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222 DAYTON ST.PDF1111111111 lill 10807 222 DAYTON ST ro I 2z2- TAX ACCOUNT/PARCEL NUMBER: -7 03Z 3'bb 40q 360 BUILDING PERMIT (NEW STRUCTURE): I q,9 00 COVENANTS (RECORDED) CRITICAL AREAS:.Q �L-1 4� DETERMINATION: [] Conditional Waiver F] Study Required 4 Waiver DISCRETIONARY PERMIT #'S: 41 DRAINAGE PLAN DATED: lils lqb PARKING AGREEMENTS DA EASEMENT(S) RECORDED FOR: f two PERMITS (OTHER): 1154 Q'q I D mm Un 1=0 M11 ag,�,6nq PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE SHORT PLAT FILE: SIDE SEWER AS BUILT DATED:- it, SIDE SEWER PERMIT(S) #: IQ GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DA LID #: LOT: BLOCK: 7-11,6wo- o '. �e IF I (Q LATEMP\DSrs\Fonns\Street File Checklist.doc USE CITY OF EDMONDS PERMIT ZONE NJMBEFI CONSTRUCTION PERMIT APPLICATION OWNER NAMEINAME OF BUSINESS JOB ADDRESS �,_');IY70N Y- V IV& o LEGAL DESCAIPTJOi4_5�TIECKI MAILI.G ADDRESS SUBDIVISION NO, 710 NO-- � 0 7A C"�0/0 _____7TE-.EPHOJ,IE 1,57 17 NUMBER PUBLIC RIGHT OF WAY PEA OFFICIAL STREET MAP. 7 APPROVED EXISTING --- �0 REOUIREO DEDICATION MP BY PROTPOSEO!:� /)7^1 RIGHT OF WAY CONSTRUCTION PERMIT RCOUIREDA STREET USE PERMIT AEOUIREO JADDRIESS. __TTELEPHONE NUMBER CITY SEE ENGINFERINO MEM:: DATE,, RE Z REMARKS ADDAESS 0 I 0 9 76 2/0/L METE 3U1LOING7,PIj SIZE UNITS 2 7� 11LEPHONE HUMRIR fir 2 1—TURE M STATE LICENSE NUMBER R,rkv Aqr1>b 11111vflv�l ) 02 1" SIGN AREA Le a, Description Of Property - inblude all easel ALLOWED Pll,�POSED ENV,. EVIEW COMPLETE EXEMPT ADS NO. t — 9 Z (A. below or attach two copies) SHORELINE# VARIANCE OR Cup PLANNING REVIEW DATE SETBACKS — FEE' HEIGH� FRONT LO SIDE REAR REMARKS AVE?, ct/G&`Ct. NEW RESIDENTIAL L_J PLUMBING El �DDIALTIER El COMMERCIAL . MECHANICAL' At -go REPAIR APT SLOG. SIGN 469F 0 EXCAVATE E] FENCE DEMOLISH OR FILL L—.—FT) CHECKED BY 7Za3� IY11 01 CONSTRUCTIC" CODE '0, C PORT GA E SVvIM REMODEL E] ARAG I L SPECIAL INSPECTOR AREA =UPj �_COpA.T WOOD SETO E RETAINING WALIJ IN ERTV I I A ECTUIRED DYE -.1 S V 0 Do U7PANCY IL 'I OAD, ROCKERY RiNEW41- HEMARKS PROGRESS INSPEC-60N'S PER UBC 305 NUMBER 10 OF STOR.ES NUMBER OF M ELLI'!G _3 4"L NATURE UNITS OF WO_' .K TO 'TTACH P- .0 ED. &14.q VALUATION, FEE A& PLAN CHECK FEE BUILDING PLUMBINC 1"M- ZX0177' MEC14ANICAL /w, 1,-xm i ri This Pe rmit covers Work to be done an private Property ONLY. Any Construction GRADING'FILL on the public domain (Curbs. sidewPiks, Permit driveways, Marquees, etc.) will require separate permission. Application: STATE SURCHARGE _0 180 Days 0, Permit Limit. 1 Year - Provided Work is Started Within 180 Days ENERGY CODE "Applicant. on behalf of his or her Spouse. heirs, assigns and o Successors harmless in interest. agrees to indemnify, defend and hold the City of Edmonds. Washington, its officials. 5 employees, and agents from any and al, Claims for damages of Whatever nature, arising directly or from -------- indirectly the issuance . x of thi S permit. Issuance of this permit shelf not be deemed to PLAN CHECK DEPOSIT 5 modify, waive or reduce any reouirement of any city or . nor IT dinanCe mit I � any way the City's ability to enforce anj o roinance Provision. TOTAL AMOUNT DUE knowledge that I have read this application: that the information given is COT ect and th.t I am the Owner. or the duly ATTENTION APPLICATION APPROVAL It 0 authorized agen I the'o%v�er. I agree to comply with city and state laws regulating Construction; and in doing the work authori So thereby, no person will be employed in violation the Lab Z. TH;S PERMIT AUTHORIZES This application is not a permit unt of te or CodeoftheSta of Wash inoton rAlat inn in Workmen's Compensa- ONLY THE signed by the 80ding Official or hi WORK NOTED Deputy; and 'sea a;e paid. and receipt Is SIZ acknowledC linspacep I SPECTIOu E "GIIED DEFART.ENT OF CITY OF WZ' IGNATURE //-,2,Z EDMONDS ATTENTION &_ . 