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18704 85TH PL W.PDFIIIIIIIIIIII 8062 18704 85TH PL W PROJECT REVIEW CHECKLIST PROJECT NAME: Hif HeA-tw 6w�5r PLAN CHECK#: PROJECT ADDRESS:-- /5 704 0,15- /,� W RECEIPT DATE: -7—Z-1(o JREVIEW�D BY.--(-�Mt1dI/Da-! PLAN. IWATER COMMENTS FIRE I BLD,G. ]SEWER, STREET [STREET Setbacks/Variance/Setback Adjustment Conditional Use Permit AD13 Requirements Other Zoning Requirements Underground Wiring Required Lot Slope IS% SEPA Environmental Checklist/Hydraulics Permit Tree Cutting Plan Plat/Subdivision Requirements Legal Description Verification Quit Claim/Street Dedications Easements - Public/Private Engineering Storm Drain Review Fee 30 Engineering 2.2 Inspection Fee .2,5 Drainage Plan (On -Site) Setback - Top of Bank, Stream, Water Courses Setback - Storm Drain Line .. .... .. - Open Ditch - Existing ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .x* 18: Culven Required Culvert Size Shoulder Drainage/Shale Open Runoff ................................. 21 Catch Basin Required . . . . . . . . . . . . . . . i Drivewav Slooe & Vehicle Access Sidewalk Required .24-' Curb & Gutter Required P-S Curb Cut For Driveway Required Street Paving Required .2m Right -Of -Way Construction Permit Required Street Name Sign Required ...... ---dq Other Signing Required Bond Required For Public Improvements ....... . — FEMA Map Check/Water Table - - - - - Side Sewer Availability ..33: Calculate Sewer Connection Fee If No LID # 13 9 Create Street File L Iles Existing Water Main Size - - - - -------- - Water Meter Size Service Line Size Water Meter Charge Required ............ -75- NEW Hydrant Required ....... 40::.. Hydrant Size Existing 1101 Fire Line Charge Required - Sprinkler No ............ . . . . . . . . . . . . . . . . . . . . . IStreet Cut Miscellaneous AA Reviewed By: FIRE PLANNING ENGINEERINJUL 15 fflol-IC WORKS pUBLIC WORKS DEPT R E C 0 R D. OF C 0 N T A C T S 21 2 22 3 23 4 24 5 25 6 26 7 27 8 28 RW PERMIT DATE ISSUED RECEIPT # 9 29 10 30 11 31 12 32 13 PAID $ RECEIPT # DATE 33 SS PERMIT #.9�96 DATE ISSUED 9-e-'7-95RECEIPT 14 PAID $ RECEIPT # DATE 34 18 35 16 36 r 37 METER SIZE PAID $ 37,S- DATE FIWI-j RECEIPT J17,2Z, 18 38 19 39 20 40 1�1 4 SITE PL4,f---� LOT 8, HELLF—Re-KI RECEINfEt)' r— I T Y 0 P E'13 M 0 W rJ.3 S�JOHOMV->H C-0., Wk, 1111 1 9 1496 APPROVED'BY PLANNING pERMIT COUNTER dL car j< 'J.-7. 1-10 00 5' q m 4)c r Pl-r )4 T5 t,.c7 - t H j3c�.rL7" to 11111T ADDRE;g pu r CITY OF EDMONDS BAR R A*fEY MAYOR 7110 - 210TH ST. S.W. - EDMONDS, WA 98026 - (425) 771-01235 - FAX (425) 744-6057 COMMUNITY SERVICES DEPARTMENT - PUBLIC WORKS DIVISION "q C. 1 B913 September 26, 1997 Mike Hawkin 18704 - 85th Pl. W. Edmonds, WA 98026 Dear Resident: The City of Edmonds has a utility easement running through your yard. A sewer manhole has been buried approximately 6" deep. Sewer crews will be raising the manhole lid so it is to the existing ground level. We will try to accomplish this during the week of September 29, 1997. Please remove any debris which is covering the manhole since our crews will need access to add a ring to the manhole, bringing the manhole to ground level. If you are concerned about any property which is close to the manhole, please remove the items before the manhole is raised. If you have any questions, please call me at 771-0235, extension 649. Sincerely, Jim Waite Water/Sewer Supervisor wordata\sewefthcover * Incorporated ALJ_qust 11, 1890 0 Sister Cities International — Hekinan, Japan The City of Edmonds Water Service Drawing EASEMENT NO . ............................................ NEW CONS TRUCTION V1 REPAIRS [:j LID NO . .................. ASMT. NO . .................. OWNER................................................................................................ CONTRACTOR .................................................................................... PERMIT NO. .170S11.7. JOB ADDRESS .... tg..70 &f . 7 .... 5 . S' .. r . Aj .. R . / .. . .. W ..................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . .............. ..................... .. .... ... ... .... .. . ..... NAMEOF ADDITION .-: ........... ........................................................... ............................................ PWW-0001-1 1/75 (REV.1 1/78) DATE .......... jo-.Iq .... ... fo� ......... By leellp�� - ..... - ----- ;i;pl ------ * ..... * ---------------------- CITY OF EDMONDS Address of Construction: OEM Property Legal Description (Include all easements): SIDE SEWER' PERMIt. PERMIT NO 879G t& 2dL a) t TREATMENT PLANT Owner and/or Contractor: State License No. &)6oqC__-T-0C0(Q Building Permit No. 157� Single Family Invasion into City Right -of -Way: VNc, 13 Yes Multi -Family (No. of Units-) RW Construction Permit No. El Commercial Cross other Private Property No El Yes I X El Public Attach legal description and copy of recorded easement yiq I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. (�L _? Date d * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE. USE 011I FOR INSPECTION CALL 771-6=, PUBLIC WORKS DEPT. Permit Fee: Issued By Trunk Charge: Date Issued: Assessment Fee: A) / 117 Receipt No.: 7 A (�e Lid No. - Partial Inspection: Date -Initial - Comments Reason Rejected: Date -Initial - Final Inspection Approved: Date n itial ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy; Applicant Revised 3190 IC The ,City of Edmonds Side Sewer Drawing EASEMENT NO . ............................................ Is NEW CONSTRUCTION REPAIRS Fj LID NO . .................. IASMT. NO . .................. OWNER................................................................................ .................. CONTRACTOR ....................................................................... ............ PERMIT NO. JOB ADDRESS ------ 187014 - 85'7�1' PL--')c-1:7 LJ ............................................................................... LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO . ................................... .................................................................................................................................................................. I iNAME OF ADDITION ----------------------------------------------------------------------------------------------------------------------- W: LPLAR ATIVIII-i-T Z F :EDMONDS TM T TREATMENTPLANT Its JL 1 S 0j:_j>T14 PWW-0001-1 1175 (REVA 1/78) Approved: DATE............................................ By ...... W --- .......................... NOTICE: f\s-nvA4arra n a I The information'shown on the attached Map(s) was compiled for use by the City Of Edmonds, its Employees and Consultants. Th,e City of 'Edm.onds does not. wa rra nt t, ie accuracy of anything set for.th on these map(§-). Any person or entity -requesting a copy should conduct an independent inquiry regarding the inform-ation shown on -map(s), including, but not limited to, th'e lociation of any sew-er stub shown. Such exist and may sewer stubs may or may or may not exist at the location shown. Neither the �ity of Edmonds nor its emp-l-o-yee-s o-r office-rs -sh-a-11.1 be 1--lia.b.-Ife for the i'nformation given on this map(s), nor for ovided based any one representation pr upon . said map(s). 4 11, USE PERMIT CITY OF EDMONbs ZONEA5_ 12- NUMBER 96,0547 CONSTRUCTION PERMIT APPLICATION F c ... RIESS SUITE APT op!7pi OWNER NAME NAME OF BUSINESS ..857st 115V k/ 1'.1 , -.ECK SUBDIVISION NO LID NO e j j LEGAL DESCRIPTION r A. - - MAILING ADDRESS A—nx _2241 IV 1% 15- 9-1-53' 15Y 1. Z PUBL'M-h G T 0 PER OFFICIAL STREET MAP CXISTIN. =EOUIREO DEDICATION PROPOSED 1414 TESCP Approved 0 RW Permit Required 0 Street Use Pwmst Req*d C3 Inspection Required Sidewalk Required 0 4,p gkr, t) 4) ck� A*at')l TELEPHOW NUMBER 7-26-- -1-i 4AWE u Lc�- At ITE 47E, LINE SIIE NO. OF FIXTURES &2 PRV REOUIRED YEAN. ADDRESS REMAR" I,' L I I I, .ITY zip 962-7';_ IT LEPHONE NUMBER _�L OA) L ADDRESS T1 ZIP I TELEPHONE NUMBER ENGIN�FG MEMO REVIEWED BY 5TATE LICENSE NUMBER DATE --/,j T 7,P.FIAXl.N C, hL &J J1 / &, SIGN AREA SEPA REVIEW ADS N. Le�al Description of Property - include all easements ALLOWED PROPOSED COMPLETE JEXEMPT SHORELIN EXP JATE VARIANCE OR CU PLANNING REVIEW BY 6TTE_ 9Y SETBACKS — FEET HEIGHT LOT COVERAGE ROtTg"5 ' SIDE 10 REAR Z F C 35 '7. Property C TP:X A couni REM AR Ircell No. li-FLUMBING NEW RESIDENTIAL 1911. ADDITION COMMERCIAL ...... 0 -APT. SLOG. REMODEL SIGN FENCE F-1 El REPAIR CYOS. d X_ Fn DEMOLISH WOODSTOIE SWIM POOL INSERT HOT TUBfSPA �ARAGE RETAINING WALL/ CARPORT ROCKERY RENEWAL (TYPE OF USE. §USINESS OR ACTIVITY) EXPLAIN: _SF luslg�j&e NUMBER INUMBER I AC. EIT I CALf:;. 2.7 & AS _ b.,:tj A CHECKED BY ITYPE CONSTRUCTION CD�_ [OCCUPANT GRO . 17:_:/V I , '0_ SPECIAL INSPECTOR ;T2 -j� CCUP-NT REOUIRED 0 fOLOAD REMARKS 4* PROGRESS INSPECTIONS PER UBC 305 OF RI STO ES WD I NUMBER !g- 9 * - ;�//q A4&� - n. - - I t,47r-t,2� lj'/ AVWLEL DESCRIBE WOrX TO BE OON9.jATTAC LOT LAN) 47A)z iz -7"-15q�l 1 / i I , e-r- )j- -77 5&k%k 6i,41,4 xslopk-lce FINAL INSPECTION AE0141RED acy—C) —___ VALUATION F PLAN CHECK FEE 7 YGLAZING BUILDING Sig M5 --3 7EE 1 HEAT SOURCE: % 61 Atli PLUMBING A..) e7l Plan Check No. MECHANICAL This Permit Covers work to be done on private property ONLY. GRADINGIFILL Any construction on the public domain (curt:,s, sidewplka., driveways. marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days . STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE successors in interest. agrees to Indemnify, defend and hold - harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature. arising directly or indirectly from the iss u ance x of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT modify, waive or reduce any requirement of any city ordinance ox nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE VI/9 provision I hereby acknowledge