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20710 82ND AVE W.PDF111111111111 7566 20710 82ND AVE W I wo 7 d' -/ le f (41 APPROVED BY PLANVING Aua-09-1995 09119 FROM UINDERHEPE SWRELIM TO ZAVALES DESIGN ASSOCIATES WU ZAVMM _57 ot r dc -- I "f 15.." iA 1243 KE MZ)d Street Tax Account 0 4311-OW-002-()l Safe a L124all The West 631 of the East t95' of the Seat"M WA 98M South 4 of Lot 2, Za9t tdmOnde Acres, per ptat 362-2M. recorded in Volume L2. page 33. records of Snohomlsh CountY, Washington. A. f.j,)Ir Ljju�.Js 1"'veyn" "I" AM SUBJUCT TOi a 201 easement PAJ A. for inqrsov, egreas and utilities per w F, document r*,corded under Snohomish County WILL 771-02 Auditor 'v File 0 2002431. 936-179393 P.01 I I k' - 3s'o (.57- neem 3 7-< !S,9 9, 6' pr:�z K rw M&_bC_w_— - 4—.,l Z, ACCEPTABLE GHTUNE MATERIAL N-12 ADS Sch 40 PVC SDR-IMSYM.D3 (T, 7- / 4- �7 �� FL&w I cz 4 V�N- I RECEIVED AUG 0 9 1995 PERMIT COUNTER /I-- . ln��e Pr,"e- _T 5-.= -71, PR.:.:D y. P P _R V E D TOTAL P.01 7 0-11 7Z5 IZ-'17� PROJECT REVIEW CHECKLIST PROJECT NAME: PLAN CHECK #: PROJECT ADDRESS: RECEIPT DATE: REVIEWE 'D BY: (Initial/Date PLAN. WATER COMMENTS FIRE BLDG. SEWER STREE7:ENG.. Setbacks/Variance/Setback Adjustment Conditional Use Permit 2 ADB Requirements :-3 Other Zoning Requirements Underaround Wiring Required Lot Slope IS% SEPA Environmental Checklist/Hydraulics Permit ......... --------- . . . . . . . . . . . -X. M. Tree Cutting Plan Plat/Subdivision Requirements 9 Legal Description Verification SINEW Quit Claim/Street Dedications . . .... Easements - Public/� . ..... 2 Engineering Storm Drai—n Review Fee 50 ---------- 13: Engineering 2.2 Inspection Fee ......................... ...................... NMI ........ ........ Drainage Plan (On -Site) Setback - Top of Bank, Stream, Water Courses Setback - Storm Drain Line Open Ditch - Existing - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------- - - - - - - - - - - - - 8 Culvert Required - --- ----- - --- ---------- Culvert Size Shoulder Drainage/Shale Open Runoff /l/V Catch Basin Required Driveway Slope & Vehicle Access Sidewalk Required &Lo - - - - - - - - - - Curb & Gutter Required .......... . .. . . . . . . . . . . . ..... Curb Cut For Driveway Required N ";g ................ X' Street Paving Required ............ Right -Of -Way Construction Permit Required Street Name Sign Required Other Signing Required /=jAc-lh�o . . . . . . . . . . . . . Bond Required For Public Impiovements FEMA Map Check/Water Table Side Sewer Availability 11j-f 5 . . . . . Calculate Sewer Connection Fee If No LID # AIt . . . . . . . . . . . . . . . Create Street File V65 ... ...... . . 35:. Existing Water Main Size Water Meter Size Service Line Size ------ - - --- Water Meter Charge Required % % Hydrant Required Hydrant Size Existing 41 Fire Une Charge Required - Sprinkler - ree Cut _71" IMiscellaneous Reviewed By: FIRE PLANNING MM010414:11 V1 PUBLIC WORKS RECSIVED R E C 0 R D OF C 0 N T A C T S 1 21 2 22 3 23 4 24 5 25 6 26 7 27 8 28 RW PERMIT # DATE ISSUED RECEIPT # 9 29 10 36 11 31 12 13 PAID $ RECEIPT # DATE 32 33 SS PERMIT # 7( 09 DATE ISSUED,',-, RECEIPT #.:2/2-olf, 14 PAID $ RECEIPT # DATE 34 15 35 t6 36 37 METER SIZE PAID $ DATE§�& RECEIPT 18 38 t9 39 ?0 40 'A 90 DyqY5 CITY OF EDMONDS SIDE SEWER PERMIT 18 9 0 19 ol, PERMIT V,,',O 8768 Address of Constructiojn: C�)o Property Legal Description (Include all easements): Owner and/or Contractor: __5�_ 1,V F. MAY 0 9 .1996 �USLIG WORKS DEPT e— State License No. r(O Q /," OWI�, Building Permit No. 9!5-0 6 0 ;�/ Single Family Invasion into City Right-of-Way:;KNo WYes i", Multi -Family (No.ofUnits—) RW Construction Permit No. El Commercial Cross other Private Property: Er No 0 Yes El Public Attach legal description and copy of recorded easement I —certify that I/ave read and,6all comply with all city requirements as indlZgeybn the back of the Permit Card. I Datw7 I CALL bIAL-A-DIG'(1 -800-424-5555) BEFORE ANY EXCAVATION OFFICE LISE'ONLY * FOR INSPECTION CALL 771-SM, PUBLIC WO S DEPT. * z 0 e.:? 