771-3202 DA E IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE 3 UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UPC: ORIGINAL — File YELLOW Inspe ctor.. CHAPTER 3. 102-87 6- ., PINK — Owner GOLD — Assesso 1,74 - ��,) - 11 149 ft Ofritical Areas Checklist Site Information 2 2- T Port of Edmonds North Marine Project Name: 13reakwater Revair Permit Number: ondsA_( _)_�Property Tax Account Number: Site Location: PorNf CE01 IV LA ,ql "0'qL1M1'1 �I/A Approximate Site Size (acres or square feet): 6, 000 square f eet Have you filled out a Critical Areas Checklist for a project on this site before? No General Site Conditions 1. Has the site been cleared or logged? No Date of most recent action: Soils / Topography 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? 3. Describe the general site topography. Check all that apply. Flat: less than 5 feet elevation change over entire site. N/A 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% ( avertical rise of 10 feet of horizontal distance.) Steep: grades of greater than 30% present on site. Comments All work would occur in the waters of Puget Sound Hydrology/Vegetation 4. Site contains areas of year-round standing water: Yes 5. Site contains areas of seasonal standing water: -Approx. Depth: 6. Site is in the floodway floodplain of a water course. 7. Site contains a creek or an area where water flows across the grounds surface? flows are year-round? Flows are seasonal? 8. Site is primarily: forested _; meadow shrubs ;rnixed 9. Obvious wetland is present on site: 10. Wetland inventory or map indicates wetland present on site: Site is located in Puget Sound 11. Critical Areas inventory or map indicates any Critical Area on site: No Rev U27/92 a 40 Aa- 4Y 90 -19, City of Edmonds 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 developme,Dt 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). Rf,C IVED jut A 7 1992 140WAr. OWT. An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information or 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: Applicant Representative: Bill Stevens/Port of Edmonds jack Cox/CH2M HILL Name Name Port Manager Title 336 Admiral Way Street Address Edmonds, WA 98020 774-0549 City, State, ZIP Phone 7/14/92 Signature Date Project Manager Title 777 - 108th Avenue N. E. Street Address Bellevue, WA 98004 453-5000 City, State, ZIP Phone 7/14/92 Signature J44k C"() Date APPLICATION for The City of Edmonds SMESEWERPMMT EASEMENT No . .......................................... NEW CONSTRUCTION E] REPAIRS 0 10 L--- agp7roo OVVNER..... .................. ----------------_----- CONTRACTOR .................................................................................................. PERbUT No . ...................... ADDRESS .... Daq4c)n.,5f ............................ ................ LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ 0 0 NAMEOF ADDITION ......................................................................... ......................................... I ...................... June.) A 7a Dye- Tesiv_ct of) 6qwe-r Approved: DATE................................................ By ...................................................................... .::J- 00 C) Ln CITY of EDIG*'N'DS Vi E S E W*'.E R �,E R "M I T-'� For Inspection Call 771-3202, PERMIT,NO. 08 16:4 Address of Construction: Property Legal Description (Include all easements): '3 Z3 27; 0 3 4 — 01:�/ Owner and/or Builder.TJ1n(44&D 4—wle_" Vnil QQ_ Contractor & License No-7inne_m0,)-214D19 Single Family Residence Multi -Family (No. of Units O=W�OND 'M C S Commercial (No. of fixture Units LTRE A IT _MT PLANT Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-555'5) before any excavation.) Cross other Private Property: No X Yes (If Yes, easement required, attach, legal description and county easement number.) 