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20019 88TH AVE W.PDF11111111111111 15452 20019 88TH AVE W STATEMENT ON ACCESSORY DWELLING UNITS GRANTOR: GRANTEE: T�4 Property Address:_ '2-oo/q '16� f A01�, ti. Edmonds, Washington Legal Description: 0 -r A V,-JO 5 Z T OZ, f Z S` -5 Assessor's Parcel Number: of-/ 1.1 00 )- . Q (> I have read the requirements for accessory dwelling units contained in Chapter 20.21 of the Edmonds Community Development Code (ECDC) and understand that an accessory dwelling unit, including a second kitchen, as defined in ECDC Section 21.05.015 is prohibited until an Accessory Dwelling Unit Permit is approved. I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all the criteria in Chapter 20.21 are met, and all the necessary items are submitted, including an affidavit of occupancy and a covenant to be filed with the Snohomish County regarding the regulations imposed on Accessory Dwelling Units. Property Owner Signature: _ OLlp (4--� Property Owner Name (printed): C* k Date: IlLo / STATE OF WASHINGTON) COUNTY OF SNOHOMISH) I certify that I know or have satisfactory evidence that (2-kk/ le-s If C, o 6--,r-n e-el signed this instrument and acknowledge it to be his/her free and voluntary act for the uses and purposes mentioned in this instrument. Notary's pressure seals must be smudged. Dated: .20 Signature of CARLA RRAYMONID NotaryPublic:Mk 4,— NOTARY PUBLIC S 7 I " Residing at: a) TATE OF WASHNGTON OOMK41SSION EXPIRES My Appointment APRIL 13,2003 Expires: 3-- C) THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR. '3 IVED i6iE L PERMIT E XP CITY OF EDMONDS USE PERMIT ZONE --- NUMBER/ �/jz CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT# ADDRESS q OWNER NAMEINAME OF BUSINESS PLAT NAME/SUBW LOT NO. LID NO. LID FEE $ cc W z MAIL)NdADDRESS TESC Appmed 31: at .1-i - PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP Ry, P:." .'U".d 0 420 '2� Street Use Permit Req'd inspection Required CITY ZIP 1� , �; I rELPHONE EXISTING PROPOSED Sidewalk Required q 4-110 REQUIRED DEDICATION 46 FT Underground k'10//\- 06 Wiflng required NAME -4- METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED * ��If /110 R N YES 4 NO 0 C3 M W Uj ADDRESS REMARKS �TRqIbDRAINAGE z z OWNER/CONTRACTOR RESPO E FOWEROSIQ4�0 LU M CITY ZIP TELEPHONE 77Adno�&. % NAME r"o cc WED/PATE Ow ?1*414, ADDRESS t- A V<,. FIRE REVIEWED BY DATE W CITY ZIP z S 0 FT��LEFHONE LL VARIANCE OR CU SHORELINE OR ADB# INSPECTION. REO'D ' BOND STATE LICENSE NUMBER EXPIRATION DATE CHECKED BY 1) 00 0 YES 0 NO jP?STED SEPA REVIEW SIGN AREA H . EIGHT PRO P.EX TAX ACCPUNT PARCEL v 0. COMPLETE I EXEMPT ALLOWED PROPOSED ALLOWED !.PRO.POSED I W - EXP X NEW RESIDENTIAL PLUMBING MECH 9 ". .1 % LOT COVERAGE ALLOWED PROPOSED REQUIRED SETBACKS (FT.) �FRONT SIDE REAR PROPOSED SETBACKS (FT.) FRONT UR Si 1 . ADDITION 0 C . OMM EFICIAL COMPLIANCE OR 17 - 'I 0 3 z CHANGE OF USE z P�F&ING REA 0 APARTMENT Cj S' IGN REO'D PROVIDED LOT A 1,75 PLA I REVIE EDBY�l WID,TE IL FENCE F� REPAIR CYDS X FT) �&ETa&CKG, APf?U)\/C--D FE r< DEMOLISH 0 TANK o OTHER GARAGE RETAI WALL RENEWAL CARPORT ROCK NING EPY (TYPE OF USE. BU SINESS OR ACTIVITY) EXPLAIN: CHECKED BY TYPAQRU :TION C eqE)t I OCCUPANT GROUP NUMBER OF NUMBER OF DWELLING CRITICA 6Ltre A -C��e�F SPECIAL INSPECTOR AREA OCCUPANT o STORIES NITS N7�3Wq REQUIRED LOAD DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER U96 108/FINAL INSPECTION REQ'D lqq .. Whf, lAbLY, 7 ILK-6-, VIA& S_Q1 vc.pr A/f P,/ �5- ';�7 voeco 1. 1-1 to - . tkm�� VN ot AV' rk Wrr'j 7 7c V f OcM to M4 511"Irn"t.' LO Pu, /Atv;r "i-f-mr, VALUATION FEE PLAN CHECK FEE HEAT SOUR IALAZ r LOT SLORE_% BUILDI NGi 1;) U_ q4, PLAN CHECK NO: nVEESTED DATE PLUMBING MECHANICAL THIS PERMIT AU THORIZES ONLY T HE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC GRADING/FILL DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. STATE SURCHARG uj PERMIT APPLICATION: 180 DAYS PERMIT LIMIT., 1 YEAR - PROVIDED WORK IS STARTED,WITHIN 180 DAYS ENG. REVIEW FEES SEE BACK OF PINK PERMIT FOR MORE'NIFORMATION ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE ;APPLICANT. N INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF LAND6GAPiNG- 2 EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND I INSPEr-LON-FE E r e 0V Ix 4 ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY RECEIPT/ x FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE 0 D PLAN CHECK DEPOSIT _j EEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE 0 NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION." x