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709 DRIFTWOOD PL.PDF11111111111111 10921 709 DRIFTWOOD PL { TAX ACCOUNTIPARCEL NUMBER: 21032Joo?))o DO BUILDING PERMIT (NEW STRUCTURE): / 3g COVENANTS (RECORDED) CRITICAL AREAS:— �� DETERMINATION: ❑ Conditional Waiver ❑Study Required aiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: III I PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): l9g2,Dt Z(N1eCN,) 2MD &ce PLANNING DATA CHECKLIST DATED: �b U SCALED PLOT PLAN DATED: v SEWER LID FEE $: LID #: % 5 SHORT PLAT FILE: S_ 2i+•Fq-� LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMITS) #: GEOTECH REPORT DATED: I '2-8' STREET USE / ENCROACHMENT PERMIT FOR: WATER METER TAP CARD DATED: L:\TEMP\DSrs\Forms\Street File Checklist.doc PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name:AL fin' .Z"1 p' 3 p D (D D D Date: v �� Site Address: O . P16t(e_ i Plan Check #: \ o Project Description: I „/ Reduced Site Plan. Provided: NO) Zoning: S I �- Map Page: �- FcornerLot: (YES / O Flag Lot: F3S/ NO) Critical Areas Determination #: r, Q�4 4P 1 g ❑ Study Required Waiver SEPA Determination: V-Exempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form _ Required Setbacks t l v Side: w 10 Side: l �) Actual Setbacks LJ,9 of, - a et: IO Side: i� Side: C;LDetached Structures: S ❑ Rockeries: / / �k I S s/Trelli'ses: -f Ulc S o� c„Vt S� ��f /// ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: .. Buildin Heigh t J Datum onm t: S £����- S� s Avve Datum Elevation: Maximum Height Allowed: Z �' Actual Height: -! V , : L Other :e ,ll Parking Required: Z Parking Provided: Z n 0 `.10 Lot Area: -ZQ q -7 3 Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: �. I Z . -+- a. a ! j f v -Z 7 ADU Created: (YES /(K Subdivision: Legal Nonconforming Land Use Determination Issued: (YES /0 Comments �, Iq 21alon_9 c 13 'I �S G- A v>� z,I U l�I� /� o� 7f Plan Review By: /'/r(� !/ i/ - Planning Data Form 04-11-06.doc i r-- • � alp+ act. _ - � •�• � Ems' `-- h1: ir RliE ,rzn� �r ;lo.t three lob plan, r_ 3 � L ; T IVleterN�t' �} �t 1, : 3 . � _ t.Tap T x size / ` 7,o�kt� ' Z77 } s _ w � JJ ., Blk d SerkVice` Location ' {, r ` } 1 M } T YlVieter� 'Locatlon+�� OF Z721i / o o n • f a i Pressure 17 lbs •.Test � f -� l 'Send"$ills toy; a� t Foreman uar Voucher ` No $ £i �' f . EZernarks1i:k.. 3 O, y...... y f �i ti 1 OUTGOING Index Reg Route Bk Stencil Card, ' -, AINCOMING ° Iridex Reg Route Bk Stencil Card. 1 .:�."m t. �T'h '?.. R"^vr:^^-a�a,""'.i„RT' . _—. fir.• �^';a^?a'^^!t NEW. SERVICE1STLATION DIAL A DIG# !� P.U.D. TELEPHONE CABLE T.V. ok too, GAS ST OTHER , EET FILE FUTURE SERVICE INSTL:( YES, NO BORE: CUT: SURCHARGE: YES NO 4 DATE: 617'' f = �j INITIAL: UNLOCK ri DATE: INITIAL: ACCOUNT NUMBER: SUPPLIER: TREATMENT PLANT SIDE -SEWER PERMIT B L T # INITIAL: DATE: TAP CARD JMETER__SHEETJAPPLICATION/ DISPATCH 'City of Edmonds Al,OVt.°M�, Site Classification Worksheet Page 1 of 2 The project's Site Classification will dictate the specific stormwater managemerif requirements applicable to your site. Completing this worksheet will help determine the amount of��� regulated impervious surface and whether your project falls into the classification of a Small Site (Category 1 or Category 2), or a Minor Site. Please reference the Glossar ( . 10-11), Figures I�tatad 14 E, (pp. 8-9), and Examples (pp. 11-12), to assist with completion of this worksheet. -,._W. l' ,.,.avf SEl'tifiCES CTI. 1) Is Permeable Pavement' Proposed For Use on this Site? El Yes O--No Refer to Stormwater Supplement Chapter 5.1 If YES, the subject area is to be considered impervious for initial site classification purposes. Include total permeable pavement area in the calculation of Non -Regulated, Replaced and/or New impervious surface areas in the table below. 2) Determine the Amount and Type of Existing & Proposed Impervious Surface for the Site Refer to Stormwater Supplement Chapter 2 and Fig. C Line 1: Identify the Non -Regulated Impervious Surface Area. Line 2: Identify the Replaced Impervious Surface Area, dividing the total between Exempt and Regulated; either or both may be zero. Note: For project classification purposes, Replaced Impervious may only be considered exempt under certain conditions. Refer to the Glossary and Figure D. Line 3: Identify the New Impervious Surface Area for your project. All impervious areas created post -July 7, 1977 or after the date of annexation into the City are regulated & should be included in this total unless they can be categorized separately as a Replaced -Regulated area. Line 4: Enter