7- STREET FILE PLEASE READ THE ITE LISTED ON THE BACK APR 13'IWU gf2kce-a h . 1-11-13- �10 ,Ycertify that I have read and shall comply l'i'opf'S Date ith the items listed on the back. Permit Fee: lIssued By. J7 Trunk Charge: IDate Issued: -If—/3— e-10 Assessment Fee: Z/032, Receipt No.: Partial Inspection: Comments Date Initial Fina.1 Inspection Approved: 4ff!�� all Date I-nitial Rejected: Reason Date Initial PERMIT MUST BE POSTED ON JOB SITE White Copy - File Green Copy -"Inspector Blu f f Copy - Applicant The City of Edmonds Side Sewer Drawing NEW CONSTRUCTION 'OWNER --------------------------------------------------------------------------------------- JOB ADDRESS ------ --------------------- 0 is CIO PWW-0001-1 1/75 (REVA 1/78) il EASEMENT NO - ------------------------------- ------------ REPAIRS E] LID NO . .................. . ASMT. NO - ---------------- - CONTRACTOR ------ ----- VA — ---- N ------- -f — ----------------- PERMIT NO. � --- ------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------ ----------------------------------------------------------------------------------------------------------------------------------------------- --------------- NAME OF ADDITION ----------------------------------------------------------- cle it eto Approved: DATE -L;L--LQ -- - ---- �.a --------- B, 0 CITY OF EDMONDS LARRY S. NAUGHTEN toAYOR 250 - 5TH AVE. N. - EDMONDS, WA 98020 * (206) 771-3202 COMMUNITY SERVICES: PETER E. HAHN Q$ Public Works 9 Planning * Parks and Recreation Engineering DIRECTOR CERTIFIED MAIL April 4, 1991 STREET Jay Young 21010 - 76th Ave. W. Edmonds, WA 98026 RE: Problems with venting of your plumbing' fixtures 6L� -2 0- P Dear Resident: The City's sewer cleaning records show that the home at this address is experiencing problems with the venting of some of your plumbing fixtures when the City crew is conducting cleaning operations of the City sewer line in front of this address. The City's cleaning operation is essential for both you and your neighbors. It cleans debris in lines to prevent plugs, prevents corrosion and potential future collapse, and achieves a better flow characteristic in the public sewer lines. We need to do this often -- perhaps even 3 times a year -- in some critical areas. The City's cleaning operation typically involves the utilization of a high pressure water jet. The problem which occurs at the home is the result of a high pressure surge through your internal plumbing system. A properly constructed plumbing system is designed to easily vent this additional pressure without any visible impact at your residence. An undersized venting pipe (or not having enough vents) cannot handle the pressure surge, and the only release that's available is then through your toilet (or another fixture). The Uniform Plumbing Code typically requires a 211 vent, and further requires a separate vent for each plumbing fixture which is connected to the sewer (a toilet, a sink, a shower). Your home clearly does not have an adequate venting system (you either have a 1-1/411 vent, or not enough of them), and you therefore may continue to experience the pressure surges. The City does not have a choice as far as discharging its responsibility in cleaning the public sewer line. It is therefore up to you to take corrective measures as to how to properly vent your own plumbing system. The City has come up with two options that will remedy your problem: Option 1: Upgrade stack vents for toilets and other fixtures which are experiencing problems to required sizes. " Incorporated Augus! 