RECE/TV TOTAL AMOUNT DUE )V I HER�BY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION f GIVEN IS CORRECT, AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF 1PROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the CALL, TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid. and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR �'INSPECTION receipt is acknowledged inspace pro.vided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. I-- I . OFFJ�IALS SIGNATURE D� T 6� 1 - SIGNA(Vj: OWI�&ER AGENT) DATE)��aED (425 9 (Ikl 771-0,220 'RELEAS'0� ATTENTION EXT 1333 IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL -0221 771 A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- " 1ELLL1W ORIGINAL - FILE - - 11 CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 FAX PINK -OWNER - GOLD - AS�i 5/98 1140 EXCISE TAX REQUIRED CONFORMED Copy 200108210511 08/21/2001 02:42 PM Snohomish P-0001 RECORDED County Charles R. Warner 20021 88 1h Ave. W. Edmonds, WA 98026 Declaration of General Utility and Sanitary Sewer Easement AUG 2 12001 B03 DANT11,I!, awri5rimit uuiity I B y__ BOB DANTINI The undersigned owners of Real Property located at 20021 88 1h Ave. W, Edmonds, WA, known as Lot 1, City of Edmonds Short Plat S-97-103, Snohomish County AF # 9804065002, do hereby grant an easement for the establishment, location, construction, and maintenance of utilities to include, but not be * limited to, sanitary sewer, drainage improvements, telephone, television, electric, natural gas, or other common residential utility over, across, and under the westerly 10 feet of said Lot .1. Said easement shall benefit the property located at 20019 88 th Ave. W, Edmon'ds4 WA, known as Lot 2 . of City of Edmonds Short Plat S-97-103, Snohomish County AF # 9804065002, and shall run with said property in perpetuity and benefit all owners of said property and their heirs and successors. Lot 1 tax account # 27 0419 001 13100 LoQ_ t* 4cQunt-# 27 0419 002 13100 nda M. Warner State —of Washington ss. County of Snohomish On this 21" day of August, 2001, before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Charles R. Warner and Lorinda M. Warner, to me known to be the parties named herein, and acknowledged execution of said instrument to be the free and voluntary act and deed of said parties for the uses and purposes therein mentioned; and on oath stated that they are authorized to execute said instrument. WITNESS my hand and official seal hereto affixed this day and year first above written. 1p A. low, �4 IV CC t' �OTAR)' '0' PuBury I Notary Pubic in and for Wa Residing at My Commission expires on, State, STANDARD DRAINAGE DETENTION SYSTEM WORKSHEET QV*WER a c,�,i 40 f,/q CALC BY: . -)-0 11 al ADDRESS To ML)",05 IAJ "o (;//I zo/ DATE: *****DESIGN DATA***** IMPERVIOUS AREA PIPE DIA PIPE LIS ORIFIC.E -7 DETENTION PIPE LENGTH LOCKING LID ICAL) FINISHED G 4L MINIMUM N RtHl TI HTL 661 UR & PR CfOP OF TIGHTL31 E CONC BOX OR RISER .5% TO 1% SLOPE 0 OUTLET OUTLET CONTROL MIN. 2 REtCEIVED UPPER CATCH BASIN ORIFICE CONTROL CATCH BASIN JUN 15 2001 DEVELOPMENT SERVICES CTR. SYSTEM CROSS SECTION CITY OF EDMONDS ;=V 2'X2'X6' DEEP, 4-6' SPALLS OR EGUAL FROM CONTROL CB 2'X 2'X 3' DEEP, 3/4' CRUSHED ROCK EXISTING GRADE FROM CONTROL OUTLET WASHE ROCK ftTRENCH OUTFLOW TRENCII MIN 10' LONG. PERF PIPE TO BE LEVEL PERF P IPE W/ END CAPS SHALL BE LINED WITH MIRAFI PRIOR TO PLACEMEN OF WASHED DRAIN ROCK ,RIPRAP ou7� TREET FIL uNOFF SPREADER.TRENCH FOOTING DRAINS SHALL NOT BE CONNECTEDTO DETENTION SYSTEM NOTES: 44W444 1t,6Pe,(--TVV— " -T %4 i 3zr-- 1. Call (771-0220) for a tightline, 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 'Id responsibility of the property owner. Material accumulated in the -storage pipe must be flushed out and removed from the catch basins to allow proper operation. The outlet control orifice DATE must be kept open at all times CITY CUIORK CITY OF !:.1JM0NDS 121 5TH AVENUE NO. EDMONDS, WA 98020 CONFORMED Copy 200110020366 10/02/2001 11:25 AM Snohomish P-0001 RECORDED County STATEMENT ON ACCESSORY DWELLING UNITS GRANTOR:- ax GRANTEE: Property Address: Q- o q tj. Edmonds, Washington Legal Descripticr4 Assessor's Parcel Number: 2- oc/ 0 I have read the requirements for accessory dwelling units contained in Chapter 20.21 of the Edmonds Community Development Code (ECDC) and understand that an accessory dwelling unit, including a second kitchen, as defined in ECDC Section 21.05.015 is prohibited until an Accessory Dwelling Unit