the sum of the total Replaced -Regulated plus the total New impervious areas. Line 5: Identify the total area currently mitigated by an existing city -approved stormwater management system. Line 6: Enter the sum of the value in Line 4 less the value in Line 5 to identify the total Regulated area in which stormwater controls have not yet been applied. Line 7: Identify the total area proposed to be mitigated through the use of Low Impact Development Techniques. Line 8: Identify the total area proposed to be mitigated through conventional Stormwater Management Techniques. ** Provide a copy of the following table on the drainage plan sheet for the proposed project ** Line Type Area (square feet) 1. Non -Regulated Exempt Regulated 2. Replaced J - T ---------- 3. New (Post 1977) -� -� 4 4 4 4 4 4 4 1 + I 3 6 2 • • •;.. • • A • • O •, 9 • I A • • r. . • • • • • r r r .I I a • • r r .I I I • • r r Total Regulated Impervious Area 4' Mitigation required if in excess of 2000s 5. Total Area Mitigated by Existing Stormwater Management System(s) I i au.. A en.. • uur. ••our:. aur.. no j 44 6.Dgar ••• • • ..•• i• ••• • A •• It, •� SC . I = 7. Area Proposed to be Mitigated by Low Impact Development Techniques I = 8. Area Proposed to be Mitigated through Conventional SWM Techniques:00 _ to -k—r-cy tA Z,-� 1 Ll (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving grids, or plastic lattices filled with to Revised on 310512012 E72-SWM_Erosion_Control-03.05. t 2.doc �PJa e'S o o c4vy_ WQ�!5 r / --Roof D ownspod Rd Downspout Catch Basin (Yard Dram) APR i � I GEVEL0P:Vd-6N► si O DRY WELL 48lmh Diameter hole Filledwith PLAN VIEW t /2-8" Washed Drain Rock NTS Roof Downspout Mark Center of Hol House Overflow or Other rream Splash Block. Topsail Flushwith Surface -------------------- N1 c.:v ., ` ->�}' �,•`� 1' mice. flow Fine Mesh Screen Min d a PVC Pipe CatchBasin . (Wd Drain) 481n:h Diameter varies Sides of Hole hole Filledwith Lined with t /2. T Washed Filter Fabric Drain Rock DRY WELL SECTION ' NTS Figure A-5. Typical drywell (Figure 3.4 in Volume III of Washington State Department of Ecology's Stormwater Management Manual for Western Washington [Ecology 20051) NrW iMPF,9V(0U-�75�y s� T• goo = 3t� ��t• -15- a PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name: Date: 3��aOl Site Address: O Tax Parcel �o 03 f 3 o o 3©-7 0 p Project Descripti, n: �1 T • om` ' ov\ dj k .6I ) Plan Check # : I b ao 10 Reduced Site Plan Provided: (YES / NO) Zoning:�— Map Page: Corner Lot: (YES / I� Flag Lot: ( / NO) Critical Areas Determination #: CgAa-obl6ol ❑ Study Required Waiver SEPA Determination: WLxempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee - ❑ Checklist ❑ APO List with notarized form Required Setbacks. , F ` NE. Side: 7 1 Si meat : a Actual setbacks Street: Side: Side: Rear: ❑ Detached Structures: ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: Stairs/Deck: Buildin Hei ht.. . . Datum Point: NUJ �o��r Datum Elevation:. l J Maximum Height Allowed: .}�' `�' Actual Height: 11 . Other.. ... Parking Required: Parking Provided: Lot Area: `�,L) L(-7`S h Maximum Lot Coverage: 35% Proposed: <�'76 4 F. � Lot Coverage Calculations: A- ��7 ��� S �G — (9512. ADU Created: (YES / NO) . Subdivision: S Legal Nonconforming Land Use Determination Issued: (YES CN)0) Comments a Plan Review By: Planning Data Form 07-14-09.doc Side�Sewer Drawing The CityOf Ec1mOnC�S EASEMENT NO - -------------------------------------------- NEW CONSTRUCTION ® REPAIRS ❑ LID NO- ------------------ -ASMT. NO. -------------_--- OWNER--dULI.E... ROMLF------------------------------------------------------------ CONTRACTOR ------ COtA_STt------------------ PERMIT NO. 7-I-17------ JOB ADDRESS _7059-------D-RuFTWoQr-)-- --- P :.......--..--. � 6" v I Z PWW-0001-11/75 (REV.11/78) LEGAL DESCRIPTION: LOT NO. ------ 4-------------_------------ BLOCK NO..--------------------------------.-. ----------------------------------------5FC.T110—IN V3...T.z-7 t4--------Rae..... EDMOND_ S TREATMENT. PLANT. NAMEOF ADDITION--------------------------------------............................................. ----------------------------=-- PV.C. I s �w M TN O NG fo"CONc._ -�e LU NOTICE: NO WARRANTY OF ACC ACY. The Information shown on the attachad map was compiled for use the City of Edmonds, its. e c! -ces and consultants. The City of Edmo s does not warrant the accur�Ly of anything set forth on the map. Any erson or entity requesting a copy sh: ld conduct an independent tnqui garding the Information shcavrn o� the reap, including, but not limited t the location of any sewer stub shown. Such sewer stubs may or may not exist and may or may not exist at the location shown, Neither the City of Edmonds nor its employees or officers shall be liable for the information given on this map, nor for any or21 representation provided based upon said map l_J Approved: DATE . 