1J. 1890 0 Sister Cities Internatipnal — Hekinan, Japan Page 2 Option 2: Install a clean -out outside of house per attached specifications. Enclose box so it can vent properly when excess pressure is put on house lines. This option would be the cheapest and simplest way of correcting this problem. At the same time, it would allow access to sanitary sewer lines if stoppage should occur. This vent clean -out would allow a place for backup in lines to go before entering your house and causing costly damage. The City would appreciate your expeditious cooperation in this matter. The City must continue proper maintenance of its sewer lines, but we obviously do not wish to see continued problems occurring on your property because of poorly designed vents. It is your responsibility to correct these deficiencies. We cannot keep notifying you each time we come out to clean the line. It's up to you to have a plumbing system that conforms to code. Option 2 is a relatively simple one to construct. Should you have any questions on these options, please call Everett Akau, Scott Highland or myself at 771-3202, extension 317 or 318. Sincerely, Ron Holland Water/Sewer Supervisor Enclosure SEWERVEN/TXTSEWER ?v c- (1k (ro A s VC4-�) ?V(- 19 5" -61�141-0 I X sno-t Pi bj C.4�p P ItC 3/,t S/ q I 0) VZ4 vv, r, To rnc4e,r %f)c-ny "\!\,I -V�VC -1-C, C-Nj Ll"PVC. 4cL4"cc*jc 1-6oW L zz CAI OQV cc jpV-1 Ll " C�, 44 p S-< %-f-Z pv( c- r- 0" t4 0 C-1 t) vot I TIn cv�6 4t c 4" ?VL 9�0� le_A P ,� 4zr v " C.A I 1. 1� Z U >4 0 U 0 F� >4 Z U 'CI,TYOF EDMONDS. COMNWNITY SERVICES DEPARTMENT RIGHT - OF - WAY CONSTRUCTION PERMIT I (c. . O�P,l ' IMmit No. 30 oop ? "J ,Issue Date A. e Owner: GTE NORTHWEST INCORPORATED B. do Contra . ctor: Name -alame 2312-OC WEST CASINO ROAD S REET FIL ailing Address flftin g�A T �ldress WA. 98204 City State Zip city State Zip WO#: 2100-2825090 M421.10 CONTACT: Carl Samuelson 488-1620 State LicenseNumber Telephone Number, 0 Address or Vici . nity of Construction: 222 Dayton ST.. Type of Work to be Don.. GTE to replace drop� and b rdwire (total diameter approx 2"), with 25x cable (diameter .57") and trasVfer facilities to new pole. Remove old-pol( PL §PHED SKETENub or Plat W o r k i n FeoSnEn e clEi on A, 9 W 0 Single Family 0 City Projects 0 Commercia;l, O-M614amily 0 utility Pavement Cut: ff Y ON' APPLICANT TO READ AND SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees'to hold the City of Edmonds' harmless from any injuries, damages, or claims of any kind or description whatsoever, forseen or unforseen, that may be made against the City of Edmonds, or any of its departments or employees, including or not limited to -the defense of any legal proceedings including defense costs, cour genos s,7,affd a?torhey9f6es b/reaso'enWJpf? ranting this permit. g THE CONTRACTOR IS -RESPONSIBLE FOR W0R,*MA4R-A.-A&,5'%&,URIALS FOR A PERIOD OF ONE YEAR,FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. Funds he Id from the Security Deposit (estimated restoration fee) will 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 applicant. 0 A 24 hour notice is required for inspec ' tion; Please call Public Works: 771-3202 * Work is to be inspected during progress and at completion. 'o Restoration to be in accordance,with City Code. • Street to be kept clean at all times. • Trafri� Control to be in accordance with City regulations. A All street -cut ditches must be patched with asphalt or City approved material prior to end of working day; no exceptions. I understand the above and th� this it must be available at the job site for inspection purposes at all times. Signature: -opera—tions Supervisor Date: 12-04-90 Owner or Contractor This Permit Must Be Posted at the Job Site For Inspection Purposes Call DIAL -DIG Prior To BeginningWork ISSUED BY: f5yy Time