2$, Permit Fee: — Issue(7Bzy7 /J ev C4,xj Trunk Charge: Date Issued: — Assessment Fee: Receipt No.: (2;� Lid No.: -- Partial Inspection: Date —Initial. Comments Reason Rejected: Date —Initial Final Inspection Approved: DateG4'!26 lnitia�"f ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3!90 NOTICE: N�o--Warranty of accuracy. The -information'shown on the attached map(s) was compiled for use by the City of Edmonds, its Employees and Consultants. The City of �Edrn.qnds does not ' warrant the accuracy of anything set for.th on these map(§-). Any person or entity -requesting a copy should conduct an independent inquiry regarding the information shown on -map(s), Including, but not limited to, th-e lociation 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 ernp-l-o-yee-s or officle-rs -sh-a-11.1 be 1--*1-a-b--1`e for the information given on this map(s), nor for any 'One representation provided based upon . said -map(s). It The City of Edmonds Side Sewer Drawing EASEMENT N"C' . ... ............................ ..... NEW CONSTRUCTION REP.�.IRS LID -,,10 . ....... ---------- ASMT. NO . .................. OWNER --- S.CA .... CO.R5.71 ....... C—. 0 ........................ CONTRACTOR .................................................................................... PERMIT NO. JOB ADDRESS .... Z0.r7A.0 ........... 82-t4o .... ........ LEGAL DESCRIPTION: LOT NO . ...................................... BLOCK NO - ------------------------------------ Z I I I PWW-0001-11175 (REV.11/78) ................................................................................................................. NAMEOF ADDITION ...................................................................... �,C-7 t 0 SloD Av,W. 2.'DP. I 4l'c-0,Wt0& 2 CAP I I DR 1.0-0 `7 Not 17 1 1 - lw%45T. APPROX. -S'DP. 4 " TESr vee c-^P 11 bp. Approved: DATE..... By . .. ....... .............................. 11111111 lill 11 15343 20710 82ND AVE W ZAVALES DESIGN ASSOCIATES KVIJ ZAVAM V4 NZ MZ-d Str9st Suite a Sec0ft. WA WIM W2-2M * - WATER SERVICE INS'PECTIoNS RFAUIRFQ- ffil I 771—noisir Tax Account # 4311- = �002-03 Legal: The West GSI of -.the. Z&qt 195, of the South h of Lot 2, 382t Odb6nds Acres. per plat recorded in Volu 121, page 33, records of Snohomish County, Waithinqt6n. 7OGMER WrTH.AND SUWZCT TO.- a 201 easement for ingress, egrana and. itilities per document recorded jgdej,&nohowish County I L& E(61�r e-& zvs L IS'r'-I=L00(2 ?ST-r PLATle Top OF Oma lo 4- to. 5 S ST. ri tn". grptj_�-- tot-, 'Y L';�_Iev- I 4o ' 4,- A"I X 60"..'X ACCEPTABLEZGHTLINE MATERIAL N-12 ADS Sch 40 PVC SDR-"S'FM,.D e— 1� / -1q !?Y) 'S 61�9 J-,,5 APPROVED- K� W�lt' J � / " = 'r;o �- o " RECEIVED AUG 0 9 1995 PERMff COUNM js'--�7 '11-1 APPR D1 TOTAL P.01 2c)-licz) . ba-z"o W. AUG-09-1995 09:19 FRUM WINOtRMLRE bHORELINE TO 93639383 P.01 ZAVALES DESIGN ASSOCIATES MV ZAVXB 1243 NE L5Z-4 SITqgt Tax Account # 4311-000�002-03 sute 8 Legal: The West 65' OfthO East 195' of the SeCttlg. WA 98155 South 4 of Eot 2, East tdabOnds Acres, per plat 362-2M. * . recorded in Volume 12, page 33, records of CE INSP Snohomish county, Wadhihqbon. WATER SERVI ECTIOWn ER WITU AND SUBJECT TO: a 201 easement gress, egresia and, utilities per "n! recorded under Snohomish county -REQUIRED. CALL 771-02S=,tor File f 200243�_. RECIRIVIEb Filflreg_ .s 40 0 N AUG I i ft J'ST FLO 0 e zf4c> 7-0 P. P,-ATE 7-op oF=LZOrca ri e(t--w To (Z I D&M Se cd e ` ReCEIVED AUG 0 9 PETMM"' X 6 r ACCEPTABL;�(IGHTLINE MATERIAL N-12 ADS Sch 40 PVC SE)f!;�Arm 70 STrtlEET FILE :APPROV BY PLANNING w Z-zh 5__ 0 APPROVE � nx�R'0' M., FEB-18 194 13:41 LOUCKS AND LAMB 215 POi 3AMM M. JACOBS SMOWN V— K*JkTZbM=, PA. ROBERT fL LAmB ALLAN D. LOUCKS, INC., P.s. DON&W 3. biLANS of COMM LARRY E. Hcb(ULLPN TO: FROM: SAMUEL 0"" z:7REET FILE LAW OFRCES LOVCKS & LAMB PMWNP b"all Pmeom CWP-Am- - -- - — --- --- - -- - ---- r WASHNGTON FEMAL HUMDING 425 PIKE STIM, SUTM 402 sWrU. WASHMTON 98101-2339 PACIlMile (Mg) 684-6839 Telephone (206) 622,3280 DATR., 14.01 - - - — -WNRL5 - C -4- Pff-amand DOCEMMUT: RZI Number of pages (including cover page) It you experience any problems with this transinission, contact Xt Kelly at My office. Thank you. COMMENTS: INUTMITi The informatIon contained In thft fataimile is conficlantfat attorney product WW may **too bo privi Lesed from discLoaute w4er the attorney-ct i'ent privilege. the ififomtion is intended only for the named ed0tressee. It you are not the intended recipient or =king delivery to the intended recipient, you are hereby noti#ied that any u3c, dfaseafewtign, di3tributign