3`--g- BY �" CITY OF EDMONDS " (J�y� �� BUILDING DEPARTMENT WORK 1;::,!--A ADDRESS-2-M. -2 OWNER b6 APPROVED'DA 19rl va BLDG..OFFICIAL PER'V NUMBER 40JACE"T re EIM. t-4 4 IMC axT. Dfzlv-rvvAlvl�* EXT Fqzy"/zAVs svr. 00 00 py. Pet I -=F'r L.IAIF L 0 20' -Lt4 STALL- - G 4f PRO p a R-T Y LINE PRE? 0WA,1EV.,. A-44p., 4='L LRpp AtjtjtiUVtU AS - NU I W BY ENGINEERING Date: DONOT Ekscm,st-cr ok P-Es-rp"CT Acc&S5 TO WAT-ER 0! Oml;rVV�0 PL. )o.4,7 RECEIVED MAR 2 4 7004 PERMIT COUNTER air..,.. .a``,•...• _:_::.Rr-..: .''��-s,.'.' U"L __., w,...�.:... '-�..-I LHfAII ^••^•�.".'"� CITY OF EL��6NbS zol,t f 11 NUMceII K04��4 s CONSTRUCTION PER APPLICATION you �S� ? ���---•••---��� ^/�7Tw �- lvlCC`�.•/ 9 �.J I�LI` C-�y �. - - LEc,AL UESCRI VT+Oh �ECv, SUDDI VISION NO. ]LIP NO. • h .. 11167-1 m — -- + OF LVAY PEN OFFICIAL STREET MAP ctI�ti1cY..'itit� ' �+ �J�q - 1 i EAI ih,,•_�-• rREOUIREG DEDICATION Sg� � .. \•c -- --.---- ---' - PnOPOSED__�iYr ol Tlti �� , .FIGHT OF WAY CONSTRUCTION PERMIT REQUIRED .. -- - } '' STREET t,'SE PERMIT REQUIRED[; Z /�__ -- SEE ENGINEERI G VEMC DATED I'_._ SEE Pi N Ct('.l. Hw E', i-nE�r. _IbT DATED. T . 'I ' � Jilt FIXIDRE UNITS RE MA P..'�ESSU`''�a= �'��r�U`A�4V, 2Emp T I pv,r. AdLA LlY F,tv1EW' - ADa NO- - PRO"OSED COMPLETE- - EXEMPT L. , s t ,- orcn_ y f + UREL 'E I! f jj " 2 .. .V r'i��' I� ,- - ..,..A •. \.[ �� � uLANr'ryy(i REVIEW 9v' ;i - LOi COvERA E u I • � c �—.--'-------_..- "— '—. � �(� ' 'i Li. g,DE � � REAR �iJ !E.•�Ff I i --- RE L. A_ 5 t eT„ — _ ..--- Y. CnE ncl:• F• +�i?e �ij CONS?.RUCTQN COoF r+EIGNf . R AgEA OCCUPANc,f: �•r OCCUPAAT .i---•—'-- -—.._._— 'TE- _ �- GROUP � LOAD �� - f r I - - /ti0 [7 cr�,yl�U/- 4 7� 2-a liv .. .. � I ------•�,- ti `hE�1PN1-!�: {.o.�,llu� h`,c�Y�,�✓�'e,�s` - \ \'A;UATrOh 'L4 FEE_- d. - " T� d ` — i I - - " ��, \ �v•iC,�': , APPLICAT10 -APPROVAL a S ,~, ( ' E� 11Is-app.lIptiOn I ,not a permit until . . ec..n_ L s_ + " �l :a_or signed by;;he f3OHd np OfhClal or his C , •• r„ . s . ' 0.0— Deputy; and fees arc aid, and receipt is 1 .,e it SUra �a ,,•5=L" �... acknowlodged in.spacL provided. I �.•.."t ,%.LV-i L� 1 -� I C, �1 '�i.v. Ocr+GAA jl c C �cC I T• E CITY „MUN ., lh�. . ATrENTION j .l�r-2 7. L V17 2. 3: 4. 5. 6. • 0 Critical Areas Checklist CA File No: g ite Information (soils/ topography/hydrology/ve etati/on) Site. Address/ Location: _ c��G� ` Property Tax Account Number: D 3 O O 3o �6 oo l °`D 13 2 - 033 Approximate Site Size (acres or square feet):. r `f Gait-C. Is this site currently.developed? yes; no. ` If yes; how is site developed? dLC�,e 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). 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): Site contains areas of year-round standing wate�e; • Approx. Dep Site contains areas of seasonal standing water: Approx. Depth: What season(s) of the year? Site is in the floodway floodplain of a water course. Site contains a creek or an area where water flows across the grounds surface. Flows are year-round? PO Flows are seasonal? (What time of year? ). 10. �1�ndscaped forested • meadow ; shrubs ; mixed (lawn, shrub�etc �C 11. Obvious wetland is -present on site:Q For City Staff Use Only . 1. Plan Check Number, if applicable? 2. Site is Zoned? 3. SCS mapped soil type(s)? 4. 5. Critical Areas inventory or C.A. map indicates Critical Area on site? k9n DETERMINATION STUDY REQUIRED X WAIVER Reviewed by: � -1 - _ -Cb „ a D Date: Q -- a -7 -- C7)S - Critical Areas Checklist.doc/4.22.2003 EJ City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 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: � 0 City Receipt #: cS1 5'S0 Critical. Areas File #: 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 application on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT DATE 2�—klo Property Owner's Authorization By my signature, I certify that I have autho ' d 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 applicatio - - SIGNATURE OF OWNER0"'^'/ DATE `� d Owner/Applicant: Name Street Address City S a Zip Telephone: 9 l Email address (optional): Applicant Representative: Name Street Address City State Zip Telephone: •. Email Address (optional): Critical Areas Checidist.doc/4.22.2003 The City of Edmonds Side Sewer Drawing EASEMENT NO. ................. I ............ ............... NEW CONSTRUCTION tg REPAIRS n LID NO ................... ASMT. NO - ------------------ OWNER .......................................................... CONTRACTOR --- 7B-G-t4ARR(3-'S ------ COMS-r-t- ---------------- PERMIT NO. 7.1-17 ------ JOB ADDRESS --7 05 ------- D.R-tFTwoor) ---- P -L2 ............. LEGAL DESCRIPTION: LOT NO. ------ 4 ........................... BLOCK NO. .................................. ----------------------------.5CT t------v - v7 ........ Ra� ---- ------ ---E-D---M-O-N---D---S TREATMENT P-L- ANT NAMEOF ADDITION -------------------------------------------------------------------------------------- ----- ------------------- PWW-0001-11/75 (REV.11/78) 0 P b 0 0 Approved: DATE .................. By Y40------------ 17,0er" /;F7, ir 011� ,CITY OF EDMONDS _ PUBLIC WORKS : DEPART FOR FOR INSPECTION CALL Permit :, Ext. M10 Issue Date �- SIDE SEWER PERMIT. �7 _ �n� 7912- PERMIT MUST -BE POSTED ON JOB_ SITE l . .'Address of Construction - j O� t1JOoc7 2. .Property Legal Description (include all, easements) LcT y '��_ c_7-lo J k3 7-�71w h' 3 C S— 27- 80 Lot 3. Single Family Residence X Multi -Family No. of Commercial EDMD19DT-- / TREATMENT, PLANT. 4. Owner and/or Builder j LIE t�(,V-)L (OL,011JErZ) -' 5. Contractor & License No. 6. Invasion into City Right -of -Way: No .k Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig (149Ai�W) before excavation): 1-800-424-SSSS 7. Cross other private property: Yes No X Easement required - u attach legal description and county easement number. READ THE FOL.LOWI.NG AND SIGN: STREET FILE a. Property owners must obtain a permit to install side sewers on �H their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. w b. The side sewer contractor assumes full reponsibility for each Ei installation for one year. aC. Commercial establishment requires a minimum of a six inch (6") side sewer line. o 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% (1.150} O and maximum grade of 100% (450). o H f. No turn in side sewer greater than 45 (1/8,bend) is allowed 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: Gf i r` !"r? / �/ /7 �, Y1 Cif /�'1 S A?, �� I certify that I have read lv7 ._SF't.Jer 40 r�PLj f_e1S,&"dye and shall comply with the above H PERMIT FEE: �(), �� DISAPPROVED BY: Date: �wctnk Char (�, Od B : Date: CONNECTION FE8 : APPROVED By : Date : 3 -/-R w * PERMIT MUST BE POSTED ON JOB SITE "ITY OF EDMONDS BUILDING DEPARTMENT lCvlcjz_ MAJ-42- bz (b cok--CA Drx pfi✓a4cPrapeP-� wopvt — ADDRESS O\AJi\!ER— APPROVED DATE: 13LDG, CFFICIAC ----------- o Ala EXT F4Z'e"/MA0,S Estr, clep Q.91 Cl -11b PRopEFZT%v- LIAT 16 LFT FEWC 20" -L"STALL- — G p R 0 P F-p-T 1-r LwE FIROP, AICIZ�RZSS 4='L � 7 L C>FZ I 0 Pj_, APPROVED AS NOTED BY ENGINEERING Date: �0-/- QC 1-40T C-Ai(Z�k04CM ,C-4-%C-A4CtlETl Ctz RE-s-re-tcr ACCESS. T-0 WATER, mc-T-6jeCS) v )D.0 " M CITY OF EDMOAfETDRPc-BARBARA FAHEY ' ��AA � MAYOR 7110-210TH ST.S.W. • EDMONDS, WA 98026 • (206) 771-0235 • FAX (206) 74 -60F/t COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION 16,St.1g9(3 May 9, 1996 Julie Rowe 709 Driftwood Place Edmonds, WA 98020 Dear Ms. Rowe: I have reviewed your account and will allow a credit in accordance with our City policy. The policy states that. the customer will be billed at the retail rate based upon the average water consumption for the same period during the previous year. In addition, the excess water lost from the leak will be billed to customer at the City's wholesale rate with a 15% surcharge added for administrative cost. Only one leak credit will be granted in any three year period. , Should you have any additional questions after you receive your new billing, please contact Ilene Larson, Utility Billing Clerk, at 771-0241. Sincerely, Ron Holland Water/Sewer Supervisor RH/lk cc: Ilene Larson Utility Billing Clerk i wordata\water\credit96\#227625 • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan so April 29, 1996 To whom it may concern: Do to a water leak, my last water bill was extremely high. If you check my previous bills, you will see my usage is usually around 6-8 cu ft. This bill was 36 cu. ft. I have had the leak fixed and wondered if some adjustment can be made to my billing. Sincerely, 709 Driftwood PL Edmonds, Wa 98020 C ITY• OF 17Dh10 S Off' SEIVER DEPARIMENT - i STOPPAGE OF SANITARY SEIVER MAIN REPORT DATE: NmjEmRE2 . )9g4 TI1`IE CALL RECEIVED: LOCATION OF STOPPAGE: -(� �^ - (� I P-T V J-00 D TIME OF ARRIVAL ON THE JOB SITE: '•4 Q TIME NORMAL FLOW OF SANITARY SEIVER REESTABLISIiED: AyA CAUSE OF STOPPAGE: C-�F V C li(pOp 1 PLC L.CAC [= AT OR ACTION' REQUIRED TO CLEAR MAIN AND/OR LAIT:RAI.: C ITS C R .y`NS DUG UP AP G.O. NEAR 80 C A i0 )SM �Ev.J Q DIJE Q eULL POOTS our n F t 87Z:: R A L 70 A,l_.L OW C. LIMP- I t_ L-� H NV6 To eE DUG U P 70 -PP0PE2L� RC--PAI R .