Permit is approved. I also understand that an Accessory Dwelling Unit Permit cannot be approved unless all the criteria in Chapter 20.21 are met, and all the necessary items are submitted, including an affidavit of occupancy and a covenant to be flied with the Snohomish County regarding'the regulations imposed on Accessory Dwelling Units. Property Owner Signature: Property Owner Name (printed): k Date: / // /0-/ STATE OF WASHINGTON COUNTY OF SNOHOMISH) I certify that I know or have satisfactory evidence that signed this instrument and acknowledge it to be his/her fre� and -voluntary act for the uses and purposes mentioned in this instrument. Notary's pressure seals must be smudged. Dated. Signature of CARLA Notary.Public: (��a D LI NOTARY PUBLIC IC WTO Residing at: S TAT E 0 F WA S R NWGTMON C�� 010ca . My App COMMISSION EXPIRES ointment APRIL 13,2003 Expires: THIS DOCUMENT MUST BE RECORDED WITH THE SNOHOMISH COUNTY AUDITOR. City of Edmonds PermitNo: 1/1 �4dfT RIGHT-OF-WAY CONSTRUCTION PERMIT issue Date: - A. Address or Vicinity of Construction: Wolq �b6rH AiX LA) B. Type of Work (be specific): Uf1 U TtO� PILA� 4�1)sil&umotj C. Contractor: WAJL,-Z(L MailingAddress: 'A-Ooai IV, 'Ouc State License V1 - (! ISOO R Al Or D. - Building Permit # (if applicable)IMI— Contact: C44vek &4o_tJr=iL Phone: ( (a 5.1) wo Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. r-1 Commercial F] Subdivision E] City Project E] EUC (PUD, VERIZON, PSE, AT& T, OVWD) r-1 Multi -Family Single Family Other INSPECTbR: F. PAVEMENTCUT: EIYES [I NO CONCRETE CUT: El YES [I NO G. SIZE OF CUT x INDEMNITY. Applicant understands by his/her signature to this application helshe holds the City of Edmonds harmless from injuries, damages or claims of wzy kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorneyfees by reason ofgranting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWIN.G THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK ESTIMATED RESTORATION FEES 97LL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR. ISSUANCE TO THE APPLIC4NT. * Traffic control and public, safety shall be in accordance with City regulations. as required by the City Engineer.. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. * Restoration is to be in accordance with -City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end, of the workday - NO EXCEPTIONS. * Three sets of construction drawings of proposed work are required With the permit application. CALL DIAL -A -DIG (1-800-424-5555) PRIOR TO BEGINNING WORK' I HA VE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THA T I MUST MAKE THE PINK COPY OF THE PERMIT A VAILABLE ON SITE A T ALL TIMES FOR INSPECTIONS Signature:, (Contractor or Agent) D a t e: t A, Right-of-way Fee: 14) -?� Disruption Fee/Fund 111: Restoratio? Fee: Total Fee: 19, Receipt No: Issued Q.� UPON COMPLETION OF PERMITTED WORK, AN ENGINEERING FINAL - INSPECTION IS REQUIRED PER CHAPTER 18.00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326 FINAL APPROVAL OF PERMITTED WORK.- DATE: Inspector's Siknature For inspection �199 Information handout. DAMy D(,)cmments\Form.s\Engnmg\ROWpermit-.doc '. 1 0 , 'PERMIT NO: 954-3 City of Edmonds PERMIT EXPIRES 2-IDI, SIDE SEWER PERMIT Address of Construction: e)_0 0 - 1j. LID # Property Tax Account Parcel No. 2- 10 00� 0 0 Attach copies of all access and utility easements Verified and Approved b Owner and/or Contractor: a - Uor i <r- Contractor License "tJ L 0,'D 00 Building Permit#: Dj /Single Family Fj Multi -Family (No. of Units Commercial (No. of Units Public Invasion into City *Right -of Way: E0YO"es '[1 No *RW Construction Permit # 01 Cross'6ther "Private Property: [P-fe$� No *Attach legal description and.copy of recorded easement. Owner or contractor signature and acknowledgement statement: By signing for this permit I certify that I have read the City's, public handout entitled Side Sewer Specifications, and shall comply with all City requirements outlined therein. Datef 9 CALL DIAL -A -DIG (1-800-42'9�-5555) BEFORE ANY EXCAVATION 2 .9 FOR INSPECTION CALL 425-771-0220 extension 13.1VU 24 HOUR NOTICE REQUIRED FOR ALL INSPECTION REQUESTS ...... ........ .... .. FOR OFFICE USE ONLY . . .. ... .. ....... Permit Fee Repair Fee $ Issued %F: Trunk Charge $ Date Issued: Assessment Fee $ Receipt No: City Permit Surcharge Fee $5.00 Total Fees Paid $ -7 NOTE: IF JOB SITE IS NOT READY FOR INSPECTION WHEN INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED. Job Site Ready YES NO —Date: Initial: Date: lnitiax7��44( -tion: Partial Inspec Partial Inspection: Date: Initial: As -built to Street File: 0 FINAL INSPECTION APPROVED: Date: O&Z __Ini�iaI(2)ffijL 15, PERMIT MUST BE POSTED ON JOB SITE t- White Copy: File Green Copy: Inspector Buff. Copy: Applicant L-,temp;bldgforms-,ssperTnitjlg4/00 NO EXCISE TAX REQUIRED CONFORMED Copy 200108210511' 08/�1/2001 02:42 PM Snohomish P.0001 RECORDED County Charles R. Warner 20021 88t� Ave. W. Edmonds, WA 98026 AUG 2 12001 003 DANT11fl, aoriviiisii UOU111Y Ireasurer By- BQB DANTINI Declaration of General Utility and Sanitary Sewer Easement The undersigned owners of Real Property located at 2002188 1h Ave. W, Edmonds, WA, known as Lot 1, City of Edmonds Short Plat S-97-103, Snohomish County AF # 9804065002, do hereby grant an easement. for the establishment, location, construction, and maintenance of utilities to include, but not be ' limited to, sanitary sewer, drainage improvements, telephone, television, electric, natural gas, or other common residential utility over, across, and under the westerly 10 feet of said Lot 1. Said easement shall benefit the property located at 20019 88 1h Ave. W, Edmondsj WA, known as Lot 2 . of City of Edmonds Short Plat S-97-103, Snohomish County AF # 9804065002, and shall run with said property in perpetuity and benefit all owners of said property and their heirs and successors. Lot 1 tax account # 27 0419 001 13100 Lot,2 tw ncqunt.# 27 0419 002 13100 a iw w amer Stat�--of Washington ss. County of Snohomish On this 21 "day of August, 2001, before me, the undersigned Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared Charles R. Warner and Lorinda M. Warner, to me known to be the parties named herein,* and acknowledged execution of s aid instrument to- be the free and voluntary act and deed of said parties for the uses and purposes therein mentioned; and on oath stated that they are authorized to execute said instrument. WITNESS my hand -and official seal hereto affixed this day and year first above written. ;001 00 0! ol 'I, PUB �A J� ,�#" i P - 5 Notary Pubic in and for Wa ..Residing at My Commission expires 0.11. State, LLJ < Driveway New House 00 C.O. 00 4' PVC pp 7/ _P/L C.O. Priv. Drive C.O. Exist House 1 45* Wm LExist. Conc. Line Fw—ml 6 to 4' Reducer Out of Conc. 0 F Ep* CITY OF EDMONDS SIDE SEWER AS- BUILT 0 lk, ADDRESS SCALE 20019 88TH AVE W NTS m HOMEOWNER CONTRACTOR CHARLES WARNER DATE DRAWN PERMIT &t 1890 3/1 1 2/02 IBY 1. ABILA NO. 9543 ALL EXF FACES To BE COVERED WITHINPIptat" for Proposed New SFR at ve W *ftvfv, Tax Account Parcel # 08-17-01 2704 19 002 131 00 "R is RESPONS..aa. U%F" rluu EROSION 09PTROL AND DPWPE 2001 Owner: Charles Warner +104, 20021 - 88th Ave W. +100, A Edmonds, Wa 98026 @ AWE-PTABLE TIGHTLINE 4251-775-7679 8' Concret MATMAL— +98' 10, Patio SDR 35 102J +102' Lot Slope: 12.5% 25' 192 SqF SCH 40 42' Lot Size: 10959.75 SqFt N -12 F810. HAkCOR Lot Coverage: ------- . N 3485 SqFt (32%) 7.5' 8' R E_R_ Proposed SF A A +96' 39' 2800 SqFt 8' 6 7.5'. . 82.5' 425-77i.-M220 EiT. 11 12. 62' +98' '.1"%aturn Point +99.75' 16 Rock Wall, Vto 2' High Tor) of Existina Sewer +94 D 25' C Scale: 1":20' IMPERVIOUS SURFACE CALCS 0 Residence Pad: 1543 SqFt APP$9VED AS NG�FEI) Concrete Patio: 192 SqFt 136' BY INEERING Driveway: 1750 SqFt -,Proposed Notes: Z= Total: 3485 SqFt +92' Drfvbway No Sensitive areas -or butters on ior paja nt to property %, 62' Driveway slope: 7.5101111ts: .01 HEIGHT CALCULA44 Downspouts to tightline to on -site detention pipe A +101' _Mai dwmv� Footing Drains shall not connect to detention system. B +101' UL. Fresh C +99' A ov D +97' Water Rock Wall, Vto 4'High 3=NING Average Grade: +gku Line +1 Maximum Peak: Uj +98' Actual Peak: +1 Proposed Sanitary Sewer Easement (10' t90 25 96' �6� Sewer Cleanouts (4x) X+88' +94' Side Sewer Line( Locking lamphole covers for all except cleanout nearest garage Water Meter +92' +84' — — — — — — — — — — — — — 25 — — ON PERM Fire Hydrant y coms-rucT, ED 150, -- — — — — — — — — — — — — — — — — — — — — tfteTj(§RtREQlJ1R (5;j� Utility Pole (Telephone, Cable, Power, & 88th Ave. W. -1 qrv--. --- VQ10." 