or GoWng of this communication is strietty prohibited. inadvertent delivery does not waive our privilop against disclosure. If you have received the Faimifflite in error, please do not read it and fmRodfatety notify us by a collect telephone caLL to (2m) 6U-3M and return the origfAst message to us at the address above via the U.S. PostaL Service. Thu* youl I FEB 18 194 13:42 LOUCKS AND LAMB 215 P02 LAW OFFICES LOUCKS & LAMB SAHUXL M. JACOBS WASM61M FEDERAL BUILDING ROBERT R. LAMB 425 PIK9 MM, SUM 402 ALLAN D, LOUCkfi, WC., V.9. -AMMMMM "101-MS DONALD S. NEAM OF COUNSIL LARRY E. MCMULLEN February 18, 1994 City of Edmonds 250 5th Avenue N Edmonds, WA 9802C Attn- John Ei&sell RE! 20710 82nd Avenue W Edmonds, WA 98020 Dear Mr. Biscall: ft0iffk& (2W) 684-&39 Ulephoae (206) 4622-5Z80 I represent G & L Enterprise, partnership, with respeot to its application for d building pe i rmit on the above referenced lot. As -1 understand it, the City has tentatively taken the position that the above referenced lot is not a legal building site and mmy not be developed except in conjunction with the adjoining lot. While this matter hat5 just been brought to. my �Lttention, and I have therefore not had an opportunity to rully explore the Issue, it would appear that this tentative conclusion is incorrect for at least the following two reasons: 1. Section 17.40.030 B Of the Edmonds Land Use code unequivocally states that an undersized lot may be developed consistent with applicable site use and development standards.. That is precisely the case with respect to the above referenced lot. The above referenced lot is smaller than the 8,000 square feet normally required in the zone in which it is located. However, the building permits 'that have been submitted indicates that the proposed dwelling unit will comply with all applicable site use and development standards. As a result, the above referenced property is a legal building site under the above cited provision. - 2. Even if paragraph B of §17.40.030 of the Edmonds Land Use Code did not apply, it would appear that paragraph C of that same section makes the above referenced lot a legal building site. A review of the real property records of Snohomish County indicates that for certain periods of time since this lot became non- conforming as to nize (1982 as I tanderstand it) it has been in different ownership from the adjoining lot. As I read paragraph C, this therefore qualifies the'above referenced lot for status as a legal building site. This conclusion regarding my reading of paragraph C is strengthened by the recent amendments to that FEB 18 194 13:42 LOUCKS AND LAMB 215 P03 City of Edmonds, Page 2 February 18, 1994 . section enacted by the Eftonds city Counoil which removes the words "at any time" from the beginning of the paragraph. This removed any ambiguity regarding the meaning of that section and made it clear that the section granted legal building status if the subject property and the adjoining property had been in different ownership at anytime since the code changed to make the lot substandard in terms of size, We reserve the right to provide other or additional information and basis to support our position once we have had an opportunity to more fully explore the relevant 'facts and law. My clients would like to gat this matter resolved as quickly as possible. I encourage you to discuss this matter at the earliest possibla time with the appropriate City officials and the City Attorney and have someone got back to me da quickly as poasible. My client& would like to resolve thia matter amicably if possible. pc; client Scott Snyder vla fax 442-0215 Sinoerely, LOU _; C MB Samuel. M. J bs r- !E CCEEI V E D City of Edmonds FE B 1 4 1994 Critical Areas Determination PERMIT COUNTER Applicant: I Gary Alston . I Determination #: I CA-94-12 I Project Name: Permit Number: F Site Location: 1 20710 82nd Avenue West I Property Tax Acct #: 1 4311-000-002-03 1 Project Description: unknown Waiver Criteria (all criteria must be found to apply): xx There will be no alteration of the Critical Area or its required buffers; xx The development proposal will not impact the Critical Area in a manner contrary to the goals, purposes, objectives and requirements of the Critical Areas ordinance; xx The development proposal meets the minimum standards of the Critical Areas ordinance; xx The above findings are based on the following conditions of approval: 1. The applicant must follow the requirements of the Engineering Division for erosion control (ECDC title 18). Based on the above findings and conditions, the requirement for a Critical Areas Study associated with this development permit is hereby Waived, as authorized by Chapter 20.15B. 150 (B) of the Edmonds Co, unity Development Cod 'o "Y 'J Stgphen F. Bullock Z'a 6 Feb 10, 1994 ur Date Name Si ature & 9 0 . 