PILO Sca �Q , �d i %te n y v l(G S vw' BJ 1 Nam/ rt n1 ra/u f�cr w— 1140 Spit 11�4' i Plan Review BY-_ W_f NewBPP1anningDataForm.DOC CITY OF EDMONDS �o l89p 19 � . SIDE SEWER PERMIT PERMIT ` -0 8547 Address of Construction: 6)06..Sp,e scee S7" RF-Cg1yED Property Legal Description (Include all easements): JAN — 7 1994 PUBLIC WORKS DE TREATMENT PLANT] Owner and/or Contractor: !J'9L1 —,b,17 v/s State License No. Building Permit No.. 13b CH Single Family .❑ Multi -Family (No. of,Units ) ❑ Commercial ❑ Public Invasion into City Right -of -Way: ❑ No 29 Yes RW Construction Permit No. Cross other Private Property- X' No ❑ Yes Attach legal 'description and.copy of recorded easement I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. Al Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION OFFICE USE ONLY * FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT. Permit Fee` �' Issued By Trunk Charge: as Gv. Date Issued: 7 Assessment Fee': / Receipt No.: Lid No.: ( 7 Partial Inspection: Date —Initial — Comments Reason Rejected: Date Initial i Final Inspection Approved: Date '�� Initi '. ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3190 A Side Sewer Drawing The City of Edmonds EASEMENT NO- ------------------------------------ ------ NEW CONSTRUCTION REPAIRS ❑ LID NO- ------------------ ASMT. NO. ------.----------- t OWNER----------------------------------------------------------------------------------------------- CONTRACTOR..--..........---------------------------------------------------------------------- PERMIT NO. �J JOB ADDRESS .�.0!`�- -- - C---_--- --LU- -- ----- LEGAL DESCRIPTION: LOT NO- -------------------------------------- BLOCK NO. ----------------------------------_. 4 --,nl-l1/75 (REV.11/78) NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- Co, Lk T eti.SEttZ'R rc,�„ j0 14 r -E--- S -P. I 13' 1 `19 V. e =�A- • LANT Approved: /� �f DATE-/-.---�Q..�.- .. ..------ By ........................... The City of Edmonds WATER SEr2V ICC Drawing EASEMENT NO - -------------------------------------------- NEW CONSTRUCTION ® REPAIRS ❑ LID NO- ------------------ -ASMT. NO. ------------------ OWNER------------------------------------------------------------------------------------------------ CONTRACTOR-------------....-...------------------------------------------------------------.-. PERMIT NO.93QSSS e JOB ADDRESS ------ 1-0.Q.�------Jm Guen-------- S I----------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO.------------------------------------ • • PWW-0001-11/75 (REV.11/78) MAMT nlP AnT)TrTC17%T 114000PPER 11TEE 5 �1 1`/V 160 PSI SuPG-ftt.0-1 Wly PIPE WITH TiZACE.fZ W %Re r S-P 2AG U E 'ST . wr R . Approved: JAN, I DATE .AN6..1,....[g9...... BY ,� ------------------------ I —WEEmm— O 890 19C) City of Edmon GHT-OF-WAY CONST CTION PERMIT Permit Number- 3 Z Issue Date: A. Addressor Vicinity of Construction: ld ,06 SIRAGUYF S-T- B. Type of Work (be specific):'r�IIA16 s2nL0../0/4/1V " .1E2 0 ; e AV_4^1A C. Contractor: Nv H . 