Authorized: Vo id after PEB —,d ays� Special Conditions: PERMIT FEE: -0� 3a - Security Deposit: Receipt No.: Fund I I I Fee: Amendments: Street Cut Dimensions: volc> PER"'T X NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE I. r-ng. uiv. juiy iya:) jr FIELD INSPECTION IRS, Rd I I I - Route cop' to Street Pe y Comments: I Diagram: CONTRACTOR CALLED FOR INSPECTION E-1 YES 0 NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July 1985 Cft Y. of EdmoAs Ap ph- afton Sketch- -----Acct. Code __sectio FiqtToco% M4 I RZ130M. ]Phone Nun*er— 400- 1 CIZ-0 &rE TO 94W, V45 .43 -11� , IR /. E (AppRoK. q op�) P/A. W, 6T-t� -ro J�.A vi3 &IM Vo 19LACIF- -;7,5x AW/At, C-A&CE" F,>/A,. .57 H ---- EOP DAY7-ot4 �5-r — 4 C- 4A-AA 0 /Yew Z2 Z Dk-�<ou pi, F DEC 1990 r, UPGEN Nc��6 0 -3 // y /V 0 CITY OF EDMONDS 250 - 5TH AVE. N. - EDMCNDS, V.'A 98020 - (206) 771 3202 COMMUNITY SERVICES: Public Works e Planning * Parks and Recreation * Engineering 8 go - 191) March 13, 1990 Pinneo & Michel 21010 - 76th Ave. W. Edmonds, WA. 98020 Re: 222 Dayton Triplex Project Gentlemen: LARRY S. NAUGHTEN MAYOR PETER E. HAHN Di;�ECTOR Our office was recently made aware of the sewer line from Pinkhams Pillow that bisects your building site at 222 Dayton Street. Evidently, years ago both properties were owned by the same person and they ran the sewer across your lot to reach the manhole on your west property line. In reconnecting this line, you have two options. If you don't have a problem with the line running under your parking area/building, you may relay it in the same location, but you need to use 6-inch cast iron pipe instead of plastic. If you would prefer, you could route the line around your building with plastic pipe if you have adequate pipe grade. It is my understanding from our Water/Sewer Division that there - is no sewer along the Dayton Street frontage of this lot, therefore, connection to the existing manhole is required. In any event, proper easements should be drawn up and executed for the line, wherever it ends up. Yours truly, k DAN SMITH Engineering Inspector DS/sdt 222DAYTN/TXTST530 C Alberts J\ 1. Incorporated August 11. 1890 * Siste:Cities International — Hekinan, Japan of CITY OF EDMONDS APPLICATION FOR ARCHITECTURAL DESIGN BOARD Do not use pencil on this form. DATE 6 // 11/8 q- FILE # A -DR - 71 - �51 SITE PENN—` SIGN EXHIBITS BUILDING ELEVATIONS i-� LANDSCAPE PLAN L,-- ENVIRONMENT DATA FEE RECT # PLAN MODIFICATIONS -TO FILE # HEARING DATE ?151B9 OWNER/REPRESENTATIVE PHONE ZW ADDRESS_,_�2/0/6 -ZIP CODE_,kPO;�-�-C? ARCHITECT/DESIGNER If I // Y o PHONE ADDRESS- ZIP CODE PROPERTY ADD RESS IX 15t x 7-0--y A-'Z7 ZONING LEGAL DESCRIPTION - PLANS SUBMITTED FOR APPROVAL: STREET FILE 1. Building Plans - 2. Sign Elevations Preliminary 4V Final Site Plan Y Landscape Plah x Elevations ly Site'Plan Landscape Plan EXISTING USE OF PROPERTY DESCRIPTION OF PROPOSAL /�T C"i lyee("u. APPROXIMATE DATE WORK WILL BEGIN ON PROJECT ESTIMATED TIME FOR COMPLETION OF WORK — RELEASE/HOLD HARMLESS AGREEMENTS: The undersigned applicant, his heirs and assigns, in consideration for the City processing the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages and/or claims for damages, including reasonable attorney fees, arising from any action or inaction of the City whenever such action or inaction is based in whole or in part upon false, misleading or incomplete information furnished by the applicant, his agents or employees. PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its permission for public officials —and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting attendant to this application. 