19 9 - City of Edmon& Critical Areas Checklist The CriticalAreas Checklist d6ntained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any . potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, .J441,? and submit it to the City. The City will review the checklist, make a precursory site visit, and make a deterinination of the subsequent steps necessaryto complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing theik 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: C—U" Msh� Nam 5 23rg Street Address qg),o3 city, state, ZIP Phone Signature Date Applicant Representative: J Nann -P 6 a -AL 7q 5 Street Address I Eity, State, ZIP Phone CA FILE NO. Critical Areas Checklist Site Information (soils/topography/hydrology/vegetat*ion) 1. Site Address/Location: 2h] I o hp- 0 2. Property Tax Account Number: +M1 00)--03 0 4. Approximate Site Size (acres or square feet): Is this site currently developed? _yes; *- no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat less than 5-feet elevation change over entire site. Rolling: slopiz 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): 6. Site contains areas of year-round standing water: lab _; Approx. Depth: 7. Site contains areas of seasonal standing water: la 6 Approx. Depth: What season(s) of the year? B.- Site is in the floodway VW floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- roundl Flows are seasonal? (Mat time of year? 10. Site is primarily: forested meadow _ ; mixed _; shrubs urban landscaped Qawn,shrubs'etc) 11. Obvious wetland is present on site: MCP L— Rev OIAK94 PLANNING DATA SITE ADDRESS: &710 e2yit) A4,:-- W. DATE: 6/1 /t- ZONING: PLAN CHK#: PROJECT DESCRIPTION: SETBACKS: Required Setbapkq: Front: 11-i'- Left Side: Right Side:�7 Rear: Actual Setbo Front:�—Left Side: Right Side: I Rear: CORNERLOT LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED tJD LOT COVERAGE: Maximum Allowed: lm!q�S�Actual': I \, V / BUILDING HEIGHT: Maximum Allowed: 60,T!5, (ZaActual Height: SUBDIVISION: CRITICAL AREAS #: SEPA DETERMINATIO LOT AR OTHER: Plan Review By: Owner: -,,,Gary Alston.-.,Iand:Larry Wax ;w9405:218th ST SW Edmonds, WA 98020 -.',Contact-.�Larry Wax @ 546-5731 Zoning: RS-8 Lot Area: 5359.7+/- Height Calcs: 110+111+112+112 - 111.25 4 Maximum Height= 136.25 Note: All trees located on plot pl n to be removed. 9jukk rM I\w t=5 op" WKS Et M-1 rwz�_ 1�25. CO I- lw-� lk, 260 too K 1\4u� v`t elk "44- N lot �41M (36 rocF k 61%�L (Ir- lob VM.T W13-4,c" OV, f�ooi iv,16 Df-tANS ow M.15 1*1 -re" PaL rt r.41 U; UA. OV � 'tax Account # 4311-000-002-03 Legal: The West 65' of the East 195' of the South � of Lot 2, East Edmonds Acres, per plat recorded in Volume 12, page 33, records,of Snohomish County, Washington. TOGETHER WITH AND SUBJECT TO: a 20' easement for ingress, egress and utilities per document recorded under Snohomish County Auditor's File # 2002437. WATER SERVICE INSPECTIONS REQUIRED, CALL 771-0235 7;� Goi*,�_Ow covewU 4 Impervious Surface: Building: 35.5x46=1633 Walkway 4x8= 32 Patio 8xl4= 112 ..Drive 20x3 5ACCEPTAN r= TIGHTLINE MATERIAL 2 477, .; N-1 2 ADS Sch 40 PVC SDR 35 (ASTM D3034) STREET FILE 1r) law 11q. .130 In! olz� 0 Note: Excavation and grading are incidental to construction, and exempt from separate permit. All grading and excavation will be done in conlunction with a valid building permit. Filter Fabric Fence to be installed along entire western edge of property line, and is to be installed prior to site clearing and construction. Pence must be maintained until permanent vegetation is established. STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET OWNER ��!21 vd CALC BY: ADDRESS PHONE: �ja� —16 —61q DATE: .2- "'DESIGN