7 V �)l t I--) Contact: o A46 SJ Mailing Address: &a S-r^- Phone: (a7 o - 3 2 D State License #: /. Liability Insurance: Bond: $ D., Building Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ Multi -Family Single Family INSPECTOR: Side Sewer Permit # (if applicable): ❑ City Project 0 Utility UD GTE, WNG, CABLE, WATER) ❑ Other INSPECTOR: F. Pavement or Concrete Cut : )KYes ❑No G. Size of Cut: -7 x` _ H. Charge $ APPLICANT TO READ ANDMey N INDEMNITY: Applicant understands and by his signature to this application, agrees to ho �of Edmonds harmles f Yea damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against t City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense'co f s jan attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FORA PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION-FE'ES-Wff'L� BE HELD UNTIL TfIE FINAL S;-WT ET PATCH.,. IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE T(� THF. A`�P I ANT. Construction drawind,,of pro gsed wo kkrequ red,writ ,Qermirapp� ti�rl�� A 24 hour notice is required for inspection; Please call;tKJ Engineering Division, 771-0220. Work and material is�to beinspedte'l dunn91_-`pr6r&6s9'and-1al 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 priorr to the end of the working day; NO EXCEPTIONS. 14 y, I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all times for insp ction purposes. i Signature: ` Date: f (Contractor or Agent) } CALL'DIAL-A-DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: RIGHT OF WAY DEPOSIT,"- TIME AUTHORIZED:VOID AFTER+ J U DAYS DISRUPTION FEE/FUND.Ill: SPECIAL CONDITIONS: RESTORATION FEE: PERMIT FEE: COMMENTS: DATE:. TOTAL FEE: RECEIPT FEE: :ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. I)iv. 1991 t/�! :!'. ��� • 1476 PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY REV. 7/87 LOCATION /00(o ,SPRfj u>~ S7_ Cou NT .� u � H J AREA POLE NO. SE 1 /4 S .? 4 T 7,7 R 3 DATE \Z - S' 9 3 W.O. NO. 32 REASON FOR WORK //VSTALL_ SFC R 1-� SEA FOR ENGINEER - -` E U S D DWG. NO. /L-r el4l&p ,p LyAO E 'DAV I S C0/VS7i? -r/ o DRAFTER 1C (S C7 U.G. NO. ,. GA S \A IFA-r sGALE - / " = S"o' DATE WORK COMPLETED APPROVED DATE PRINTED FOREMAN ENVIRONMENTAL ANALYSIS EXEMPFEES REQ'D DYES JEDINO ® PARA. 18 ❑ TOM EXECMPT SUBSTATION /LI.4F'Lc LtJOOD IMARY OVERHEAD U.G. COND. KV CIRCUIT NO. �2- D 3 �o PHASE / ❑ SIDENTIAL ADD CKT. FT. PH ❑ CO ERCIAL REM LEO# CKT. FT. PH \ / ®$ /- $ NET CKT. FT. SECONDAR OVERHEAD O.H. U.G. COND. B SIC FEE $ ADD /®$ /_$ REM METER/CONV. POL $ NETPERMITS PRIMARY UNDERGROUND ❑ TREE TRIM ❑ RESIDENTIAL • ❑STATE ❑ COMMERCIAL ❑ COUNTY BASIC FEE $ LEU# IN CITY KV CKT. PH CKT. FT. PH CKT. FT. (DATE GRANTED) EASEMENTS ❑ REOUIRED IRNOT REOUIRED SECONDARY UNDERGROUND BASIC FEE $ 1i2S GROUND. PLAT DATE RELEASED BASIC FEE $ t FT. 0 $$ FOREIGN CONTACTS ❑GTNW JPN# STREET LIGHTING FT. ® $ / _ $ ❑ CATV JPN# ❑ JOINT TRENCH GTNW & CATV WORK IN RIGHT OF WAY - ❑JOINT BORE GTNW & CATV ❑ PRIMARY ❑ POL-E-STENCILING FROM ® SECONADARY o0 7—t FT. 0 $ 1 sf _ $ /DSO MISCELLANEOUS FEES TAKE OFF POLE VAULT $ PRE—CONSTR. REQUIREMENTS PERMIT $ ^Q a ❑ TREETRIM ❑ PUD LOCATOR — $ ❑ BACKHOE ❑ $ & ONE CALL DATE $ # INDEX POLES PLAT TOTAL DUE $-5-6000 LOGS U-MAP DATE PAID RECEIPT# _ XFMR C-MAP LOCATION. MAP PAGE .S� 4 6'a� NEW SVCE APPLICATION# 211 9 i- 1�bS Iz3 Ex Flop V-L4 l i 1NST&LL 3�I SAC -R R onl O "Poi.E, � / TR E/VC H q SouT Fi / Op, -,-Al cu-r 4jSp/iAL7- ROAD 3 % ,Sot erg, TR /vc FI 11, So T H `ro G An1 p re:l- 7DF0 f► S .S'TA v Eb -47 �$ R N 9S' o F y%D 4t TRX Av Convrin/uDu s .3C 1 N-178621- X I C to R G �• 3-7 C VAT G cuR$ lI�'TRF�cN /for TO SCALE' I /007 / 019 ,@ N- 865- 4- 5 (D N-)874-X 4- 4 ------------------------------ N /00 % 44 aA 1445A i I 9 e�11 .�°� HY � ' �1 e� tin CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION USE PERMIT 93 � 5 ZONE NUMBER J L.l7i�J Mpg02 SUITE/APT0 ADDRESS 00 9 .11E� OWNER NAME/NAME OF BUSINESS IF TAM t S /A Zjil�t N S LEGAL DESCRIPTION CHECK I.-' SUBDIVISION NO. LID NO. MAILING ADDRESS l+ do'Lo PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING REQUIRED DEDICATION PROPOSED TESCP Approved ❑ RW Permit Repaired guest Use Permit Re4 d 0 Inspection Required Sidewalk Required❑ Z CITY + ZIP _O �Lh O S 6 TELEPHONE NUMBER 77S _ ri1 `/ 7 NAME. M � / tiM /ir l•iy. /r � (J REMARKS w L) (i , ).11 /11 K'F.= /A C.(I )I "- ADDRESS. o F3 w j, Im ) CITY ZIP 'eti+tk F8 li TELEPHONE NUMBER 33-a538 _ �IIQAL. T7--0L 0 INS(' � ME NAME") -- �:..: *` ENGINEERING MEMO DATED REV E BY EXPIRATION DATE / /- 2 ZJ IIIX Account y34A-0 Parcel No ,1-003-000g NEW T RESIDENTIAL PLUMBING 0-ADOITION O COMMERCIAL MECHANICAL REMODEL APT. SLOG. !' i SIGN ❑OR.jptl/� O FENCE REPAIR � �IQ/3� CY09. L_x_Fn DEMOLISH WOODSTOVE SWIM POOL INSERT HOTTUB/SPA GARAGE RETAINING WALL/ ICJ � ❑ ROCKERY RENEWAL O NUMBER NUMBER OF CRITICAL OF DWELLING aNe AREAS ORIES STUNITS NUMBER /-3' n► ^Vu SIGN AREA 9EPA REVIEW AD NO ALLOWED PROPOSED COMPLETE ,I JE.EMPT SOH V EXP X /j1E/L"I]TN� 7/1 ��I VARIANCE OR CU P NNI 6VIEW BY DAT C -93-I3 1Z I SETBACKS— FEET HEIGHT LOT C VERA E G FRONT / (/ 'SIDE " l REAR/ � d� SPECIAL INSPECTOR AREA OCCUPANCY OCCUPANT REOUIRED . REA GROUP LOAD ❑ YES . AREA J MARKS PROGRESS INSPECTIONS PER UBC 305 ��Pir�AG ��2.✓{l�p&�WCSEG "Q�F YrXW/fW Ny.T, 0A1f&--T )H/►& j)9I5. FINAL INSPECTION REOUIRED MO/ �/S / �i.� /✓ V C. CVO VALUATION FEE � ` P� / PUN CHECK FEE BUILDING., si O D HH/EA'TVTSSOURCE: GLAZING 13,5 % PLUMBING 33 Plan Check No. - 7 + MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGIFILL- -76 Any.construction.on the public domain (curbs, sidewFlka, STATE SURCHARGE drlveways, marquees, etc.) will require separate permission. Permit Application:180 Days Permit L I: Year - Provided Work Is Started Within 180 Days . STORM DRAINAGE FEE 3G) "App(�ga Cn behalf Of his Or her spcus@,(heirs, assigns and successors In interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, Its officials, ENO. INSPECTION FEE x 5 c 9 i 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, waive or reduce any requirement of any city ordinance nor limit In any way the City's ability to enforce any ordinance provision." PUN