447 APPADBI/PFORMS (Signature of cant) ADB Application Page 3 Property of: CITY OFtEDMONDS' ONDS NO �EW ADDITION RETIREMENT 0 STREET HLE ASS49 INFORMATION SHEET ASSET NO. 41�, 4 - ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION 2- 2, 2, ou�jtm ll�y� "t DEPT. NO. * * PURCHASE ORDER NO. PURCHASE ORDER DATE COST PROJECT NUMBERW Q�-Ts PROJECT COMPLETION DATE COST Sr B.A.R.S. ACCOUNT NO. 4H. 000 0 N. 39 St-, 60 ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY KDEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE DATE (VP) INITIAL DEPARTMENT FILE VERIFIED BY PROCESSED BATCH NO. AP 0 . . ....... . .. . ... District city of Edmonds Water Department TAP CARD DaM,.e .... ....... No. No .................. ...................... ........ Tap MeterSize ........ ....... ................. Size.-.4%4 .............. . y. Style ........... ..** ... . ....... . .... . ...... . Mfgrs. No.., ... / -------------------------- . ... . .......................... ... ......... ........... For. ......... ... ..... ..... .... . ... ............ ...... . ... ... . ............ . ................ ; ... ...... .................... .......................... I ... Blk. No. Lot No --------------- '4:4 Add . ........... ................................... Service L&ation ...... Meter Location -------------------------------------------- -- ------ ............................................................................ .............................. ......................... MakeTap ............................................................................. . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.... % Pressure------------------------------ lbs. Test .................. 7 ...................... SendBills to .......................... . ......................................... I ............. . ........ . .. ....... . .......... .. . ................... . ....... 7 .......... ............................ ........... ----------- ..... ...... *""*'* Date of W o rk ForeMan ...................................................................... . ... . ......... No ------------- *o ................ I ........... $ . ................................... Guar. Voucher , ,Remarks: ........................ .............. n .............................. .. .......... 7 .................. ................................. . ....... . .... ......................... ................................... ..................... ------- Bk ......... Stencl ..... Card. — `OUTGOING IndeL --------- Reg ....... Route I . - �: I --Route tk .......... Siencl .... Card. ..... . INCoMING. index ......... Reg ..... ROUTING Str, NEW SERVICE INSTALL-n-fION ADDRESS:— aA44n,' 5� iggJ7.-' DATE: DIAL A DIG # P.U.D. TELEPHONE CABfE T.V. n. FOREMAN GAS Wu whl", STORM SEWER OTHER -FUTURE SERVICE INSTI.: -YES BORE: CUT: C R E`W LOCK DATE: INITIAL: UNLOC DATE- �t/2 /90NITIAL: METER -SHOP ACCOUNT N UMBER: SUPPLIER: 'TREATMENT PLANT FOREMAN Is B L T FOREMAN INITIAL: DATE- - -rAD rADn km-ruiD C=r-r, qi,strict City'Of Edr—oinds —Water Depart m"Ment TAP CARD'� Readi.ng: Date /17D Meter Tap Size,.'r S i Z`e Mfgrs. No. 8tyle. _f3LAJS9-,, Purchaser: Serv. Add. QZ, Lot No. 131k*e No. Add. Residential: Other: Meter 'Location A PH I Ah) D P IUA Se'rvice* Material* Vrnppp Pressure I lbs. "Tesi Remarks.: 4SCo"am, MMTsgSila)o 7�tZ�-9,0 6& Dayton Str%eet 0 manho 1 e City of Edmonds Datum: B. M. : R on f ire hydrant SW corner 4th & Dayton St. Elev.= G1.35 I NOV 2 2 Pmv"1-11 rim sewer MH N 90000'00"E --- — --- N 900 00' 00"E int 60.00 36. 71� 98.00 zi 01 asphalt 0 01W co pavement as 0io Pa ,:10 0! 0 01 gutter utility P013 gutter w a \te rr concrete curb gutter m t e r, 7 A. 35.93y 38 44M C r) n C ln�,W;4 1 k ;a C� h Am T. L. 4-091 found r-ebar- jj 35. 