DATA***** - IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE DETENTION PME-LENGTH WASHED L GRAVE 0 TRtNCH. MIN 10- LONG "/0 TF O= P 0 4 PERF POPE TO BE LEVEL RIM ELEV- I'MIN COVER V*MIK SF*CE 2'MAX COVER RIM ELIEV- FROM CONTROL 16 OUTLET I+ 410 MIN T 4"PERF PIPE WICAPS -V/. - r4 SLQ'.E' 4" 0 P9-E MR. ORIFICE RUNOFF SPREADER OUTLET INV ELEV- IAWER CA rCH INV ELEV- BASIN COIN"Ott BASIN 2'x Zx V DEEP, 4% 9' QUARRY SPALL S x2'x3* DEEP, 314'CRUSHED ROCK SYSTEM CROSS SECTION ;TROL FROM CO NT OUTLET RIPRAP OUTLET FE3141994 pERMIT COUNTER FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYS7EM NOTES: 1. Call Engineering Division (771-0220) for a tightlin ei and detention system inspection APPROVED BY before backfilling and for final inspections. 2, Responsibility for operation and maintenance of drainage systems on private property is the q responsibility of the property owner. Material accumulated in the storage pipe must be flushed DATE out and removed from the catch basins to allow proper operation. The outlet control orifice must be kept open at all times. REV 2/92 Page 6 of.6 PERMIT APPLICATION REQUIREMENTS To: Applicant From: Lyle Chrisman, Engineering Ifispector Owner - WA V- Plan Check No: 94 Address; Z-0-7 10 647-114LC W Date: t�, After review of the subject permit application, the following requirements must be met: 1. Construction hours are: WEEKDAYS — 7:00 A�M.40:00 P.M.WEEKENDS/HOLIDAYS — 10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on 'public property. (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 WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDER/OWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 1&30.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 18.30) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 13.30) 8. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp- mayberequired. Contractor shall meet with the City Engineering staffto determine the extent of repair prior to issuance of the permit.. (ECDC 1&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 Pro" line to City RIGHT-OF-WAY. A separate permit is require& (ECDC IU0.060C) It. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SMEWALKS PRIOR TO AND AFTER POURING..(ECDC J&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 7.20) 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 tines should be separated by 10 feet minimum. (ECDC 1&10) 16. Connection to the City sanitary system is required. A separate permit is required. LID# Fees paid: Yes — No ChargLff, _' (ECDC1&10y. 17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 501,1S of the total assessed value of the structure. (ECDC 18.90) I S. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR To THE BUILDING DIVISION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE. (ECDC 1&90) PnrnmQ&wr "'TRFET FILE I*,,. 11.0 - CA FILE NO. 17 LI — 0, ST%carfaMeas Checklist 16iii Site Informaflon (soils/topography/hydrology/vegetation) 1. Site Address/Location: I o Ag- U6 2. Property Tax Account Number: 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? _yes; *— no. If yes; how is site developed? 5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slop�s 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): Rev 01/04194 & 9 0 . 19 9 - A T' 410 City of Edmon& Critical Areas Ch e*cklist 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 Edmondsprior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for individual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant shall. include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: Cam .. ksit� Name 6342- 23rg hA, Lo Street Ad&p-ss 95�T- Kpr q g),03 City, State, ZIP . Phone Signature Date Applicant Representative: Nam -P6 ", 7q5 Street Addrew City, State, ZIP Phone 1--wad & si� - 1146K— -4 . City of Edmonds Critical Areas Determination Applicant: I Gary Alston . I Determination #: I CA-94-12 .1 Project Name: I I Permit Number: I I Site Location: 20710 82nd Avenue West Property Tax Acct #: 4311-000-002-03 Project Description: unknown Waiver Criteria (all criteria must be found to apply): xx There will be no alteration of the Critical Area or its required buffers; xx The development proposal will not impact the Critical Area in a manner contrary to the goals, purposes, objectives and requirements of the Critical