CHECK DEPOSIT iGrf TOTAL AMOUNT DUE s� �PIL Ihereby acknowledge that 1 have read this application; that the ATTENTION Information given Is correct; and that I am the owner, or the duly APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz• AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa• WORK NOTED I In INSPECTION SIGNATURE (OWNER OR AGENT) DATE SIGNED DEPARTMENT CITY OF 93 EDMONDS This application la not a permit until signed by the Building Official or his/her Deputy; and fees are paid, and receipt is acknowledged in space provided. OF SIP TUBE DATE — CALL FOR ATTENTION INSPECTION E ASE DATE •, -/7- /3 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-0220ORIGINAL — File YELLOW — Inspector 'A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC dC t, 4, v T /—I T V ✓/-.. . ✓ ✓ . .. ... . �. _ &WORKSHEET OWNER CALC Bt: ADDRESS -, PHONE: IMPERVIOUS AREA 2700 `� DATE: *****DESIGN DATA***** PIPE DIA PIPE LG ORIFICE it 4 2t ',/41I. OETENTION PIPE LENGFH 4 I'MN COVER 4ri tH SF^CE RIM ELEV 2-MAX COVER RDA ELEV •Y� O�V T�►4' O MIN f % SLOPE ( PIPE MIN. 2 N INV ELEV INV ELEV T/7[A C.TFCN CON/ROE C.VCM B.. StN BASIN SYSTEM CROSS SECTION STREET FILE FROM CONTROL OUTLET GRAVEL !FLOW TRENCH, MIT 10`-LONG OP AND 4'PERF PIPE TO BE LEVEL 1� PERF PIPE W/CAPS RUNOFF SPREA (OUTLET FROM CONTROL OUTLET .2'.E DEEP, 4--6-OUA40V SPALLS gs2LS' DEEP, 3/4-CRUSHED ROCK ET FOOTING DRAINS SIIAU NOT BE CONNECTED TO DETENTION SYSTEM NOTES: I. Call Engineering Division (77.1-0220) for a tightline and detention system inspection before backfilling and for final inspections. APPROVIM BY 2. Responsibility for operation and maintenance of drainage systems on. private property is the 3 res nsibili the property owner. Material accumulated in the storage pipe must be flushed out and removed from the catch basins to allow proper operation': The outlet.control orifice. DATE most be kept open at all times. r�'P�K.rz���d 1� , 1 . ..'.f �'1�'i/r����1yY�4f�.:9^P4II�v�:Pv�t�f...�4(/IJ�.4.7�{ii�..yi:��WeNi��4!^r•� OF—�O 19 City of Edmon GUT -OF -WAY CONST CTION PERMIT Permit Number. 7 —0 .S Issue Date / 1.:2 —9T— A. Address or Vicinity of Construction: 1006 Sr Av,�,n Ctreet 907251 ) B. Type of Work (be specific): Install Aw Service C. Contractor: Waahingtnn Natural Gag rompan Mailing Address R1 S MAreAr St, SAattl A, WA State License #: 98111 D. Building Permit # (if applicable): Contact: Frank Rwnn Phone: 2 24-2 2 7 R Liability Insurance: Bond: S Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project Q Utility (PUD, GTE, WNG, CABLE, ER) ❑ Multi -Family ❑ Single Family.. ❑ Other INSPECTOR: INSPECTOR: \ _ i I. F. Pavement or Concrete Cut : ❑ Yes G. Size of Cut: x H. Charge $ AP CANT TO READ AND S ' rT INDEMNITY. Applicant understands and by his signature to this application, agrees to hold / e ty of Edmonds harm[e§� fr njlt iydamag�s, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made g t t the City of Edmonds or an o/' i partmenis or employees, including or not limited to the defense of any legal proceedings including defense cost I and attorney fees by reason of gr` nting this permit. THE CONTRACTOR /S RESPONSIBLE FOR WORKMANSHIP AND MATERIA�S'FOR A PERIOD OF ONE-YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES�WILL BE HELD UNTIL THE/FINA1, STRF.ET PATCH IS COMPLETED BY CITYFORCES, AT WHICH TIME A DEBIT OR CREDf�I WILL BE PROCESS D FOR ISSUANCE TO TREAAPPL,CANT. 