4 FVAM 0 P W%U"4044 Tax Account Parcel # Grading and Drainage Plan for Proposed New SFR @ 20019 88th Ave. W. 2704 19 002 131 00 08-17-01 Owner: Charles Warner 20021 - 88th Ave W, Edmonds, Wa 98026 425-775-7679 +100' +101' :F104' New Temporary Stockpile (Cover within 24 Hours) Concrete +98' Patio 02' Datum Point +99.75' New SFR ....... Top of Existing Sewer Cleanout . % +101' +100, +99' +96 +98' �Rock Wall, Vto 2' High' +100' Footing Drain Scale 1:20 1 to gravel 40 dry well F zu covered with ...... filter fabric) +92' % +98' APPR6VE AS NOTEO Existing SFR D New Driveway 20021 88th Ave. W. '8' yY,'. L= N EIRING RD Tightlined +92 1% Rock Wall, Vto 4' High Date to detention pipe +94' CB Armored Cctnstruction Entrance (4" to 6" Qubrry Spall) Dry well Gravel +91.5-, Filter Fabric Fence +96� (Install at all downslo 'I limits prior to sta f Detention Pipe (24" x 36') site work) 2% kn +94'.' +92' 'Slop pe ---------------- CB Type 1 L ....... (Elevation +365.18') �+86' +9Q1,11 7/8 Orifice outfal ------------- - - - - - - - - - - - - - - - - Driveway to be sloped to channel all runoff into caicif bas ----------- ---------------- I , . Proposed Sewer Easement f 0" - - I i +88' — - - - - - - - - - - - -.7-- i-lt..J, 91;�eacle'r trer�chi(1. 1. 5' x 20') ---r ' - -'- , - - -1 - Water Meter/12--1 per attached worksheet CWkWA10A -*f� VCB Type 1 L (Invert Elevation' 366') 88th Ave. W. De FogfemolcuWL ftAt-e=-4 *VGVEP- I C,%LTWL- 51-AU 0*6- " Tn4w - -P 0 �5 A) e, 14) SFF, ( o CK-ke- 16_AA �(-- p &D E- T,yp,/�A ti, zldww-f� OD a A V-e- (D'R I V F- W -775 -7 6 7.9 cf +k.Q- WA-P," W7 STREET FILE 9�D R E' &EW21!V�j AUG 3 1 2001 PERMIT COUNTER 890 - 19, City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this for -in 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 sub ect 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, Ve 0 DEC2 3 1996 PF. COU4, 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 par-cel with enough detail that City staff can find and identify the subject parcei(s)- In addition, theapplicant 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 prelim7inary 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: ri�w <-, W, (:J Name 17 ? "z t q 6 Street Address City, State, ZIP Phone Signature t Date Applicant Representative: Narm Street Address City, State, ZIP Phone Signature Date W 0 Critical Areas Checklist Site Information (soils/topography/hyd logy/vegetation) 0 1. Site Address/Location: _�L�t �/q 2. Property Tax Account Number: I q X7 6. Y,�__ 06 3 6 0 0 40 3. Approximate Site Size (acres or square feet): L6( 000 4. Is this site currently developed? _4:::L`yes;. no. If yes; how is site developed? -SIAI�Lf 1pj1+,1jt P451Q<,,1C!F 5. Describe the general site topography. Check all that apply - Flat: less than 5 -feet elevation change over entire site. Rollin , lop' -es on site generall less than 15 % (a vertical rise of 10-feet -over a Ko Y horizontal distance of 6&feet). H JIV. s illy: slopes present on site of more than 15% and less than 30% ( a vertical rise of I 0-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. 7. Site contains areas of seasonal standing water: What season(s) of the year?, 8. Site is in the floodway floodplain ; Approx. Depth: ; Approx. Depth: of a water course. 40 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? Flows are seasonal? _ (What time of year? 10. Site is primarily: forested ow .;shrubs mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: or City Staff Use Only---11 1. Site is Zoned? K S - � 2. �CS mapped soil type(s)? (o - 4�AL-w" - L o,� 3. Wetland inventory or C.A. map indicates wetland present on site? 4.-.:-. :-...Critical Areas inventory or C.A. map indicates Critical Area on site? Nb 5. Site within' designated earth subsidence landslide hazard area? 6. Site designated on the Environmentally Sensitive Areas Map? No DETiRMINATION ':�STUDY REQUIRED CONDrrfONAL WAIVER WAIVER Reviewed by: Pla6er Date RgVOMM 11 Of �2 OPPER 1-1/4" 160PSI OLY HOUSE 88TH AVE. DRIVEWAY CITY OF EDMONDS WATERLINE AS -BUILT JADDRESS 20019 88TH AVE W WATERLINE NO, 2001-0666 CONTRACTOR HOMEOWNER SCALE UNKNOWN CHUCK WARNER � NTS DATE INSPECTED INSPECTED BY DATE DRAWN DRAWN BY 11/2/01 UNKNOWN 6/29/06 J. BRONDER APPROXIMA TE LOCA TION OF EXISVNG DRAINAGE DITCH FUED VERIFY SE 114., NW 114., SEC.19, T.27N... R.4E, W.M. RA CITY OF EDMONDS,, SNOHOMISH COUNTYv WASHINGTON RIW EX. JO' RIW VA!y�� 50 HILL, PA e. IS!P7�_� ST. SW 198TH PL FOOTH ST SW Z EX. PA 4' s IpEWA LK 1 6.5' IK cy) 201ST PL 0.5'- IK ST SW VARIES A 2.OX FND 4"x4m CONC. MO ASE WIN 2m BRASS DISK %-TcnH PUNCH 200TH ST, SW 0.9' DOW, AT NW CORNER NW IA - - - - - - - - - - - - - - - - - - - SAW CUT & REMOVE 2* COMP. DEPTH CLASS 78" ASPHALT SITE SE 1ANW 114 (MAY 1997) 166.32 Ift. OF EAST EDGE OF EXIST PAVEMENT 3* COMP. DEPTH ATS 6' COMP DEPTH GRAVEL BORROW SEAL Wf7H HOT ASPHALT CEMENT 00 AND SEALER SS-1. SIDEWALK FRONTAGE IMPROVEMENT Its VICINITY MAP (SECUON -911) SCALE 1 2000' I NOT TO SCALE 2-062 'IN W 114 N W 1141 N,,W 114 SE 114 IT CONSTRUCT10N OF SIDEWALKS SHALL BE IN ACCORDANCE NTH THE STANDARD SPECIFICA ONS FOR THE WASHINGTON STATE DEPARTMENT N ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PUBLISHED BY l(o (WSDOT/APW4 SPECIFICATIONS) OF TRANSPORTA77ON AND THE AMERICAN PUBLIC Wl)RKS ASSOCIATION. UNLESS OTHERMSE MODIFIED BELOW. 