Areas ordinance; xx The development proposal meets the minimum standards of the Critical'Areas ordinance; xx The above findings are based on the following conditions of approval: 1. The applicant must follow the requirements of the Engineering Division for erosion control (ECDC title 18). Based on the above findings and conditions, the requirement for a Critical Areas Study ass ' ociated with this development permit is hereby Waived, as authorized by Chapter 20.15B. 150 (B) of the Edmonds Co unity Development Cod St0hen F. Bullock Feb 10, 1994 tu Name ;; re Date ,Si atur 4,k !p-,:- PR6jECVREAEW,CHEGKL1ST PLAN CHEC PROJECT NAME: X 6y') RECEIPT DkfEs.' PROJECT ADDRESS:—��V. 2q A, EVIEW. ..... ...... .... a I Conditional Use Permir Dpe-15% Environmental DMage Setback ments ments; Storm Drain R 2.2 Inspection ,n (On -Site) p of Bank,Stri )rm Drain Line Shoulder Drainage/Shale Catch Basin Required Driveway Slope & Vehicle Sidewalk Required A-4.> Curb & Gutter Required Curb Cut For Driveway R Runoff MOM ==00MEN ME M I I'M OEM EMS, MEmom Create Street File Existing Water Main Size ker Ske Water Meter Charge Requi Hydrant- Required Hydrant Size Existing Fire Une Charge Required Street Cut . - Miscellaneous Reviewed By: FT F11 J; Ff PMNING i!�c PUBLIC WORKS RF-CF1VED C . City of Edmonds T fflAY CONSTRUCTION PERMIT Permit Number. Usue Date: —,-/ A. Address or Vicinity of Construction: - . 20710 & 20712 82 Ay W (9 11211) : C., T 1 1 1 Of ni 4.4 TD M-4 4 Q) A T.? 47 89 0 . 199 JD. A ype o k— spec c): "a I-C& 1 C&D %. " LL 4ft vus 101E to 301W centerline of 82 Av W. Install 5/8" PE IP Service to 20710 & 20712 82 Av W. Contractor: Washington Natural Gas Company Contact: Frank Swan MailingAddress: 815 Mercer.St. Seattle, WA Phone: 224-2278 State License #: 98111 Liability Insurance: _ Bond: $ D. Building Permit'# (if applicable): Side Sewer Permit # (if applicable): E. Commercial E) Subdivision n City Project [j§ Utility (PUD, GTE, WNG, CABLE, WATER) Multi -Family 0 Single Family E] Other INSPECTOR: - INSPECTOR: F. Pavement or Concrete Cut EiYes 0No G. Size of Cut: -1 (2 x4) H. Chargi�_$ APPLICANT TO READ AND IGN INDEMNITY. Applicant understands and by his signature to this application, agrees to hold..t '!�jCity ofEdmonds harmleA4;9 Inil-ke ages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made,idgdirVt the City of Edmonds, or any of its departments or employees, including or not limited to the defense ofany legalproceedings including defense costs, and attorney fees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR,A PERIOD OF ONE YEAR4QL�q IN ,THE FINAL . ' T C, INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES. WIEL VP HELD UNTIL THE FINAL St&ET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CRE DIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. 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 and 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. Ihave read the above statements andunderstand thepermit requirements andthepink copyof thepermit willbe available on site a�t �allll, t,*mes-for inspection purposes. Signature: Date: April 7, 1994 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR CITY USE ONLY APPROVED BY: TIME AUTHORIZED VOID AFTER Ale) 4- DAYS SPECIAL CONDITIONS: AIA COMMENTS: DATE: RIGHT OF WAY DEPOSIT DISRUPTION FEE/FUND 111: RESTORATION FEE: PERMIT FEE: TOTAL FEE: 4D RECEIPT FEE: ISSUE D BY: NL) WUKK �JHALL 13htillN JrMVIM 4'U Jt-JrJM1V111 lnnUAINUr, Engrg. I)iv. 1991 FIELD INSPECTION NOTES Comments: Diagram.: (Fund 111 - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION El YES El NO Partial Work Inspection by P.W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: 11/54" PE CAP Z 07VVi�:ZAV FA4 PROPOSED 11/4:' PE IP IVIAIN �, I'N- PVMT EDSE 3 FIELD NOTE: cu=mER -ro ois -rRENCH IN ALL LJNRAV,�D AFKEA-9 WE7-57- OF7 9Z AV W. liz 3: ac, 9/w 00 PRO POSED 10' E3M77 wi kn < 2-08 ST SW ZOG 10 i Loe, 11 ST SW 1114!' S V G. -rE E Z ZS'N F- Z 08 5T I O'E E 87 AY W 3 1'14:'TRANS. FITTING -ZZB'NE7-O8ST3W cI'E a 8Z AY W \\'\\lr�'/zFPE, VALVE 7 778'N fr ?OB 5T5W B'E E S7-AY W 9 NO. REVISIONS NOTES: EDMONDS 2.) FIELD LOCATE ALL UTILITIES CALL 1-800-424-5555 48 HOURS BEFORE DIGGING 2.) INSTALL LOCATING WIRE OVER ALL PE DIRECT BURIAL PIPE 3.) INSTALL A ONE POUND ANODE FOR EVERY 