—REPAiRF_D �1ov.1 ,19ad CITY CREW ON STOPPAGE CALL OUT (Personnel Involved) : ' C,p-v7 �-I, t �� {4 L_stN.D LOCATION OF RESIDENCE AFFECTED: 709 :B 2coK N\CR(2- I�L11`NE, ADDRESS, AND PHONE MT�IBCR OF PROPER"IY OWNER: DESCRIBE DAMAGE TO PRIVATE N'IZUPI:R"IY : �,AO -�— p\ (,.A, p,,C (2CF0 2 EI; ) i JI t`z 1 O 18 3. / ,\ WA 6--A y Y Ex'D�+'t� JuIY t�e1 1 c FEDERAL EMERGENCY A'tANAGEMENT AGENC NATIONAL FLOOD INSURANCE PROGRAM• ®� (y®�� e.1FI�. A /((y��-Y � C.ryp�. any{ ��(�,'JoI��I n(yYj{(1y��a_ Q((/�� {pQ}! E L E tl 6 tl tl 1® C E R Y Y' Y O. �! tl Y� Utz: II - c Pie -FIRM construct on afier _ .. C•r:;tr i,c:,c ,' SaaCwl Wod Hazard Areas 2) (�• .� _ ,,,,, c nr,s ra:ctl its Post FlRtd rulCs: - _ ..•1t .r 0 ti • - L C � . _ .. t1_�7 _ T vJCCyt?__L aN� � o� DS . ni'tIF- i DS vlA • .... ... , � � ate.: .:.,. �..: e:,ic; • r r'•: 5.; _- - 3s' c"•, •�• n!i•rp,vi .nv, data a%actable. I'under standthat any false I St on ICWt / .'I. ICA 0' , , , ,. Pe. n�iI UI', L a, of 1 hcg,stvled P: Ole s" 0n31 Engmucr,- - , . .__ ___ —•—'-._—"�— it-i, 1 F2 k1. - I � >O : t 1 47 IJr.. Emv,gl .[ It pllalG wai, lric cOmmun ty s floodplain- .. -r _ c,.r .. ec0 01 e , ,c•v noor (Uncludin<)' basement) will be.at an elevation . ,.. -. - „• -; _ - , , ; Rt, e1L','allon may place the bullu,ng in violation Of , ... r,(,Lanl.e w•r) t:1V Com rill(till y'S !IVOd plain rnanagenn:d! - ... - _ , r ,,sr„abler 'new'' --. ,_. .. ,::'..r ".,ti Oc•U'n ' "d ,IU v,t r(an Cit U,ed) r, Co,nt,hance w,lh tnc , : 0111 C•., 0 , un1p1,4nCr wilt"lhe NFIP ',�peciNcol,ons ; r'a 0; t.tANU6ACIURE SERIAL NO N _ -------- ------------- 1 •li!;,'IJ' _ , U aRc{;,•,tend P'0'Csso 11 Engn �.. e:t !!oor (including basement) sea le.ul an(,,,•:e.'a:erage grape at the,buai ng s •e is a t .. .... - _ .. ,a, ). ,.o,., pl I•,o lgwosrl . .. - ,+. :Y - .a ., „ ,.c !J an,: •nr a,','.age g a'e at ,l he bu. 1 di nq•s,l- jl. • r . 0 op- rt • ,Ocal,on d pi;noed at)O,c "' - - - _� y , :.,! i•) U Ine nighC,t A..ja,. U: I glade tit:. l I 1 a .. '. Arcnne4tl .. _:. ..• :t-),jr. PL'Qr (- :, e ".a ... F:f,-��Ur.J'. �'nuL•r U, •I ue 'c !silnit Ubind rl)/y'wat it gn w,:n Ij . r, 1 - ng Ilty Of+ItY st ng nyir Vs; a, C I �,1 , Z, I az- (L.'In ('r i .. es I,:•:OC .. rl. , a dnd a., - '': c .H:n ltunlaynl� rvenf,(,n\) _. flood t .. . Anu I oods U) 10 the bate .Vvel oc- I - lOs Orr:�,,),es _ e • � r. , • w:CCr re%y bdl;vlq metal2-1.01 I. r,• In(:: e aclial low•e Must ,ec F,Oou)roo'ud El ,auon is __ (eet. (NG•✓D).. _. 0,,c) , —Y — —LICENSE ...` . — — — - ---- .................. NO'to, A';,a Sea) I' / zip •. _ _—_—_ —L( U���—.--._ .. S1ATE PHONE , • ' attach the original copy of the completed form to the flood Insurance. pollcy'epplleation; '• The ns irann agent snould copy should be supplied to -the policyholder and the third copy'ralalned;b'y tfle agont� _ the second INSURANCE AGENTS MAY ORDER THIS FORM 593.11T r' '' - -- _ — -LACES FE'•1A FORA1S61.9(T) ANO91.10(T), FOOO,WHICHR ' A,E OBSOLETE. F`.MA Furm 91 31. APR 02 - E nR1 t= ll(t S N:,UGNTEN , t't • I �, I r'y .. n r .' I .. i t.�Ir`�•'i:)f(:. �I',:i ,ri,-1 -( .li1t1 i'(' (lf#•'l)i'l:Llllb(.'Y':5 1913.. ".,.. vl (!c.11`' `.'1(l' h!1 thi i�'C�3y5 C :' ?.cCdl:i-an !Icc,IISeG ('nr'LnE:'rrt? p(.i;fjP 6ui'1(jint] 1j(1(1Q77 I LiL.t11I'C 11o0J Gii- ;itili Jc Ui"t11 S!i (1 `.. i the `BUl 1 11ill(, � t " NEC� s •! � Yf t f d� t k .. - / \fir_.-=�«'s--'-�•- _ _ - - `�� ri . . r.�.. t.n Edmonds, 0802U ADDRESS ASSIGNMENT • - .- n in agigr.inj an Iddr ss to your new 11.1 !Tsideiwu so it. is necessary, Lo as ip"a"neia The h1dris . Si1Q',. id be 709 nrif vin-od P 1051 have any ju pease Cr,n'_` K the you ,5,,lGn•5 Pen ina ►: iY. .. !':.} x � �. 3 j. �: Y �•.1... `C '1; •'S•.t !. b'p-t i'-s4. td 5•�'+'1i^J . r I S I ). ?.1 q iS Tk ! i� I v 1_ P� H ; L. �,�.,, C O N S ULT 1 f�l G• E N G I N 1= E r LT Vv'^,. :� 0�2 C20S) e83 3924,.. • 1 .rl Y -PUBLIC rc my (adc#ess) Cd a to "Street Right -of -Way Existing 2�, G ��...J<EQD_---�.. Z 1 Access Easements Existing D Utility Easement Existing S41V �,Ie- Alesr-el, REQD U3 lot Per Subdivision -5 —274-6 Plat Assessor Map W Site Plan Checked for Accuracy, ne Z Underground Wiring Reqd. 64 0 - Check Accuracy of�"./� . 