that I have read this application; that the ATTENTION APPLICATION APPROVAL information given is correct; and that I am the owner, or the duty authorized agent of the owner. I agree to comply with city and tate laws regulating construction; and In doing the wqrk authoriz- THIS PERMIT AUTH RtZES This application is not a permit until :d thereby, no person will be employed In violation, I the Labor ONLO THE Y signed by the Building Official or his/her Code of the State of Washington relating to Workmen tCompenpa. WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. a A UR I WN GENT) SIGNED DEPARTMENT ]DATE /,I CITY OF OFAF .11TE/ 'C' J.h.gAA 7 n4J J-U _hZ EDMONDS ?041A CALL FOR AEL65 VATE ATTENTION INSPECTION IT S UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE IE 771-0?20 UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL 0%*. ORIGINAL — File YELLOW — Inspecto A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED, USC H PTER 3. PINK — 0,,., GOLD — Assessor _j 06 5 11 E P L'4,'tQ - LOT 8, HELLERG7M L4,Mr=- C- I T Y OP EV M 0 W 0.5 S�JoHomtlj" C-0., Wk. APPROVED BY PLANNING RECEIVED J U L 12 1996 PERMIT COUNTER HEI&WT ct�,t-C-5 -r- j4 ;k 00 q r-P,Tr,R njmi:t" ot%.ruo r-&'LS.: C'= 76' 0 co -.PROJECT REVIEW CHECKLIST PROJECT NAME:- 11C 11*eA6V STREETHM 099-/SZ- PROJECTADDRESS: RECEIPT DATE: EV!EW D::13Y."(q�r4�111) PLAN, -.-COM m -m nr. Setbacks/Variance/Setback Adjustment Conditional Use Permit ADB Requirements Other Zoning Requirements P-1,; -4 Underground Wiring Required ---------- - . . . . . . . . Lot Slope 15% . ...... 6 SEPA Environmental Checklist/Hydraulics Permit . . . . . . . . . . 7" Tree Cutting Plan 8 Plat/Subdivision Requirements .9 Legal Description Verification M-11 10- Quit Claim/Street Dedications I I Easements - Public/Private ------ ............ Engineering Storm Drain Review Fee 30 - - - - - - 13. Engineering 2.2 Inspection Fee .2,5 ------------ ------------------ Drainage Plan (On -Site) . . . . . . . . . . . . . . . . . Setback - Top of Bank, Stream, Water Courses Setback - Storm Drain Line . . . . . . . . Open Ditch - Existing . . . . . . . . . . . . . Culvert Required Culvert Size 20�� .. .. ... Shoulder Drainage/Shale Open Runoff Catch Basin Required . . . . . . . . . . dr-1 Driveway Slope & Vehicle Access Sidewalk Required Curb & Gutter Required . . . . . .... . ... :..� . . . . . . . . . . . . . . . . . . Ad/ Curb Cut For Driveway Required ---------- Street Paving Required . . . . . . . . . . . . . . . . . . . . . Right -Of -Way Construction Permit Required kill Street Name Sign Required Other Signing Required . . . . . . Bond Required For Public Improvements FEMA Map Check/Water Table Side Sewer Availability Calculate Sewer Connection Fee If No LID # 13 \Y Create Street File Liles ----------------- t6 Z Existing Water Main Size Water Meter Size Service Line Size Water Meter Ch"r e Required Hydrant Required . . . . . . . . . . . . . . . Hydrant Size Existing . . . . . . . . ..... No Fire Une Charge Required - Sprinkler Street Cut No tj ft Miscellaneous Reviewed By: FIRE him PLANNING ENGINEERIN IUL BggLIC WORKS pUBLIG WORKS DEPT PLANNING DATA "-V" 4at&Y-n, NAME: SITE ADDRESS:— 19 7 Z) 4 - —DATE: 7/ z-5-1 9,� ZONING: R--S - 17, _PLANCHK#: 96-(9-2_ PROJECT DESCRIPTION: No%,j St" A%,'d-,eqQ CORNERLOT (Yes/No) SETBACKS: Required Setbacks: Front: ?