1000' OF LOCATING WIRE 4.) SURVEY IS NOT REQUIRED 5.) MAINTAIN A MINIMUM OF 5' HORIZONTAL AND A 3' VERnCAL CLEARANCE FROM ALL CITY UTILITIES AND APPURTENANCES 6.) CUTS IN PAVING ARE SHOWN AS 7.) V CUTS ANTICIPATED s.) COMPLETE EXPOSED PIPE CONDITION REPORT WNG FORM 1563.13 (D-1) 1 1114" PE C:AP 1 AZO4-0 VALVE' BOX 1'141' VALVE- BOX SUPPOR-F 76 - S76 —_4 /l/4" PE CLJRB VALVE: I -FF—ST L.EAD BOX- CZ WIRE) so--BO-7 5 to */0 7-E'57- L-EAD VVIRE 95-c730 1 11/4" TgANSITION F7/T7-//VS 7 S --7cl 5 1 -f:EE HI-750) 1 '/4" -S ERV 78--67/ Z,+Cl'j -*14- GAU0E E?E7-EC-7- 'Y'V/RE 70-170 A.,; T P i p 7 - ON "C', C K NO BILL OF MATERIAL PERMITS- 9:0MOND-9 SEC SE Icy - Z7 —9- EASEMENT- PLAT 183 . 6 C? OPMAP- 160.9s Natur& Ges A VvZt�,gto(l �";)er. v --ll-x-ky?Y AREA: Z// -,:'AX CODE. SEQ NO DGq- 4--Z-cy-94 - RUSH PROPOSED 111w, PE /F MAIN EXTENSON TO: 2-071012071"Z RZ AV- VV DWN L. HIRSCH c? 4 iR 604-3-3 1 RR CHKID DATE DRAWING P'D �w- SCAL- I" SO, i.,.o/p�- c? r R-,.. E EC � T r� L 'L� Q�� AW-09-1995 09119 FROM WINDERMEPE SiCRELIM TO 7 AVt 4 JIS DESIGN ASSOCIATES WU ZAVALS 1243 N.E 1452rx! Street Seciffe. WA "M 362-2992 WATEI sailvICILIC fills PAr: CTIONS CALL 771-0235 go -t/" 5 .10 C -� I-3T. FLCCZ -721?�-- 7��— APPROVED BY PLA ING 9.1563193-93 P.01 Tax Account 0 43ll-0W-c02-()3 LA?qa 11 The "68t, 69' Of the East L95, of the South 4 of Lot 2, Cast Wm*nds Acres, Per plat recorded in Volume L2. Page 33, records of SnahomIsh County, Washington. TOGMXq WM AM SUWRCT TOt A 20' easement for Lnqrvgu# egress and vtjljtj@S per , document recorded under Snwhimmish County Audltorlx IPLle 1 2002431. P d6 Dr o, 0 -F I if 0, ACCEPTABLE GHTUNE MATERIAL N42 ADS SD -7� v3 Mry tD.V;) APPROVED 3- 76 3 7-5� ,D 0—d / 0.0 = "20 �- C) 'v FL&H I 0z RECEIVED AUG 0 9 1995 PERMIT COUNTER ��/ '$ r aJ S) 1,0 --ra 7�o 7-0-11t:) . Simt) vi. '7 TOTAL P.01 CtTWOF EDMONDS USE PERMIT NUMBER CONSTAUCTION PERMIT APPLICATION JOB ADDRESS 2104�o, ozod ,APT Ave # a: Lu OWNER NAVIE:NAME OF BUSINES LEGAL DESCRIPTION CHECKISUBDIVISIPN NO LID NO MAILING ADDRESS Z o -4405 ath St SW 21 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING - REOUIRED DEDICATION TESCP Approved 0 RW Permit Required 0 Street Use Permit Req'd 0 -1 CITY ZIP TELEPHONE NUMBER Edmonrls, WA -')802-0 5 4111) - 5 i I PROPOSED Inspection Required C3 Sidewalk Required Cr NAME W T 0 Cc 4 'Seartl.e, M.V.t Zai7ales U) 3: Lu uj Z METER SIZ, NJ �, NO. OF FIXTURES PRV REOUIRED YES' <NO 0 ADDRESS 12211 NF, 152nd St, Suite 13 MARRS Lj- 4. W1 atwo itc-M. 1�� mm/Ne.4- CITY .. WA 9815`ZIF7 TELEPHONE NUMBER NAME I a4z, K, a 2: 1 ry Wax a, na - '-Ga ry A 1, F I ADDRESS. 1)405 218t)i St Slij cr 0 ENGINEERING MEMO DATED REVIEWED BY CITY ZIP TELEPHONE NUMBER FIRE MEMO DATED REVIEWED BY w % Z 0 U Pr3mr)nA c: . IAIA STATE LICENSE NUMBER EXPIRAT 066 oM; SIGN AREA SEPA REVIEW ADB NO, ALLOWED PROPOSED COMPLETE 1EXEMPT /,/A r Legal Description of PropertV:"include all easements SHORELINE 0 ,z 'I"h e vj 6) -9 1 o �- In 11 e F'. i- h h S 14 EXP /074 Lu East Fdinonds,Acres, o!..Nt7 o1at Vol 12 pq 3! 7octother wil-fi A 0 1 , VARIANC R cu NI YVIEW BY DATE For ingresq, eares.-3 & utilities oer dloc. rpcordpd iin�lpr Sri n h nrfi i n tl -, 1') -7 Property Tax Account A 3.11. - 000- 00 ? 0 3 Parcel No. ETBACAS - FEET Ij FRONT SIDE REAR HEIGHT LOT CdVERA �54/ Z-42 -j 4 0 uj -i Z i REMARKS "fth�eA)4-2 I or -Tp -?iI5 i2s�--�-[ [11 NEW F-1 RESIDENTIAL PLUMBING I E] ADDITION COMMERCIAL MECHANICAL �Im -ryllp& r7,40 030-D6 REMODEL E] APT. BLDG. SIGN fg G!= FENCE REPAIR CYDS. I- x -FT) CHECKED BY TYPE OF CONSTRUCTIO 1 CODE OCCUPANT 0 Y rL r.Single 'h ui I 0 m 0 E] WOODITOIE SWIM POOL DEMOLISH INSERT HOT TUB/SPA GARAGE RETAINING WALL/ VU "Rww ROCKERY RENEWAL 0 SPECIAL INSPECTOR RECUIRED 13 YES AREA IF OCCUPANT LOAD REMARKS 1 PROGRESS INSPECTIONS PER UBC 305 (TYPE OF USE. BUSINESS OR ACTIVITY) EXPLAIN: Fandl.v Rasj.,jencf:- L 411,49 12- A45C— cyt— 1A NUMBER OF STORIES 2 NUMBER 01 F DWELLING UNITS CRITICAL AREAS dild-14 I NI IMBER DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) FINAL INSPECTION REQUIRED Construct sinqle farlij.V reSj-jr.