69 Ifound Tpipe house # 2 37111 concrete retaining wall eA7 0 0 0 0 00 0 2 ae found rebar RECORDER'S CERTIFICATE Filed for record this_____day of_____ 1 98--at-----in book ---of --- - on page__ --at the request of Tom R e i s d o r f f . Mgr. Supt.of records KLIKEN-MANKEN. INC. 0 0) N /90* 00, I- . 00"Eig r, - I �ound rebar 60. 0C 41.14 68 �10 T. L. #4-092 i(e Legal Description h—; # 2 2 2 Y-F- 9r-7o Fc7m 1-si-h —(f o- G`r�t- 7,— Wli"s- Fi n g t o n 28.2 38.90- That portion of the SE 1/4 of the SE 1/4 of section 23, T.27 N., R.3 E., W.M., described as Pollows: asphElt drfve Beginning at the southwest corner of 3rd and Dayton; thence West 68 Peet to the point of beginning; thence South 75 feet; thence West 37.24 GO Peet; thence North 75 Peet; thence East 6 LEGEND feet to the point of beginning; W ------ ex. water line S ------ ex. sanitary sewer line concr-ete curb 0 ----- G ------ ex. gas line 0 0 ----- SD ----- ex. storm sewer 0 0': ----- P ------ ex. under ground power house #222 00 0 ----- T ------ ex. telephone 36.32 M ---- 100 ----- ex. contour line '3 6 CP .... 100 ..... Pr-oposed contour, line CB - catch basin gar -age garage MH - manhole 35.60 37.35 I .... 15.2-- -- PVC - plastic pipe CMP - corrugated metal pipe ---- 12---- T. L. 4-093 ^^AAAAAA^A^AAAA^A/ rockepy I garage . "'Pound r-ebar-) 60.00 900 00, 00"W1\r^^AA A". 62 deck 9.5 up X 49.62 T H I R D A V E. S. SURVEYOR'S CERTIFICATE This map correctly represents a surve� made by me or under my direction in conformance with the requirements of the S-urvey Recording Act. c or t If I c ate no. 17679 N 90*00'00"E Pound tack In 1 ... ... — --- — --- -- — --- 72.00 Assumed Bearings. SE 1/4, SE 1/4 C 0 N D 0. BOWN'DARY SURVEY f o r ROB M I CHEL 23-27-3 N 30 30 U) 0 Cf) 0 1-10 0 0 Ln! 0 010 io M > < d 26.00 COLUMBIA LAND SURVEYING a ENGINEERING 6605 228th St. S.W. PH 776-3935 MOUNTLAKE TERRACE, WA. 98043 SCALE lov DATE 6-23-89 JOB NO. 8972 SHEET 0 -P I / 4/ //-, e, -/) �"4 e S 0, V1 7 -,, -�/ 22- 2— ��,Xl 11-1ptp . !6T^r-F_- No 1 1. 14--sr:1, RMItAr-OR4.S0 fP_VF5FbF_P, r, 4 1 M P_ LJe 7V__ I �, r_- Q LTO -rwl;;;--r- e. WIPT--, 14 evA. CIAW WIAV, rbLil3m r V41R.17-_ -!wAr-r-_ woop , rr-r- - Z 1!vTAINSV PARK 1`6ROWN. F-�JF-NLY -z�PI-4-rS12 ARoUND 1 T r:!,ALt- - wo-rcH e -TAtcr- , rm \5 —;I -rAPF-F?- I-lLJLC4-f -rj4Ia-4jr;/",7 .40- V PO W N -To -ro r 0 r- r"06 -T We'� 140 W I M -b pefi� c-oN I r- t_1 Lj L,�i4 FL-^NTIWe-j d�,on_ Fbe-P M 1? All Cf'r:14 P_�LIRIAP AND rOL12 F3A4.rT0P V-.!.,,P—V t--ic-umc), -rO -SUPPOR-T -rP_r-_F_ 0 P- Rcc T N-kj_ PLIY� -1,0 'Gi T. Tl- N EDMONDS TRIPLEX PLANT SCHEDULE Symbol Common/Botanical Name: S.ize/Comments %%% Trees —Acercircinaturn/ 8-1 07multl-stem Vine Maple Acer platanoides/ 27full 'Norway Maple' Tsuga mertensiana/ 6-8' Mountain Hemlock Shrubs' Abelia grandilfora/ 5 gallon 'Edward Goucher' Buxus sempervirens/ 2 gallon 'Suffruticosa' Liriope spicata/ 1 gallon Creeping Lily Turf' Prunus laurocerasus/ 18-21 'Otto Luykeh' Rhododendron/ 24-30" 0—'Unique' Viburnum davidii/ 2 gallon David Viburnum Existing Rhododendron to be removed, heeled in, protected and replanted, as indicated on Planting Plan Arctostaphylos uva-ursi/ 4" pots/18" o.c'. 'Kinnikinnick' Lawn (sod) S`rATE OF WASHINGTON REGISTERED LMDSC"E4 _6, T. SHAWN PARSONS CMFICATE NO. 307 MLIL61+ AFZ�716 VIT HAPV FOIT_�, -I-APrf-_ 11UL4,11 rH16KN5/;tAi VOWH lb TO r OF% V4:10r + C�F-6UNVC4bitj041_._P_LAW-TI Nei. =71. =77 MLJLCH FtWI 0^1Lt- f-LANI-IN61 -�11, ITP, 1 `10 I'P- r Of`,M NAMIZ, AROUNP T^r F :r�oft- AWN't IF-& fO P 0 r P4f5VT MA�e;";j I 6-IALLct-4 61"A-rMP- .NTjF4Ci Acer platanoides/ 'Norway Maple' PLANTING NOTES: I CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF 6. CONTRACTOR SHALL BE RESPONSIBLE F . on PROVIDING THE QUANTITY OF WITH ALL OTHER SITE IMPROVEMENTS PRion TO STARTING LANDSCAPE PLANTS THAT ARE REPRESENTED BY SYMBO*LS_ON THE DRAWING. WOFK "r PROVIDED BY GENERAL 7.