1,egal Descript f/o n Z Review by Date Existing Water Main Sizer/L. Water Main Required Service Line Required Hydrant Size Existir =G— w Hydrant Reqd Per Fire Code Size Detector Check Meter Reqd. Cross Connection Inspection Fire Department Comments Water Meter Char Reqd-- ReviewDate Septic Tank Design Approved Date Septic Tank Permit Reqd- Permit No. Sanitary Sewer Availability 5-1 Proj*,. Drawing No. File No. Side Sewer Availability Sanitary Sewer &ecW,, ee Reqd. Review by Date ua Open Ditch Existing Reqd. 2: Culvert Reqd.2arA&12Size W Catch Basin Reqd. t Indicate on Site Plan 0 Shoulder drainage maintain collection on swale open runoff Manhole reqd. Indicate on Site Plan Soil Conditions d GYound Water Field (neckedReview by Revised: lv10-1977 � � DATE: MEMO TO: Building Division ' Planning Department FROM: Engineering Division Public Works DDparbn8xL ` . ` i SUBJECT: ---- } After review Of the sUb'`C[t Building Permit application, comments: w2 have the following | | l. Connection to City water System rO0U�d _ r6_ / 2. Connection to City sanitary sewer system required. . 3.. Right-of-way' for 8 k 4 Driveway slope t ' ' � 6 Backwater valve required if d | upstr98m manhm —��~ i 6. Water and sewer lines to be ! separated d / ` ! 7 Builder/Owner � r containing all temporary runoff and2 � � on site and may t i , �--- � � / ' �-�--. �� 7l c� ~ u — ��--------� -r III 8D 6/82 4 . PROJECT ADDRESS / OWNERS: p p HAMID ALI & ROBYN INGHAM ALI A PROVED BY PLAN ING 709 DRIFTWWOD PLACE Gone S �� Corner Flab- EDMONDS 98026`. ' �'° i SgIbacks Required _6SLuAl `�a ad !n 425=835-0286 fl�2 Frot N. W ra TAX No: 27031-300-307-600 APRr ly Sies I �`f' LEGAL: LOT 4 CITY OF EDMONDS - -__:.i .,,, 31 SERVICES On. Roar S ( S27-80 REC #8305120303 yi i'/ OF E0PTj0fv!)p) BEING POR OF GOVT LOT 4. w He!ht LOT SIZE: 20,473 SQ FT ZONE: RS-12 / �� /� / LOT COVERAGE: �'� 1\ (L,ti Z6(`f'�j3L(S 1,204 SQFTUVING If 525 SQ FT ATT GARAGE�j a r�r / 2 7 315 SQ FT DECKS S� s GY Vpf[V �, .p R�� 7810 (2044 SQ FT.EXISTING COVERAGE 9.8%) Q 2' T �`�• +4Y� T. C�+'623.6 SQ FT NEW LIVING' .6 SQFTNEW TOTAL '3. 'L An Dkr ,0 �r3 ` 4'►/ IMPERVIOUS: Wnl PAVING 2752. SQ FT \ A l EX SHED 80 SQ FT 201"D AD D Z� o - �D �ei4 s� c" TD Ne� p�Y ��u, 2L ( EX ROOFPRINT 1935.5 SQ FT 23.2%) (� + NEW ROOF PRINT: ,' 5gLt , SQ FT O IGIAL I MP. 53Cr1. S 9 (Wl . 7-'7.(6% GRADIWJ--AC. 4o:CU YARDS. HEIGHT CALCULATIONS: DATUM (persurvey) SW CORNER OF EX CONC LOWER STEPS :18.24' A. 24.' B. 18' C. 18' D. 24: 84 : 4 = 21' + 25' (MAX) = 46' PROPOSED RIDGE: 40.5' SAME AS EXISTING IN COMPLIANCE WITH NEIGHBORHOOD AGREEMENTS. (GARAGE ROOF UNCHANGED). 3,01 is 4 PROJECT ADDRESS / OWNERS: HAMID AU & ROBYN INGHAM ALI 709 . DRIFTWWOD PLACE EDMONDS 98026 425435-0286 TAX No: 27031-300-307-606 LEGAL: LOT 4 CITY OF EDMONDS S27-80 REC #8305120303 BEING POR OF GOVT LOT 4. LOT SIZE: 20,473 SQ FT ZONE: RS-12 LOT COVERAGE: 1,204 SQ FT LIVING 525 SQ FT ATT GARAGE - 315 SQ FT DECKS 2044 SQ FT EXISTING COVERAGE 9.8%) + 623-6-SQ FT NEW tPnkel' 2667.6S Q FT NEW TOTAL' 13.% �1/ Boa I3 MPERVIOUS: -' .y PAVING 2752. SQ IT EX SHED So. SQ FT 44-7 A EX ROOFPRINT 1935.5 SQ FT Fr 23.2% + NEW ROOF PRINT- 5114 SQ Ft L 70-rm- 7.Kp. GRADING:: CU YARDS. HEIGHT CALCULATIONS: ri DATUM (PersunOeY) SWCORNER OF EXI CONC LOWER STEPS: 18.241 A. 24.' B. is, C. 18, • D. 24i lii-4 - 211, + 25'(MAX) = 46' PROPOSED RIDGE: 40.Sl 46 SAME AS EXISTING IN COMPUAP CE WITH NEIGHBORHOOD AGREEMENTS. 'Dcsclq� (GARAGE ROOF UNCHANGED). o ack'a Zc-->C>6-P 4v any oZki rt a c, qL4 r4 � rif ki i va I rr- rd n:i 003 WEF,w D.2Y W EL4- LOG HAMID & ROBYN ALI (5' FRb M 3 ?4�N; 0 IMPERVIOUS: 709 DRIFTWOOD PLACE 3 ti 0 PAVED 2752 sq ft EDMONDS 98026 (drive,walks) EX RES w/ ETAX No: 27031300307600 �J N EAVES 1935.5 EX SHED 80. LEGAL: LOT 4 CITY OF ED V '} �/o : a 4767.5 sq ft S27-80. REC #8305120303 NEW AREA w/ EAVES: BEING POR OF GOUT LOT 4. PEN* w 95 sq #t �� �vJ •�y �`� !.; � � ���� � 4862.4 sq ft SLOT SIZE: 20,473 SQ FT m �` f �, /b .� ZONIII,NE: RS-12 BUILT: 1983V, r `o i \ YffF0N''-iNN1 .� • •1� TMEU.Fj10Q D Cam: NONE- `$ V•°r , / D i v \pu ROVE BY PLANNING / /ors PE2�lIOU�i• rr' f 30 a Zone S Corner Iv Flag Setbacks ftequired Actual :ln \ / �Front 1� i 0 '�- •� ��/ Sides o / �y L-CrT 4 0 4 tear (0 Sb ��� 4PPROVED GV ENGINEERI G Other W c 0 Doti He HEIGHT CALCULATIONS: ENTI� FE - E ®a�:— ill3ul,u �Aiz D NOD DATUM: --�_ -� �2 To SEPpk%tp � PIZA�NACr►b 40 P2AP� LIME.,, OWNER/CONTRACTOR IS R S N$IRI CONIC NW CORNER OF GARAGE 100. ,at�n� Fora QEou �s FOR EROSION CONTROL AND DAIi�, A : 97.5' • T COVERAGE: B. 101.5' EX RES 1147 SQ FT C. 101.STREET FILE EX GAR 504 D. 98.' SITE PLAN ' EX DECKS 221 398.