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 ands 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; NO EXCEPTIONS. I htive read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all times nspection purposes. Date: 1994 Signature: a,,,,ar; , ( ontractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: —VA L : !6 RIGHT OF. WAY DEPOSIT TIME AUTHORIZED: VOID AFTER T�fh DAYS- DISRUPTION FEE/FUND ill: SPECIAL CONDITIONS: lal A!,= RESTORATION FEE: .PERMIT FEE:. COMMENTS: — DATE: TOTAL -FEE: RECEIPT FEE::: :ISSUED; BY: -� ��� NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 1 En'arg. Div. 1991 • Addendum to City of Edmonds Right of Way Permit Application submitted by: MITCHELL S . - LANKFORD _ � ... -_ •.------•---_ -- -- - Engineering Aide - • • Washington Natural Gas Ifs # -521-5246 O/A WNG to window -0 ' Water main depth known Iz- " gas main kk C ) �� l ;- Key: -w- water -g- gas -ss- sewer $ water hydrant O . water valve VS Mercer St. (P.^. Roi 7869). Seattle, V.A 9S. I (20(',) 6n4";A7 RF-CF-OVED lWlu 01MMELL TDOMH J U N 1 1993 TOM MITCHELL ARCHITECT ENGINEERING 1010 TURNER WAY E. SEATTLE, WA.98112 Ilk, �, (206) 323- 6751 �4� DATE PROJECT :mtlsclwu� COPIES ENCLOSURES4"�kli:;ofW,#..Alilre STF�° T FILE CITY OF EDMONDS LAURA M. HALL 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT l C) p Public Works • Planning • Parks and Recreation • Engineering 89�.19 May 17, 1993 Mailed 5/18/93 Tom Mitchell P. O..Box 3952 Seattle, WA 98124 Re: Harkins SFR at.1006 Sprague Street Dear Mr. Mitchell, During our engineering review for the subject building application, the following concerns arose, which need to be resolved before we can complete our review: a) Grading exceeds 500 cubic yards. A conditional use permit will be required. b) Rockery exceeds 6 feet in height. Rockeries exceeding that height must be designed by an engineer. c) Rockery along east property line must be set back 2 feet from the property line. d) Connect storm detention system to City catch basin located in the park. e) Foundation drains are not connected to the detention system. If you have any questions, please call me at 771-0220, extension 324. Sincerely, ADDISON L. CHRISMAN IV Engineering Inspector ALC/sdt c: Jeannine Graf, Acting Building Official HARKINS/TXTST530 A er t • Incorporated August 11, 1890 e Sister Cities International — Hekinan, Japan CITY OF EDMONDS LAURA M. HALL MAYOR 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (266) 771-0220 FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT I p Public Works • Planning . Parks and Recreation . Engineering 890-1g BUILDING May 17, 1993 AIAY 18 1993 Tom Mitchell ' ! P. 