* SUBGRADE TO WITHIN 1/10TH FOO 2. CONTRACTOR SHALL USE CAUTION -WHILE EXCAVATING TO AVOID CONTRACTOR UNLESS OTHERWISE NOTED. DISTURBING ANY EXISTING UNDERGROUND UTILITIES. IF ACTIVE UTILITIES ARE ENCOUNTERED, CONTRACTOR IS TO PROMPTLY ADVISE 8. EXISTING ON SITE TOPSOIL TO BE USED FOR PLANTING BEDS. GENERAL CONTRACTOR AND OWNER. 3. CONTRACTOR SHALL MAINTAIN AND WATER PLANT MATERIAL U . NTIL 9. MINUMUM OF 2"IMPORTED 5WAY TOPSOIL IN DESIGNATED LAWN AREAS. OWNERS FINAL ACCEPTANCE IS RECEIVED IN WRITING. 10. MINIMUM 2"DEPTH BARK MULCH IN ALL PLANTING BEDS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC 11. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT QUANTITIES OF GROUNDCOVER AND PLANT MATERIAL UTILIZING FERTILIZER 4-2-2 PER MANUFACTURERS RECOMMENDATIONS. ON -CENTER SPACING FOR PLANTS AS SHOWN ON PLANT SCHEDULE AND MINIMUM PLANTING DISTANCES AS SPE . CIFIED BELOW. - 12. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARD FOR 5. . GROUNDCOVER SHALL BE PLANTED IN EQUAL LATERAL TRIANGULAR NURSERY STOCK, LATEST EDITION. SPACING PATTERN AT THE ON -CENTER DISTANCES AS SHOWN. WHERE GROUNDCOVER ABUTS CURBING, WALKWAYS, SIGNS OR POLES, MINIMUM PLANTING DISTANCE SHALL BE 12" FROM CENTER OF PLANT TO CURBING, WALKS, ETC. MINIMUM PLANTING DISTANCES SHALL BE 14' FROM CENTER OF ALL TREES. uva-ursi/ 'Kinnikinnick' 4" pots/18" 6.C. B 6 DAYTON AVENUE An 38 4�O --,c u'r b sid %m ewa q + drivq,, + >0 down Lawn (sod) Prunus laurocerasus/ C 'Buxus sempervirens/ + 'Otto Luyken' 'Suffruticosa' .2 gallon 18-21 T-4 -E;N.T A Existing Rhododendron to be removed, heeled in, protected and -replanted, as indicated on Planting Plan Liriope spicatall 'Creepinq Lily Turf' 1 gallon Ace r circinaturn/ Vine Maple 8-107mult! stem Rhododendron/ 'Unique' 24-30" k 6' cedar fen . c et 36' Line of' roof 4 overhange tw Residence (ttiplex)- I to : IN" /t 0" e M di: 10.00, a existing rock wall Viburnum davidii/ David Viburnum 2 gallon Abelia grandilfora/ 'Edward+ Goucher' 5 gallon 1 60.00" E� 11 �_ 11 - Tsuga mertensiarial- iTo 6 N rai n — Hemlock 6-8' _.00 6'- cedar fence 2 Z Z _112 3 Z 0 01 0 Z 0 A a W A re' ai4ing wall A > A > 9 NOV 2 4 '6'�cedar f 38 ence 10.00, 14 of I At SHE ET'+ T ITLE*. PLANTING PLAN NOTES,: LEGENDS & DETAILS 1) EVE1 LO PE It 2101076t6AVE.W. EDMONDS, WASHINGTON 98020�, Constructizin Real Estate / DevaioDment Off ice: 775-4480 PROJECT". TRIPLEX .222 DAYTON' AVENUE EDMONDSV* WASHINGTON Date, 8-11-89 ;_ Parkwood Green 12510 1281h AVENUE NE KI . RKLAND.WA 98034 (206)821.1922 Scale': jj8"=j"-o Di.By: F.W.B. Ck.By: Job No. /VW,D-s C-.1,06- '01 NOV AtA iA ,Elqll!ljr I,, � . , - MITE!? Liz� SECTION A -A J'=Zd-C)/l PROP. SECTION B-B * + D?,4\&Vq,'6%X CZN'TEfZ PROFILP- - 5AME * STREET FiLE T NOTE RA51A 00Q AINE.P, LocA-re:D IN 6,44PA&E- I . . -11k -" C�'( GRADIK�&: 98 : 7. 01 C-=37.2-0 MAMT�/Y � � //Y, MOiEL �Pojo YOUM67 DZAVVQ &e ROPwiit,,� v\/,&A4HE-lL- --'70 0 76'r" Ava W 775 - 4-480 + STRly-TVIZAL. -4 3RE67- HIA77 Z76 VwY,,�77r C.01,ITACt: Pr:FR!E&J -' RQF-�ItQ W. N\.r,.4F-L -775-4-44eo AFT-,,O\-- 4-tCO (6ox-75) 7 LOT CaVE-RAGF—E NjutllA5,M'l;?l ADS-71.-89 (9-6- 59) co 10-PrROPOSe-D. L)5a - r?,E'51r>F-AJTIAL�//\AUL,-riPLr-- F-XIS'rllY C,.. -IWF 112, C)CrU P,&,N CYOSE, 3'LJVINO UN ITS oqg la c)G-cUPAtQc*l-( c-DR-00? pl- I r:�UILPQO 7YPF- 114,; j"74-0 "'4110' -70TAL aulL-p N6 ARr-,,,\ 17. MANK I ?�,AUM .,OCC-U P 10. REWKED PAnJNO 5MA, W-5 6 PIROPOSF-, 6 ]9. C)0NAPL"Y WITH -.(q66 L) 6 PC, U f,,,& C, VVASH'lNeTow .5Tk-ra-..&JF. !z5x Cc A' 2ZI� DAV'TM r\j >crot� ST FEB 2.') 1990 PERMIT COUNTER .fULL #2.3Z ORM SaWSR .-'kA -77 1. cc 0 LL An ca Lu LA. z Z,) a. w Z:� L'j -I < cr- LLJ I-- .-r- . . uj M LA - CD LIJ N cn \Y-7.0 VE. --jDA r 7" rr—, - =t—. - T llb\ tilA C�c VQALY, mp IN )IAI lu f /, 7s- (—�, -R Mi V.EW, AY RFrAJNjN(-7-WA..- 0 FiZE��- T2/w