= 4 = 99.5' RESUB EX SHED 80 99.5 + 25' = 124.5' MAX i I� -ITION _ 56.5 I : � D _ � A, 116.' PROPOSED. APR 2 � 2010 Applicant shall repair/replace all damage to 2008.5 SQ FT 9.8% a . utilities or frontage improvements -in City SU LDINt3 DEPART TrdENi _ right-o�way per C;ty standards that is caused ciTv D�oNt�s CL Uj or occurs during the permitted project. j s � O Qa z� 1.77',.,.^� FENCE CORNER 4.54'-- IS ON LINE: ci O cu l ELEV=23.2' ELEV=22.6'--\,,,. 3 / FIRST FINISH FLOOR ELEVATION IS 25.0' / GARAGE RIDGE ELEVATION IS 40.7'. ELEV=20.5'7� O It v / '�'—ELEV=24.0' nco ELEV=16.0' o ELEV=23.9' a o cd / �, z Qso STEPS UP-E-- RECORD of SURVEY RECORMHO Mon 2000050350005 N 71.57'05" W 277.86' FOUND REBAR & (AP, STAMPED "MERING 2621 ", N69'W 0.11' OF PROPERTY CORVER. Ar ® -=- 51.2' ----------------- 7\:�ELEV=24.0' GARAGE FINISH FLOOR ELEVATION IS 24.1' Q� I�= sz� W L. 1 z / o o I a' TEMPORARY BENCHMARK NV SW CORNER OF TOP I4sw LOT 4. OF CONCRETE STAIRS. ELEVATION=18.24 o 187 / to 'I co Ili RECORDING NO. 8305120303 in / ELEV=18.9' OVERHAN .------- ------ HAN �it V O J z ` ELEV=23.4' ----------------- ------------------------- 67.6'--------------•---------------------------- , ELEV=23.0' I t --------X_ _x_x_x — 5 71.53'29" E 160.97' 3.088• k/ N N k/ h LEGEND: BENCHMARK OR TBM ® FOUND2" DOMED BRASS DISC WITH "X" MARK, DOWN 0.9' IN CASE. ELEVATION 89.39 FEET (NAVD '88 - VERTICAL DATUM) a o FOUND 3" BRASS DISC WITH "X" MARK AND STAMPED "LSA 9891 ", DOWN 0.2' IN 4" CASING. BREAKLINE CENTER LINE ELEV ELEVATION R1 CITY OF EDMONDS SHORT SUBDMSION NO. S-27-80, RECORDING NO. 8305120303 —X—X— FENCE LINE JSCAREZ & ASSOCIATES SURVEYING & MAPPING SERVICES )6 48TH AVENUE SOUTH, SEATTLE, WASHINGTON 98118 (206) 321-3470 HOUSE LOCATION SURVEY OF, 709 DRIFTWOOD PLACE CITY OF EDMONDS COUNTY OF SNOHOMISH, STATE OF WASHINGTON FOUND REBAR & CAP, STAMPED "MERING 2621", ON PROPERTY CORNER. _ SE 1 /4, TWP. 27 SNOHOMISH SW 1 /4, SEC. 13 N., RGE. 3 E., W.M. COUNTY, WASHINGTON DATE: SEPT. 26, 2012 DRAWN. BY: RLE REVISED: --- FINAL CHECK: RLE PROJECT NO: 2012-0 32 SHEET . I -.OF 1 S 71057'05" E 153.74' ME ok Ln Co to z LOT 3BASIS OF BEARINGS:. CITY OF EDMONDS SHORT SUBDIVISION NO. S-27-80 RECORDING NO. 8305120303 Z4 NAVD '88 -VERTICAL DATUM ` '�� 0 10 5 0 10 20 GRAPHICAL SCALE: 1 10' 1 -N 71'53'29" W 500.03'- LEGAL DESCRIPTION: \ LOT 4, OF CITY OF EDMONDS SHORT PLAT NO. S-27-80 AS RECORDED MAY 12, 1983 UNDER RECORDING NO. 8305120303, RECORDS OF SNOHOMISH COUNTY AUDITOR; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. \ SURVEY NOTES: THE PURPOSE OF THIS SURVEY ARE AS FOLLOWS: y A) ESTABLISH FOUR PROPERTY CORNERS PER CITY OF EDMONDS SHORT.PLAT NO. S-27-80. o B LOCATE THE EXISTING HOUSE & GARAGE. C ESTABLISH A SPOT ELEVATION AT GRADE LEVEL AT THE MAIN CORNERS OF THE EXISTING HOUSE & GARAGE. o O D ESTABLISH A SPOT ELEVATION ON THE PEAK OF THE EXISTING HOUSE & GARAGE. O� LEGAL DESCRIPTION FOR PROPERTY WAS PROVIDED BY THE PROPERTY OWNER. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW 'v ALL EASEMENTS OR RESTRICTIONS OF RECORD OR ANY OTHER FACTS THAT A CURRENT TITLE REPORT MAY DISCLOSE. r,, �cn THE METES & BOUNDS LEGAL DESCRIPTIONS FOR LOT 4 AS SHOWN ON THE CITY OF EDMONDS SHORT PLAT'NO. S-27-80 APPEARS TO HAVE DIFFERENT POSSIBILITIES FOR THE LOCATION OF THE SOUTHEASTERLY MARGIN OF BURLINGTON NORTHERN RAIL ROAD RIGHT \ OF WAY, WHICH WERE CALCULATED AND SHOWN HEREON. NO ATTEMPT HAS BEEN MADE BY ESCAREZ & ASSOCIATES WHILE CONDUCTING THIS SURVEY TO DETERMINE THE EXISTENCE OR LOCATION OF ANY EASEMENTS WHICH MAY SERVE OR ENCUMBER THIS PROPERTY. THE CONTROLLING STREET MONUMENTS & PARTIAL IMPROVEMENTS SHOWN HEREON WERE VISITED IN THE FIELD DURING THE COURSE OF THIS SURVEY. FIELD TRAVERSE AND RADIAL SURVEY METHODS WERE MADE WITH A SOKKIA SRX3 ROBOTIC TOTAL STATION. \ THE BOUNDARY CORNERS AND LINES DEPICTED HEREON ARE PER RECORD TITLE INFORMATION AND REPRESENT DEED LINES ONLY. IT DOES NOT INDICATE THE LINES OF OWNERSHIP WHICH MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. BENCHMARK USED FOR THE VERTICAL ELEVATIONS IS DESCRIBED AS: DRIFTWOOD DRIFLANE FOUND 2" DOMED BRASS DISC WITH "X" MARK, DOWN 0.9' IN CASE LOCATED AT THE INTERSECTION OF PUGET DRIVE AND 9TH 1 1� AVENUE NORTH, WITH AN ELEVATION OF 89.39 FEET (NAVD '88-VERTICAL DATUM) (UNDER WGS SURVEY DATA DESIGNATION NO. N 71'53'29" W 555.18' 2703N23 & 2064=CAD#. a o SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR CONSIDERED AS PART OF THIS SURVEY. NO EVIDENCE OR STATEMENT IS MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS, CONTAINERS OR 2 FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THIS PROPERTY. a. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF THE PARTIES NAMED HEREIN, THEIR AGENTS AND CONSULTANTS. RIGHTS 0- TO RELY ON OR USE THIS SURVEY DO NOT EXTEND TO ANY UNNAMED PARTY WITHOUT EXPRESS RECERTIFICATION BY ESCAREZ & ASSOCIATES AND/OR THE PROFESSIONAL LAND SURVEYOR WHOSE STAMP APPEARS HEREON. COPYRIGHT 2012 ESCAREZ & ASSOCIATES. ALL RIGHTS RESERVED. NO PART OF THIS DRAWING MAY BE REPRODUCED BY w � PHOTOCOPYING, RECORDING OR BY ANY OTHER MEANS, OR STORED, PROCESSED OR TRANSMITTED IN OR BY ANY COMPUTER OR a' o OTHER SYSTEMS WITHOUT THE PRIOR WRITTEN PERMISSION OF THE PROFESSIONAL LAND SURVEYOR WHOSE STAMP APPEARS HEREON, COPIES OF THIS PLAN WITHOUT AN ORIGINAL SIGNATURE AND IMPRESSION SEAL ARE NOT VALID. THIS DRAWING IS THE PROPERTY OF ' ESCAREZ & ASSOCIATES. ANY UNAUTHORIZED USE OR REPRODUCTION OF THIS DRAWING WILL BE SUBJECT TO CIVIL PENALTIES. , xs3 1 S• AiCR iTOPOSCu W uc •.a.u�..........Y..—a-- - - �� �fD grids, or plastic lattices filled with Uirf or ttone�11 • pttj � 14- t (e.g. porous asphalt, porous concrete, paver blocks, concrete open celled paving gri P ge 07�'-'" Revised on 310512012 E72-SWM__Erosion_Con"1-03.05.12.doc Tqq ►; F�nI chi o is PKD P. L. t �.t� PA-T u M 10 -2-4' 1v 3 / fix, f 1G�I'�_> ► — s G (*A VIKO X LOC, � d� N�Ew DIZY WI;I,L j /lt o N I Al,1, prcK f F-IZ\/10U`71 ` \ V /x D s c t E— -CO Zo t 0 p Zoo Sd2 • � pCL`( LJ LC� New 20 1� ADD P W 0-k-t- PROJECT ADDRESS / OWNERS: HAMID ALI & ROBYN INGHAM ALI 709 DRIFTWWOD PLACE EDMONDS 98026 TAX No: 27031-300-307-600 LEGAL: LOT 4 CITY OF EDMONDS S27-80 REC #8305120303 BEING POR OF GOVT LOT 4. SCOPE OF PROJECT: ADD 624 SQ FT NEW LIVING ON MAIN LEVEL. REPLACE ROOF OF RESIDENCE, VAULTED OVER LIVING ROOM. GARAGE UNCHANGED. LOT SIZE: 20,473 SQ FT ZONE: RS-12 BUILT: 1983, REMODEL 2010 / BLD 2010-0129 LOT COVERAGE: 1,204 SQ FT LIVING 525 SQ FT ATT GARAGE 315 SQ FT DECKS --I4� S?CS1�o� ( 2044 SQ FT EXISTING COVERAGE 9.8%) + 623.6 SQ FT NEW LIVING 2667-.0 SQ FT NEW TOTAL 1 .% IMPERVIOUS: PAVING 2752. SQ FT EX SHED 80. ( EX ROOFPRINT 1935.5 SQ FT 23.2% i i + NEW ROOF PRINT: 5°►ti SQ FT "Cu'!•�t�- 11+�P��-V ►OV.S 5'3(ot.5 g� �' Z?. (o�'o GRADING: 12�-40 CU YARDS. N .. i Tj I� I' T �x•CaAl2. II N x OL N0 CIAA1461e— 1 _ a -a N E.W Fib r Vj'--Coif 10 Gj �T FSdrC.(C _ 1&e>-1 ' I'f� I'LAfJ [it VA to1,©t I�U'C INP a tp m N 4 HEIGHT CALCULATIONS: ` DATUM (per survey) SW CORNER OF EX CONC LOWER STEPS :18:24' A. 24.' B. 18' C. 18' D. 24. 84 4 = 21' + 25' (MAX) = 46' PROPOSED RIDGE: 40.5' SAME AS EXISTING IN COMPLIANCE WITH NEIGHBORHOOD AGREEMENTS. (GARAGE ROOF UNCHANGED). CONTACT DURING PERMIT PHASE: KRISTIN HANSON HANSON DESIGN 652 ALDER STREET EDMONDS WA 98020 425-774-7129 hansondesign@hotmail.com STRUCTURAL ENGINEER: CAROLYN JEWETT PE, SE C & G ENGINEERING 250 4' AVE SOUTH #200 EDMONDS 98020 425-78-8500 carolyni cgengineerin&com CONTRACTOR: KITCHEN PLUS, INC 12121 NE NORTHRUP WAY #201 BELLEVUE, WA 98005 LtC 425-462-0375 main # IGITC t4F * of 0 �4 CONTACT: BRAD JOHNSON a r.16.1465 206-579-8304 BJohnson@kitchenplus.com 1v� --9• 141 (IUD r � �p 6 �T- rats Y� WM ,. i Applicant shall repair/repiwe aN damage tD t3' Utilities or frontage ImprovementsIn City to 1 right-of-way per My standards that Is tT" i or occurs during the pennitd pro) d - A PRO* Eft BY PLANN C OWNER/CON'fRx Tos IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE co r:ler TABLE OF CONTENTS: tb �rpd ��L?�0d� Q�Fro t..--�'0-- 1. SITE Si s va 1.A SURVEY R ar 2. EXISTING LOWER FLOOR er m 3. EXISTING MAIN FLOOR Heiht 4. EXISTING ELEVATIONS 5. EXISTING ROOF 6. PROPOSED MAIN FLOOR 7. LOWER FLOOR/ FOUND/ FLOOR FRAMING 8. NEW ROOF STRUCTURE 9. SECTIONS �. 10. PROPOSED ELEVATIONS STREET FILE 11. GENERAL CONSTRUCTION NOTES S-1 STRUCTURAL NOTES S-2 SCHEDULES APPROVED AS NOTE® S-3 FOUNDATION ! BY E GINEERING S-4 WOOD FRAMING E S-5 ROOF. Date: or- 4" Pvc, r-00-fl JC-I ll,l 116LI P 5LD20) C) 0 I ;�_ q OF 1f 1�1 D RAPE, ri am r-A-mtc WFZes►PPED -lbr` *IPO ©vrv_ Tor OF K- m o D IZ'l W � LL N- T• 7 I • to •�td � J Q- �'g�9 2ota—o12� bo.wNSPov�t" �X DowN s PO u T To Ex, oi!�As z SOLID HOPE LOCKING LID N / 6" OR 4" PVC FOOTING /DRAIN CONNECTION (TYP.) ADS N-12 RISER 12" DIA \ w/DRILLED PERFORATED HOLES FILIM Iz- rw� lz 1G W IL,%PPFp ToN>< FILL- Ta Top. 3' WASHED ROCK o,! 1m- To P OF 2ocK -- FlLt- - ;� " M 1' v 'Dee BEARING SOIL, DRY WELL DETAIL NOT TO SCALE fi W UiZ�00. ''i00,10 4 �•�,� , APR 2 6 2010 BUCI Y OF EDMONDSNT t , °.. Ws 0 f-\ c-- E pt' N d/��/aoto I , 2. 0 /6 C-1 -7 09 RESUB APR 2 6 2010 BUILDING DEPARZ.-WENT CITY OF EDMONDS