0. Box 3952 Seattle, WA 98124®� Re: Harkins SFR at 1006 Sprague Street Dear Mr. Mitchell, During our engineering review for the subject building application, the following concerns arose, which need to be resolved before we can complete our review: a) Grading exceeds 500 cubic yards. A conditional use permit will be required. b) Rockery exceeds 6 feet in height. Rockeries exceeding that height must be designed by an engineer. c) Rockery along east property line must be set back 2 feet from the property line. d) Connect storm detention system to City catch basin located in the park. e) Foundation drains are not connected to the detention system. If you have any questions, please call me at 771-0220, extension 324. Sincerely, ADDISON L. CHRISMAN IV Engineering Inspector ALC/sdt c: Jeannine Graf,..Acting Building Official HARKINS/TXTST530 • Incorporated August 11;1890 0 Sister Cities International — Hekinan, Japan PERMrr APPLICATION REQUHUMCDM TO: ' Permit Coordinator, Building Division FROM: Lyle Chrisman, Engineering Inspector OWNER 10'5' PLAN CK // �3' ✓�l ADDRESS: (d v `� tS � ST DATE nZ4— g r After review of the subject permit application, the following requirements mustbe met. 1. Construction hours are: WEEIKDAYS.......... 7:00 A.M: 10:00 P.M. WEEKENDSMOLIDAYS..... 10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY- Construction Permit is required for all work on Publicproperty. (ECDC 18.60) 3. Truck haul route plan must be submitted and approved prior to permit issuance. 4. Builder/Owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 18.30.030d) S. NO WORK SHALL BE DONE W 7HWZS FEET OF STREAMS OR 10 FEET FROMANY CLOSED DRAINAGE FACIT, PLY. Bi7II.DERIOWNER IS REPSONSIBLB FOR MENT7FYI2VG CONDIHONS ON THE DRAWING. (ECDC 18.30.S0G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) 7. INSPECTIONS ARE REQUnUM ON STORM DRAINAGE SYSTEMS, TIGH ILINES, FOUNDATION DRAINS, AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKMLING. (ECDC 18.30) 8. Repair or replace all defective existing curb, gutter, and sidewalk adjacent to the property. If an intersection is involved a handicap ramp may be required. Contractor shall meet with the City Engineering Staff to determine the extent of repair prior to issuance of the permit. (ECDC 18.90) 9. Driveway slope shall not exceed 14 % without a waiver. Every attempt should be made to keep the slope below 14 Waiver granted to %. (ECDC 18.80.060D) 10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate perimit is required. (ECDC 18.80.060C) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 18.30) 12. No burning of construction refuse without a permit from the Fire Department. 13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.30) 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should beseparated by 10 feet minimum. (ECDC 18.10) 16. Connection to the City sanitary system is required. A separate permit.is uired. LID# !