_'5�' Left Side: (0' RightSide: Rear: 7,57 Actual Setbacks: Front: Z(,' LeftSide: (0' RightSide: (2-��-' Rear: Street map checked for additional setback required? Vej - —(Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED _(Y/N) LOT COVERAGE: 5-a � 744-1 Maximum Allowed: 35-S Actual:— 14 Off 19 f. BUILDING HEIGHT: Maximum Allowed: 7,,5' Actual Height: 2_,+ Datum Point: (�� 64m - c_A&6w,- Datum Elevation: 1w,' I j"erK rX 6%,t, SUBDIVISION: P- 9+ - 55' - AkAv'&�, - (t$Pnyq J� '6/-, 1"Y4 -(I,.+ (,;, 6e &4,,, -,(-. * CRITICAL AREAS #: 9,f - 34- AV--dwh 7 -------- V SEPA DETERMINATION:. N6�- T4,,_,.zA LOT AREA: 17-, 17-7 OTHER: �3&A_ 44�, No�, V41 V Plan Review By: John W. Mellor, P.E. RECEIVED STREET FILE Mr. Jamal Mahmoud City of Edmonds Engineering Division 250 5th Avenue N Edmonds, WA 98020 JUL 12 IN PERMIT COUNTER July 10, 1996 APPROVED AS NOTED A M "A I 1" 96 RE: Grading for a Residence located on 85th Place W(Lot 8) , Edmonds Dear Jamal: To comply with City requirements I prepared this cover letter with calculations for the grading activities related to the subject project. Calculations for grading are as demonstrated on the calculation sheets and the plot plan submitted herewith: House excavation are based on a crawl space with footings an additional foot deeper. Volumes where crawlspace will require excavation are calculated based on a rectangles that are 8'x 16'and 28.5'x 35.5'.. The volumes of this excavation is based on the average end area method as indicated on the calculations sheets. The rear portion of the house(l 4')will require footing excavation only. Garage excavation volume is based on a rectangle 29'x 26'. The garage will be considered slab on grade and footing excavation only. Driveway excavation volumes are based on a slab on grade. Total excavation(8.04 + 10.37 + 10.41 + 9.48 + 26.53 + 56.21)cu yds = 121.04 cu yds. I believe this to be a somewhat conservative estimate, please use the plot plan as an explanation to the calculations -sheets. Please call if you have any questions, 775-5317. Sincerely, John W. Mellor, P.E. P.O. Box 784 Edmonds, Washington 98020 Phone/FAX (206) 771-9155 SITE PL&J-1 L 0 T 8 , H E L L G- R G-KI L,",M [E- C- I T Y 0 P 15 13 m b " 0.13 S�-IoHomt->" C-0., Wk. HEI'C,WT 1 -7.140 9 31047" -L-q k 00 11 T q C.Iqrc)A T5A,.,7:Lw J3t,.,T-L),f4 e ,A� �44- e A4 AC. -A . (f7 a L-�- -4e.� - V4�� -11-// " .s r 2 " "rd e4a. -x / " C�z .2-� ) 2 2- 2-5 7L 23 174-4. 3. 0 x 0- 33= Z-1 7 40 V,-5 e 4(064e- >r a4-e 4- 573 -tL z 0. YO '(Z-)(/)— 7. 1,135-4- 0-6( , /0. 37 x 7- 74' 2- 2-7 Z7 + x (7- - 5- 4-6 4- 0 - 4-4 2-7 '2� -7 r4-o,,% 7L e- 4, eL 4-8 Y i:>,5 I Z- -4. . 2- S -4-- / z 4 -0- -:6- -/- 6 4- 4-, S- -/-- 2- 8' =. -e 6-, / (/. 7 4 6- 2- YC 3 7 Z7 4- ZD k-- V-/ y 0 ti 47 A—O-tw--e- 7 1101-76 -7-�:> -7-4 Z C Cl - VLL:5 C, r-2-4 0 IAJ 6r 121.04 -k PERMIT APPLICATION REQUIREMENIS To: Applicant From: Lyle Chrisman, Engineering Wspector STREET F119- f: 0wrier. -setvIt', 9�-)52- Plan Check No. Addrc=_l '9 7 044' q5A V Datc 2 9 After review of the subject permit application, the following requirements must be niet 1. Construction hours are: WEEKDAYS — 7:00 AbL-10:00 P.XWEEKENDSIHOLIDAYS — 10:00 AIM-6:00 P.M. L