9 ASPHALT RAMP Z ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3000. 30.00 ��892708-E 3. FORMS SHALL BE TURE TO LINE AND GRADE AND SITCURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY VE USED ON CURVED SECTIONS. 136.21 AREA OF NEW ------------ )(- 3' MRE FNC. FULL DEPTV PREMOLDED JOINT MATERIAL SHALL BE PLACED ASPHALT FRONTAGE 4. EXPANSION JOINTS CONSIS77NG OF 3/8 AROUND FIRE HYDRANTS; POLES, METER BOXES AND OTHER OBSTRUCTIONS AND ALONG WALLS OR STRUCTURES 639 SF EXPANSION JOINTS SHALL ALSO BE PLACED AT THE BEGINNING AND THE END OF EACH CURVE, IN PAVED AREAS. ON EACH SIDE OF STRUCTURES, DROP CURB DRIVEWAYS AND CURB RAMPS, BETWEEN SIDEWALK AND BACK OF CURB 6m WHEN POURED SEPARATELY, AND AT OTHER LOCA71ONS AS DIRECTED BY THE ENGINEER. FULL EXPANSION CUR B B JOINTS SHALL GENERALLY BE PLACED TO MATCH 7POSE PLACED IN ADJACENT CURB KITH A MAXIMUM SPACING OF 20 FEET. # 5.0' CEMENT CONCRETE SIDEWALK 5. CONTRACTION JOINTS (DUMMY JOINTS) CONSISTING OF 318- X 2' OF PREMOLDED JOINT MATERIAL SHALL BE t CONSTRUCTED AT INTERVALS NOT TO EXCEED 10 FEET MIEN SIDEWALKS ARE PLACED BY SUP -FORMING, A PREMOLDED Te) STRIP OF 318' THICK AND UP TO FULL DEPTH MAYBE USED. CONTRAC77ON JOINTS (DUMMY JOINTS) IN SIDEWALKS FACE OF CURIB SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY A PLANTING STRIP. JOINT SEALANTS FOR SAWED CONSTRUCT10N JOINTS SHALL MEET THE FROM OF ROW REQUIREMENTS OF SECTION 9-04.2 OF THE WSDOT1APW4 SPECIFICATIONS. ShCUT AND REMOVE 5' 2' 6. ALL JOINTS SHALL BE CLEAN AND EDGED. z MIN. EXIS77NG 'XSPHALT I' FROM Z CEMENT CONCRETE SIDEWALKS SHALL BE A MINIMUM OF 4 INCHES THICK EXCEPT IN DRIVEWAY AREAS WHERE A MINIMUM E04E OF EXI§)7NG PAVEMENT OF 6 INCHES IS REQUIRED. Go -2.OX (o 8. THE KIDTH OF SIDEWALK SHALL BE 4 FEET. 2 9. SCORE MARKS, 114" DEEP, ARE TO BE PLACED ON 5 FOOT CENTERS, AND TO CORRESPOND TO THE 0, 962 SFI' MARKINGS IN EXIS77NG SIDEWALKS. NIEN THE SIDE ' 'WALK MOTH EXCEEDS 6 FEET, A LONGITUDINAL SCORE AT THE CENTER OF THE SIDEWALK SHALL Bf_ PROVIDED. 10. ADDITIONAL MOTH TO MAINTAIN A MINIMUM OF 5 FEET OF CLEAR SIDEWALK SHALL BE PROVIDED WHEN OBSTRUCTIONS ALK U cot(c. stom SUCH AS UTILITIES EXIST. q A. 'A RECEIVED /0'. 11. FINISH SHALL BE A LIGHT BROOM FINISH. AUG 17 2001 12 6 INCH COMPACTED DEPTH OF GRAVEL BORROW OR EQUIVALENT. LEG.END Z_ ASPHALT SET 518'x 2.4- REBARICAP WSI 1691c6 (DATE) 61.86 0 FOUND REBARICAP OR I.P. (IRON POE) (DATE) co SIDEWALK DETAILS 0 00 MATCH EXIS77NG GRADE T C) NOT TO SCALE FOUND MONUMEN ICASE (DAIE) 7_7 0 SAWARY SRER MANHOLE 51DEWALKRAMP DETAIL r/P. CENTERLINE NOT TO SCALE CLF CHAIN LINK FENCE CONCRETE PRO�FPESRTY DROP CURB- FENCE LINE AY ----------- BUILDING SEIBACK LINE (BSBL) DRIVEW SS SEKR LINE .41 -7-/ LEGAL DESCRIP77ON 25. Oa 20021 PAVEMENT MOTH PARCEL A: THE SOUTH 160 FEET OF THE WEST HALF OF THE EX. SFR > EXPANSION JOINTS FF=384.29 NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE (CENTER JOINT REQUIRED SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION to ON ALL DRIVEWAYS GREATER 5.5" 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH Zz 0.5" THAN 10' IN MOTH) COUNTY, WASHINGTON; EXCEPT THE SOUTH 20 FEET THEREOF, AND 4 6" EXCEPT THE WEST 30 FEEr THEREOF CONVEYED TO'SNOHOMISH -0.5* cl� COUNTY BY DEED RECORDED AUGUST 17, 1964 UNbER AUDITOR'S FILE NO. 1354418. 16 0.5" PARCEL AN EASEMENT FOR INGRESS AND EGRESS AS _T DISCLOSED BY EASEMENT RECORDED UNDER AUDITOO'S FILE NO. CA 1719359, BEING A PORTION OF THE NORTHWEST QOARTER OF 0 CEMENT CONCRETE THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF ui W 30' THE NORTHWEST QUARTER OF SECTION 19, TOWNSHO 27 DEED TO SNOHOMISH COUNTY 4 (_q VERUCAL CUPS AND GUTTER NOTE PREMOLDED NORTH, RANGE 4 EAST, W.M. __j C,4 C4 NOT TO SCALE FINISHED DRIVEWAY SURFACE SHALL BE BROOMED JOINT MATERIAL A.F. NO. 1354418 4s. __j _j 00 c� LONGITUDINALLY (PARALLEL TO THE CURB). SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF 01) FINISHED SIDEWALK SURFACES SHALL BE BROOMED WASHINGTON. TRANSVERSELY (PERPENDICULAR TO THE CURB). PREMOLDED JOINT NOTES Z-2- 1.) THE SETBACKS WHICH HAVE BEENmooinED THROUGH THIS 4" a- "B* CONCREM MATERIAL BACK OF SIDEWALK APPLICA 71ON AND WHICH ARE SHOW ON THIS PLAT MAP ARE: VESTED K17H THE RECORDING. THE REMAINING SETBACKS WHICH WERE NOT 0) MODIFIED WfTH THE APPROVAL OF THIS SUBDIVISION ARE SHOWN FOR 518 co cq 0) REFERENCE ONLY AND VEST NO RIGHT. 