% Fees paid: Yes No Charge (ECDC 18.10) 17. Underground wiring is required on all new construction; and for additions, alterations, and repairs that exceed 50 % of the total assessed value of the structure. (ECDC 18.05.010) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DIVISION GRANTING OCCU- PANCY OF77IEBUILDING ORSTRUCTURE. (ECDC18.90) 19. S1 IqEE / 2FILE 0. 60 r A" OJECT REVIEW CHECKLISI% PROJECT NAME:- PLAN CMk PROJECT ADDRESS: RECEIPT DATE- - EVIEW D. 8 Setbacks/Variance/Setback Adjustment ............. ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . Conditional Use Permit M 2 ADB Requirements Other Zoning Requirements . . . . . . Underground Wiring Required -- - -------------- .-,: 14 04A q3 Lot Slope 1596 . .... ...... - SEPA Environmental Checklistf Hydraulics Permit Tree Cutting Plan . . . .MYi. . . . . . . . . . . Plat/Subdivision Requirements .......... Legal Description Verification Quit Claim/Street Dedications . . . . . . . . . . . . . . . . . Easements -Public/Private 12 Engineering Storm Drain Review Fee . . . . . . ... . ........ -.13 Engineering 2.2 Inspection Fee Drainage Plan (On -Site) KAuq9 Setback - To of Bank, Stream, Water Courses Setback -Storm Drain Line . . . . . . . . . . . . . - - - - - - - - - - - - - . . . . . . Open Ditch - Existing . . . ...... ....... e.-I. ... . . . . . . . . .18. Culvert Required 19: Culvert Size r.20 Shoulder Drainage/Shale Open Runoff Catch. Basin Required Driveway Slope & Vehicle Access adt- . . . . . . . . . . . . . . . . . -23 Sidewalk Required Curb & Gutter Required r0d> . . . . . . . . . . . . . . . . 26: Curb Cut For Driveway Required ............. . .. .26 Street Paving Required . . . . . . . . . . . . . . . . ................ ... . . . . . . . . . . . . . . r 27 Right -Of -Way Construction Permit Required !11,5 ........ Street Name Sign Required .-2.8... Other Signing Required "NEW Bond Required For Public Improvements 31 FEMA Map Check/Water Table Side Sewer Availability LY95 . . ... .... . . M . . . . . :33- Calculate Sewer Connection Fee It No LID # '34 Create Street File 35: Existing Water Main Size P-11MOM (P"rx- Water Meter Size �,/.Y " 31 Service Line Size 31,j 38-� Water Meter Charge Required ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 39 Hydrant Required ............ 40 Hydrant Size Existing ..................... . . . . . 94 41 Fire Line Charge Required - Sprinkler ..................... . . . . . . . . . . . . . .. . 3 42: Street Cut 43 Miscellaneous 1! '700 ... ................ . .................. 44 Reviewed By: FIRE Iota- Ve51q,,xb &4 6w4a.. PLANNING ENGINEERING PUBLIC WORKS -3 A /3oz 15,-K ( 4- z� �Jo� Zv Gov 1s; s 3x 2, 97 /8sn 3Z Dl W �� Z770. �U7� N N N H F F W W W N VI ka NO0 �N aa3 AAA cv cv w e; • U A:;' tom— A IkvZJG P- > 10, z ZG lc>4 4- G 103e--y g(, AZ�'47- F3 Fj`F lot 40 -OtALI = 5l � + Io3l = m8ey 37 13 t�o� ��ty� I • of ,�,N 0 aaa 0 STR�c"T Fj(F Af2F.4 .6 I� Ivl S — / _-- '•055 � I � 4 B ,4RA z=-is5" = s3Gsr- Z .54-II,S XS1 = 3o6s1= 2 3oro+�'��k 33 =SIS S 4j ,As2&A- 6 6,5 + 1.5 x IL— Y. 4-- Y. 33 9�3 SIS T� ,Q She6TREET FILE GRADING CALCULATIONS: TOTAL CUT OWNER JIM HARKINS PROJECT