-,ncr� .001 A 0/6. VALUATION FEE IBM PLAN CHECK FEE BUILDING HEAT SOURCE: 3as GLAZING 9 % PLUMBING I Plan Chei* No. MECHANICAL GRADINGIFILL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewelks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Peffnit Application: 180 Days Permit Limit: 1 Year - Provided Work Is Started Within 180 Days . STORM DRAINAGE FEE ENG. INSPECTION FEE "Applicant, on behalf of his'or her spouse, heirs, assigns and successors in interest, agrees to indemnity, 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 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." PLAN CHECK DEPOSIT TOTAL AMOUNT DUE I hereby acknowledge that I have read this application; that the I h reby ac In ow I ed' is and that I am the owner,/or th.e duly 'ven I ATTENTION APPLICATION APPROVAL correct; information given S c' Informa 'on g g e n I of " authorized agent of the owner. I agree to comply with city and au h 0 r Zed a THIS PERMIT This application is not a permit until state laws regulating construction; and In doing the work authoriz- St at e I aws reg ulat I ng C AUTHORIZES signed by the Building Official or his/her p r 0 Ed thereby, no person will be employed In violation of the Labor ONLY THE WORK NOTED Deputy; and fees are paid, and receipt is L'o S W ashington relating to Workmen's Compensa. Code of the State of W acknowledged in space provided. , tion Insurance and RCW 18.27. INSPECTION SIGNATURE IOWNER G7ET JDATE SIGNED I DEPARTMENT CITY OF NATURE DATE ZOR I - 2 &WI �19�< I EDMONDS � CALL FOR AELEASED It/ AT ATTENTION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE HAS BEEN MADE AND APPROVAL OR 771-0220 ORIGINAL - File YELLOW - inspector UNTIL A FINAL INSPECTION A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC , CHAPTER PINK - Ov�ner GOLD - Assessor 204TH STREET SW N 89-15'43'- W .626.85 PLAT r: .1 0% & T, p" 1160- LJ I'VI 1% j N VOLUME 12, PAGE 33 2 20' EASEMENT FOR INGRESS, IGRESS & U77LI77ES PER A.F. NO. 2002437, SNOHOMISH COUNTY U- ::3 NORTH LINE OF S 112 OF Lor 2 Set 518 Rebar w/YPC #4596 Set 518 Rebar w/YPC #4596 Flush In Asph. DrIveway ------------------ !( ------------------------------------- ---------------------------------------- - ------------------------------------------------- ------- ----------------- i ------------- N 89*15'18" W 'C # 4 9 6 ------ ---- -- - -- ------------- N 8975'18- 12 65.002 (1.35. Doi) T 65.002 ..... ... Set 518 Rebar w/YPC #4596 -------------------------- --------------------------------------- -ndif i -0- WfOr - MMW ---------- ----------------------------------------------------- ------------------------------- I ------------- L! N 89*38'500 W 195' DEED Uj V PARCEL "At N zi 1z WEST 65' OF EAST 260' 65.002 N 89*14 ?t 518 Rebar wlYPC #4596 NORTH 0 " . 9 SCALE. I — 20 NOTE: The drawing shown hereon does -not necessarily contain all of the information obtained qnd/or developed by the the SURVEYOR in his field work, office, work, or research. RECORDER'S CERTIFICATE Filed for record- this -day of 1993, at _M. In book_ of at page at the request of WILMED L WEBB. 41 to PARCEL B I WEST 65' OF EAST 195' Set 518 Rebar w/YPC #4596 Older 5' Wood Fence---, FA- 1Jj V- E;_ UJI. 0 z Uj 0 z N 00 20' vi to 9 - co N W 0 20' 0 z 1(130.003) 20. 001 Corner not set due to. Fence LEGAL DESCRPTION PAI?r-Pl *A" 774E NEST'65'. OF 7HE EAST 260' OF 774E SOUTH 112 OF LOT Z EAST EDMONDS ACRES, PER PLAT RECORDED IN VOL 1Z PAGE 33, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. TOGETHER WTH AND SUBJECT TO A 20; EASEMENT, FOR INGRESS, EGRESS AND U77LI77ES PER DOCUMENT- RECORDED U14DER SNOHOMISH COUNTY AUDITOR'S RLE NO. 200243Z rL PA CEL -0 7HE WEST 65 OF THE EAST 195' OF 714E SOUTH 112 OF LOT Z EAST EDMONDS ACRES, PER PLAT RECORDED IN VOL 1Z PAGE 33, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. TOGETNER 141TH AND SUBJECT TO A 20; EASEMENT, FOR INGRESS, EGRESS AND U71L171ES PER DOCUMENT RECORDED UNDER SNOHOMISH COUNTY AUDITOR'S nLE. NO. 2002437. SURVEYOR'S 'CERTIFICATE WENT This. map correctly represents a survey made by,me or under my direction In conformance with the requirements of the Survey. Recording Act at the request of GUY ALSTON. -ALSTON -GUY, OF PORTION OF LOT 2, EAST EDMONDS ACRES , EDMONDS,, WASHINGTON nor 40' 40' 206TH STREET SW. v%J r ann WMB AND MSOCIAM% INC. SURVE�`ING and ENGINEERING 6830 37TH AVE. N.E. SEATTLE, WASHINGTON 98115 TEL: (206) 524-168 Job No. Drawn b)r Date OCTOBER, 1993 DBA I I Snohomish County Auditor Wilfred L Webb, P.L.S. No. 4596 in =