0) T Z) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF 0.52 PAR77ES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TIFICATION BY t 6" CL. 78* CONCR ETE TO ANY UNNAMED THIRD PARTIES KITHOUT EXPRESS RECER 4 1 THE LAND SURVEYOR. 8,100 SF SECTION A -A NOT TO SCALE J.) BOUNDARY LINES SHOW AND CORNERS SET REPRESENT DEED 4TBD LOCATIONS, OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP ppll E DPIVEWA Y IS EXPRESSED OR IMPLIED. CEM ENT CONCRET NOT TO SCALE (D 22408 98TH PL. W, SITE ADDRESS. ASPHALT EDMONDS, WA., 98020 RAMP \\ 30. 93.99 SCALE. 1" 10' STREET FILE 42.13 SHORT SUBDMSION NO. S-9Z-103 HEM F NE 'ORNER OF 0 TH 136.12 Cff Y OF EDMOM 20' OF WEST 30' --777 0 5 10 20 , s 77//7- 7777 _-7/ 117 L SIDEWMX PRO -OPBOVEMENT PUN EX. MERIDIAN: R.O.S. VOLUME 25, PAGE 108 (425) s SS. S. ____l /j we tern CENTERLINE OF I EX to SSMH BASIS OF BEARING. aheers. 356-2700 C SW COR. W11 SSP 88 V4 AVE. W 0m`HU(o;l`K WA RN R .2, NWIANWII�_ - - - - - - - SEIANW114 SEC. 19 - - - - - - 7 -T - - - - - - - - -- -- - - - - - - - - - 166. MEETS OR EXCEEDS S 8927'08" E SURVEY STANDARD AS PER: SW 114, NE 114, SEC.36, T.28N., R.6E., W.M. 3 14 WAC 332-130-050 273 7 BY DATE PROJECT MANAGER SCALE 7202ND FND. 5- DIA. CONC. MONICASE EASEMENT WAC 332-130-090 NA LAND USE CONSULTANTS DRAWN BY DA TE REV. WTH 2" BRASS DISK KITH 74 WES T 70' 1 R VL 0 713 0/01 D. L. BRESKE: 1" 10' 2- -06 WAC 332-130-100 SHT NO 0.7' DOW. (MAY 199 OF SOUTH 20' INSTRUMENT USED: WILD TC-1010 CIVIL ENGINEERS e LAND SURVEYORS DRAWING FILE NAME CHK. BY F.B. NO. JOB NO. AT SW CORNER NW 1�4, SE 'A 202ND ST, SW A.F. NO. 1719359 SURVEY PERFORMED BY F7ELD TRAVERSE EXPIRES 01 1 oft Nw 'A SEC. 19. 13000 HWY 99 SOUTH EVERETT WA 98204 197049SDW.DWG I DLB 347 197-049-A l APPROXIMATE LOCA77ON OF EXIS77NG DRAINAGE DITCH FILED VERIFY 0) FNO 4mx4* CONC. M ASE NTH 20 BRASS DISKN7c7H PUNCH V u 0.9'000, AT NW CORNER NW 114, 1F�t 114, NW 114 (MAY 1997) c i A r,4 cy) cli 4 'T ASPHALT RAMP AREA OF NEW ASPHALT FRONTAGE 639 SF L Bt '. : 1 1;'4— SA'*CUT AND REMOVE EXISIING VPHALT 1' FROM I ED4E OF EX.1 Y7NG PAVEMENT Lu Z co 00 1 CONCRETE DROP CURB DRIVE WA Y SE 114, NW 1/4, SEC.19, T.27N... R.4E., W.M. CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON 200TH ST. SW T__ - - - - - - - - - - - - - 16-6.32 0) OD ----------- 2-062 NW114 NW1141 s E 1 4,,/1'N W 1 4 to V 8927'08" E 136.21 _WRE A? If 12 0, 962 SF 4CiMC, SDEN ...v A. - * 61.86 sn)EWALK RAMP I)ETAn Typ. NOT TO SCALE Ea V46" EX. PA c RIW EX. 30' —.*4' -SIPEWALK 6.5' 70% nr SAW CUT & REMOVE Ift. OF EAST EDGE 17 2" COUP. DEPTH CLAS. OF EXIST. PAVEMENT 3' COUP. DEPTH ATB T 6" COUP DEPTH GRAVI SEAL WITH HOT ASPHALT CEMENT AND SEALER SS -I. SIDEWALK FRONTA&E IMPROVEME-NT (SECTION Its-811) NOT TO SCALE RIW I 'A ±15'-17' . ASPHALT. MATCH EXIS77NG GRADE VARIES EX. SFR 25.00 20021 PAVEMENT WIDTH to t FF=384.29 to 11 5.5" 0.5* 4 6#0 lk 7 A s. �2 0.5*: to 1Y r L —_ 14 CA C4 00 trii 0 CEMENT CONCRETE W 30' Lo 4 co o0j DEED TO SNOHOMISH COUNTY Cr4 VERTICAL CUPS ANO GUTTER NOT TO SCALE A.F. NO. 1354418 -11 00 co z- -------- 0) 00 C., 00 0) 4 8,100 SF 44 0 k �x ASPHALT RAMP SCALE. 1" 10' 30.00 93.99 42.13 7 NE CORNER OF 0 y 136.12 — 20 20' OF KIEST 30' 1,777 77 7//77 0 5 10 717 MERIDIAN: R.O.S. YOLUME 25, PAGE 108 4_ EX, 11 SSMH BASIS OF BEARING. CENTERLINE OF SSMH SW COR. W112, NWI14, NWI14, 88TH AVE. W EX. —ss S. SEIA NW114 SEC. 19 — — — — — — — 7 — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — MEE FS OR EXCEEDS ?Z I S 89027'08" E 166. 11 N 1�\ SURVEY S7*ANDARD AS PER: EASEMENT WAC 332-130-050 WTH 2" BRASS DISK K17H `X", k WAC 332-130-090 FWD. 5' DIA. CONC. MONICASE k 2.06\1 WAC 332-130-100 r WEST 70' 0.7' DOWN. (MAY 199 A OF SOUTH 20' AT SW CORNER NW 1�4, SE IA 202ND ST, S W I INSTRUMENT USED: WILD TC-1010 NW 1A SEC. 19. 1 A.F. NO. 1719359 SURVEY PERFORMED BY FIELD TRAVERSE 3"ASPHALT 1. CONSTRUC77ON OF SIDEWALKS SHALL BE IN ACCORDANCE KITH THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUC77ON AS PUBLISHED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTA77ON AND THE AMERICAN PUBLIC WORKS ASSOCIATION. (WSDOTIAPWA SPECIFICATIONS) UNLESS 07HERMSE MODIFIED BELOW. 2. ALL CONCRETE SHALL BE AIR ENTRAINED CONCRETE CLASS 3000. 3. FORMS SHALL BE 77JRE TO LINE AND GRADE AND SECURELY STAKED. STEEL FORMS ONLY SHALL BE USED ON TANGENT SECTIONS. WOOD FORMS MAY BE USED 6N CURVED SECTIONS. 