ADDRESS 1006 SPRAGUE ST. EDMONDS ARCHITECT: TOM MITCHELL CALCULATION BY: TOM MITCHELL AREA AREA AVERAGE FINAL AVERAGE EXIST. DIFFERENCE NO. GRADE GRADE 1 288 86 87 1 2 53 86 89 3 3 23 86 91 5 4 4 86 92 7 5 77 95.5 97 1.5 6 35 95.5 99 3.5 7 14 95.5 98 2.5 8 8 95.5 100 4.5 9 215 85.5 87 1.5 10 209 85.5 89 3.5 11 175 85.5 91 5.5 12 185 85.5 93 7.5 13 160 85.5 95 9.5 14 131 85.5 97 11.5 15 164 85.5 99 13.5 16 7 95 97 2 17 55 95 99 4 18 409 95 100.5 5.5 19 60 95 97 2 20 18 95.5 98 2.5 21 173 97 99 2 22 94 99 100.5 1.5 TOTAL VOLUME VOLUME (FT.3) (YD.) 288 159 115 28 115.5 122.5 35 36 322.5 731.5 962.5 1387.5 1520 1506.5 I 2214 14 220 2249.5 120 45 346 211.5 12749.5 472 i i TOM MITCHELL, ARCHITECT (206) 933-0538 P.O. Box 3952 Seattle, WA 98124 Page 1 /OrJIJFl.`I• TO C>✓ 85.00 N89'59'36"W 82 84 / / '2AP OUTLET 90 94 18" X 42'-0 DETENTION PIPE PER CITY OF EDMONDS STADARDS / / �' �' /' /' 98 • / C5 TYP. / ROCKER' TYP(A.S. 4" TIG-ITLING, 100 86'-O /' --1-- 1/— _ b LP \V�O y�Gt�j LIVING ROOM FLOOR 103'-10" r FAMILY ROOM FLOOR 105'-O AVERAGE GRADE— (�, ■� — — — — — — — — — — — MAXIMUM _ROOF -HT- GARAGE SLAB 94'_;- / 5ASEMENT SLA5 85,-011/7" an a / / °° I �-- NE IGs 4- 21'-0 REGTA /' Ile CONT.-DRAIN-- - FUJAL LJIDTH / EXP. AGG. CONIC WALKS / 4 STAITS TYP. / / C \ \ 85.00 N89'59'36"W 3 �SXIa. i 0 0 64 w IP 54 e* TOM MITCHELL, ARCHITECT (206) 933-0538 P.O. Box 3952 Seattle, WA 98124 t1brwQ r irbio'WW a��oa ivae�es�w a4 OF f f �r err j �r rf r � I r rr r or, / r " u err 4.1 / r � x 0-9 t� KWIvN 1wIf rift r it7 G'h hpMC W0* ,$tAFAppb �, rr J r as TY �� / rr el4 T16WTLl�i�' O r. �.: -i=. '/ r� 7 Ile rO r -�r----'-------.. — - tt�- --� - OX t r Elf) KILT hL ,_ v I f T 00 ab f t; -ta f �,_,� r I '- HEIGHT C LG. - Lr-Q .• � seaffff f �F •f'� rs'r � i�}Jr1�WIQTIi. � . dtdrre tom. 54 �� ��� abwv Noo•b�'�"� —----,----------— — — — — — — — 100 CA Zone �S- Corner/V RECEIVED Setbacks Flag _ Re aired _.._.._._._...__ . A PROVE PLANNING Front �, Awl JUN 16 2004 Sides S ao Vdl°� Rear �� 1 _ �� PERMIT COUNTER Other 6a CA4 E FILE rl 4,1 Recelveo JUN 16 2COif PERMIT COUNTEF STREEi F4kE,, r-t 8# r'r rr J �• .,r' fir' fry. � / - -- ---- j L MR r-It7 0 kip bMpt jbtAPAmp# r -4` rr r j re r� rr � may �5 411 TUTWTLI�rr k 1 � f I � � f r r,•r— rr � �'r •�f � I- r r errrf 84 - --------------- �, t °� � � �' � I I© � �' 1 ! l� NL rr/ 1 � ,�, ��.� / �`l` .'�,�� f o �► �'-4 f � �lC-�tk'r �CLG-5 I ,r � Q L viP* R.0�t FL Op. 104--o 41 � I " l o I r f+' AEI-�;r -1111LY 947-A-1�h�L 1.6'-Q '+ � QR Ee ••' r� , � f I I act y. r+ r� f �'g' ( I '•'--`' HEIGHT 4+ LC, l •' //• X hI/14 �ri I I� 1 r41'l f rr � r� r ?RILrLrWIG'T}i r — _I,�_ WA� TOM MITCHELL, ARCHITECT rs � (206) 933-653$ P.O. Box 3952 nil I Seattle, WA 98124 �5 1h •-h .1 •1 -- -- -- ----- --__-- .. .-__---- _.._.__ *DO na wwv ea R m 97 u 66 1-7-------------------- le,94 sP 11 stet CA Zone RS 6 Corner/ Fla&N Setbacks Require Actual R E C E IV E D _ - — - ... �o i Front JUN 1 6 2004 PROV D BY PLANNING Sides 6! 6 y Rear S 6� PERMIT COUNTER Other Hei t oL S rAgx. No C^ f e CITY COPY