A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 1&60) 1. Truck haul route plan must be submitted and approved prior to permit 1. Buildedowner is responsible for containing all temporary nmoffand I erosion control on site. (ECDC 18.30.030d) i- NO WORK SHALL BE DONE WITHIN IS FEET OF STREAM OR 10 FEET FROM ANY CLOSED DRAINAGE FACH'ITY- BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 1830.SOG) L FELTER FABRIC FENCE SHALL BE INSTALLED AND INSPECITI) PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTV&% T1GH`r1,1N`ES AND CATCH BASIN INSTALLATION. INSPEC17ONS ARE REQUIRED PRIORTO BACKF11LING. MW two) 4 Pcp*or replace all defective casting Curk guftrandsiiiewalk adiacent to die poperty. Ifsn InteneCtion is lnvoh-4 a handicap mmp may be reVired. ContracW shall meet with die City EI&Cering staffto detwolne die cant ofrqx& prior to Issuance ofthe permit. (ECDC 1&90) WVslope shall not exceed 14% without a waiver. Every auempt should be made to keep 1he slope below 14% Waiva granted to jTV 6 - % (ECDC 18410AND) 0- DVew" must be Paved fivm Pw" Hug t0 City RIGHT-OF-WAY. A separate permit Is required. (ECDC IUO.OWQ I. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND VALKS PRIORTO AND AFIZR POUR'ING,.(ECDC 1&30) 2- NO bxuiag OfcOnstruction refuse without a pmk fiam die Fu** DepagUnent, 3. Connection, to City water system is mquhv& 7here is a mparate dwge for the water meter (ECDC'7.20) 4. A back water valve b mquired 1fdownstairs plumbing is below dw elevatim ofupsfteam manhole.- (E.CDC 7.20) S- WOW and sewer mainlines should be separated by 10 fed minimum (ECDC1&1a) C0"0W= tO the Cily' =11tuy' system is mquhv& A petmithrequire& LW# i 3? , Fees Paid: YCU— no— ChMIL��-. (ECDC ILIGY 7- Undergroundwamg is requitedou, all wwcm*ucdm and fwaddidous. ahtsdons. and repah diatmeed508A ofthe total assessed value of the saucture, (ECDC 1&90) S. A FINAL ENGUM&RING INSPECTION IS REQUIPJM PRIOR TO TJ1E BUILDING DWISION GRANTING OCCUPANCY OF THE BUILDING OR smucruiti. oxic m9o) CA FILE NO. qq-,34 Critical Areas Checklist ite Il tdr. " ation (soils/topography/hydrology/vegetation) n m 1.,,; SiteiAddress/Location: 8511 188th Street S.W. 2. Property Tax Account Number: 4346-000-014-0306 3. Approximate Site Size (acres or square feet): - 3.25 Acres 4. Is this site currently developed? X yes; — no. partially If yes; how is site developed9 one single family dwelling and detached accessory buildings 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire'site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). 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 tha n 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). X Other (please describe): - slope is in a generally west - northwest direction 6. Site contains areas of year-round standing water: no ; Approx. Depth: n/a 7. Site contains areas of seasonal standing water: no ; Approx. Depth: n/a What season(s) of the year? n/a Site is in the floodway floodplain of a water course. no 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? n/a Flows are seasonal? n/a (What time of year? n/a 10. Site is primarily: forested generally ; meadow _; shrubs mixed urban landscaped Oawn,shrubs etc) partially 11. Obvious wetland is present on site: no RevOl/OV94 cr 90 -191- City, of Efton& Critical Areas Checklist The Critical. Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds'prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her represt.ntative, must fill out the checklist, sign and date it, RECEIVED MAR I t 694 PERMIT COUNTE.R 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 shouldalso submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff Mi 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: Estate of Lillie Peacey Walter C. Sellers,,Executor Name 402 5th Avenue S. Street Address Edmonds, WA 98020 775-2751 City, State, ZIP Phone Signature Date Applicant Representative: Gerald W. Lovell Name c/o Lovell-Sauerland & Associates, Inc. 10400 33rd Avenue W.4200 Street Address Lynnwood, WA 98nRS 779-1991 City, State, ZIP Phone 3-11-94 Signature Date a r)2,. 2034 Ol OZ Tw— - DD 01 00 tx) D R.) 0.12 4 LjR. CCEI)/ED 0 (59 8 .9 2027 — — -4 0440,v (D C�. QD Rl I 11994 8E E R L'( U2 / (D CO .9 PEFIMM a ('20 2 m, 5 CP 6 . 4 TRACr �4' 05 1 11 01 8 V/ 02 2 03�6 2 015 Iw 07 ci 4 5 5 LANE s VIE 6 t6l?4) / 50AI 2 PARK m JEA 6 A PA OR OR "A' MA rRACT 'A' 2 /0 ,g 9 7 8 7 7 6 014 02 (�188) 182nd PL. S W 0/ 0/ "i /0 9 8 2 tM, 1 1 031 14 Es TES 4 5 z 16 12 DEIVIVY 8 15 X: PARK t596 3 W 1 _ 2 029 (D 15 5 - /3 a. CL .9 V) z :3 co I . ow 6 14 99, F) 4 /0 CD .9 7 -9 04 03 1 /5 01�1 184tK ST SM HALLOWAY ST) 07 L 97 1 S.E. �or (A - G o.1 �01 I /0 N. E ----for Goo �ot 2 79 1 oz - - -i T-, -, .3� 1 I __j r17 01 /0 -4-05 C� 01 > L _IZ > 07 op os 10 L'�4 �D SEAV4W FORE# TRA C �S 7 n4 2 4 5 'T 7 1851K ST S.W. _ - w 4 1 .5 S. W 7H . 187th. PL S.W 186th. ST S.W. 1871h. PL. S t T 56� 7 1 r- RECEIvED PRGLIMINARY SUbVIVISION PLAN FOR WALT SF-LLF-RS PORTION OF TRACT 14-, EDMONDS SEA VIEW TRACTS EDMONDS, WASHINGTON .10 J2 13 14 7 IS.-9,50* I 0,11 IS2, 00, EXIST. Ac) m HOUSS CAP 2 NOT U) U) 12,000 U-) LUDED i INC I is, Sao 110" ,""'40- 104't' 001 lee-th STRF-F-T S.W.,* ell th 0 4,Oo GROSS AREA - 5 2S ACRES 11 (0 to 75' Pero, 12,6 loo All so, 1 127' A— A.�TARY SSWGR AND STORM FASEMENT T- 8 13,076 9 12,000 5 14,e70 1 11 It -1 -i7 I 1L 15,300 3 AR 1 1 1994 P RMIT COUNTER SCALS - V-501 J0 SAO 7 187 +h MOTS - TOPOGRAPH�l, SOURCS - EDMONDS AGRIAL suRvSy LSA FILE NO 517q PLAN 0 RECEIVED. DALE r. TALLMAN V (3 WQ <� LQ ERWIN R. GROVE III ci� 0 z L'O 370 -1 2 TR A C T 10 0 1.509 sq.1t. a RICHARD 0. TAUBER Cl J. V, -1 a 1 88th EXISTING FIR/HEMLOCK EXISTING CEDAR 14 k� 'we SUPPLEMENIAL DECIDUOUS Cq PW SUPPLEMENIAL FIR/CEDAR 0, 4 4 FREDERICK J. ARENTZEN i95 STREET S.W. uj/ r voc-J,694.-� APPROVED BY PLANNING W-w Lovell-Sauerland & Associates, Inc. Engtneets/survOYOUIPlannefs f Development ConsWicinu 1940033idAvenue W_Sujj*200 -LynnwOOd.WAM37 -(206)775-1591-(206)34040M 110TES- I ADDITIONAL LANDSCAPING WILL BE ADDED 4,kT 'HOUSE FRONTS UPON COMPLETION OF HOUSE CONSTRUCTION. 2. TREES PLANTED NEAR THE STREETS WILL BE PLACED SO AS TO NOT INTERFERE %MTH UTILITIES. 3. TREES TO BE SPACED PER LANDSCAPERS RECOMMENDATION. 4. SUPPLEMENTAL CEDARS/FIRS 7P BE APPROXIMATE 6 FEET TALL. 5. SUPPLEMENIAL DECIDUOUS PLUM TREES TO BE A MINIMUM OF 2 INCH CALIPER. 0 A' U r�l 0 �)' 41 9 9 6 PERMIT COUNTER DONALD E. PRICE 7.1 RAY D.- JOHNSON 6 JAMES SCISCOE FRED A. SOMMARS 187th "I Recelveo -�AB-&&4'99 - PER4fir couvrER - TREE RETENTION PLAN FOR ML—AE— H Lo — I — V e'V 0, yl fr ]"E 9