4. EXPANSION JOINTS CONSISTING OF 318- FULL OEP,,`H PREMOLDED JOINT MATERIAL SHALL BE PLACED AROUND FIRE HYDRANTS, POLES, METER BOXES AND OTHER OBSTRUCTIONS AND ALONG WALLS OR STRUCTURE IN PAVED AREAS. EXPANSION JOINTS SHALL ALSO BE PLACED AT THE BEGINNING AND THE END OF EACH CL ON EACH SIDE OF STRUCTURES, DROP CURB DRIVFWAYS AND CURB RAMPS, BETWEEN SIDEWALK AND BACK 01 MEN POURED SEPARATELY, AND AT OTHER LOCA'aONS AS bIRECTED BY THE ENGINEER. FULL EXPANSION At JOINTS SHALL GENERALLY BE PLACED TO MATCH 'HOSE PLI,CED IN ADJACENT CURB WITH A MAXIMUM .SPACING OF 20 FEET 5. CONTRACTION JOINTS (DUMM Y JOINTS) CONSISTING, OF 318- , 2- OF PREMOLDED JOINT MATERIAL SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10 I`EET. MIEN SIDEWALKS ARE PLACED BY SL -FORMING, A STRIP OF 318- 7HICK AND UP TO FULL DEPTH MAY BE USED. CON7RAC77ON JOINTS (DUMMY JOINTS) IN SIDEWALKS SHALL BE LOCATED SO AS TO MATCH THE JOINTS IN THE CURB WHETHER SIDEWALK IS ADJACENT TO CURB OR SEPARATED BY A PLAN77NG STRIP. JOINT SEALANTS FOO SAWED CONSTRUC77ON JOINTS SHALL MEET THE REQUIREMENTS OF SEC77ON 9-04.2 OF THE WS0071APWA SPECIFICA77ONS. 6. ALL JOINTS SHALL BE CLEAN AND EDGED. 7. CEMENT CONCRETE SIDEWALKS SHALL BE A MINIMUM OF 4 INCHES THICK EXCEPT IN DRIVEWAY AREAS NIERE A MINIMUM OF 6 INCHES IS REQU IRED. 8. THE KIDTH OF SIDEWALK SHALL BE 4 FEET. Mm= 9. SCORE MARKS, 114" DEEP, ARE TO BE PLACED ON 5 FOOT CENTERS, AND TO CORRESPOND TO THE MARKINGS IN EXIS71NG SIDEWALKS. MIEN THE SIDEWALK MOTH EXCEEDS 6 FEET, A LONGITUDINAL SCORE AT THE CENTER OF THE SIDEWALK SHALL BE PROVID ED. 10. AD017IONAL WDTH TO MAINTAIN A MINIMUM OF 5 FEE I Ur ULEAR SIDEWALK SHALL BE PROWDED KVEN OBSIRUC77ONS SUCH AS U71LITIES EXIST. 11. FINISH SHALL BE A LIGHT BROOM FINISH. 12 6 INCH COMPACTED DEPTH OF GRAVEL BORROW 01? EQUIVAL '�k 1A V /a/ PA ,H EArK' ST SW �Ll Z 201ST PL 'It W1 _§� - "cc 7H PL 200TH ST sw ft I SITE VICINITY MAP SCALE 1" = 2000' k �Lj 50 2f MIN. -2.0% 7 < LEGEND 0- SET 518-x 24' RERAPICAP V 16906 (DATE) 0 FOUND REBARICAP OR I.P. (IRON PIPE) (DATE) (& FOUND MONUMENTICASE (DATE) 0 SANITARY MiER MANHOLE E CENTERUNE CLF CHAIN LINK FENCE U- PROPERTY LINE M i - X Of p FENCEUNE ----------- BUILDING SMACK LINE (BSOL) SS - SEWER LINE �744 1 > LEGAL DESCWIYON EXPANSION JOINTS FARCEL A., THE SOUTH 160 FEET OF THE WEST HALF OF THE (CENTER JOINT REQUIRED NORTHWEST QUARTER OF THE NORTHWEST QUARTER� OF THE ON ALL DRIVEWAYS GREATER SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECT70N 19, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH THAN 10'IN MOTH) COUNTY, WASHINGTON; Is, EXCEPT THE SOUTH 20 FEET THEREOF, AND EXCEPT THE WEST 30 FEET THEREOF CONVEYED TO SNOHOMISH COUNTY BY DEED RECORDED AUGUST 17, 1964 UNDER AUDITORS FILE NO. 1,354418. PARCEL &. AN EASEMENT FOR INGRESS AND EGRESS AS ... .. DISCLOSED BY E4SEMENT RECORDED UNDER AUDITOR'S FILE NO. It1719359, BEING A PORTION OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 27 NOTE PREMOLDED NORTH, RANGE 4 EAST, W.M. I FINISHED DRIVEWAY SURFACE SHALL BE BROOMED JOINT MA SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF LONGITUDINALLY (PARALLEL TO THE CURB). WASHINGTON. FINISHED SIDEWALK SURFACES SHALL BE BROOA:.D TRANSVERSELY (PERPENDICULAR TO THE CURB).; PREMOLDED JOINT NOMS MA TERIAL 1.) THE SETBACKS WHICH HAVE BEEN MODIFIED THROUGH THIS BACK OF SIDEWALK 4* Ci- "B" CONCRETE APPLICA77ON AND MICH ARE SHOWN ON THIS PLAT MAP ARE VESTED KITH THE RECORDING. THE REMAINING SETBACKS WHICH WERE NOT 518* MODIFIED WITH THE APPROVAL OF THIS SUBDIWSION ARE SHOWN FOR I Z-1 REFERENCE ONLY AND VEST NO RIGHT. 0.52J 2) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND 6* CL. *B" CONC?ETE TO ANY UNNAMED THIRD PAR77ES KITHOUT EXPRESS, RECERT7nCA77ON BY SECTON A -A THE LAND SURVEYOR. NOT TO SCALE J.) BOUNDARY LINES SHOVW AND CORNERS SET REPRESENT DEED LOCAVONS, OWNERSHIP LINES MAY VARY. NO GUARANTEE OF OWNERSHIP CEM ENT CONCRETE t)RIVEWA Y p IS EXPRESSED OR IMPLIED. NCT TO SCALE /Pw SITE ADDRESS: 22408 98TH PL. W. 2 f-yA a JEDMONDS, WA., �98020 F7T7RES 11 /5/200 1 SHORT SUBDIVISION NO. S-0-1,03 CITY OF EDMA%S SIDEWALK FRO E'IMPROVEM9NT PMN (425) .356-2700 CHUCOK WA RNER LAND USE CONSULTANTS SW 114, NE 114, SEC.36, T.28N., R.5E., W.M. DRAWN BY DA TE REV. BY DATE PROJECT MANAGER SCALE R VL 0713010, — — — D. L. BRESKE 1 " = 10' CIVIL ENG INEERS e LAND SURVEYORS DRAWING FILE NAME CHK. BY F,11, NO. JOB NO. SH T. N *** 13000 HWY 1 99 SOUTH * EVERETT * WA * 98204 *** 97049SDW.DWG 1_ DLB I 347 197-049-A 11 o