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200 DAYTON ST.PDF11111111111111 10867 200 DAYTON ST 0 TAX ACCOUNT/PARCEL NUMBER: 22T&Z20QLANjW BUILDING PERMIT (NEW STRUCTURE): / ?(R& 0.5 L?2 6ffi 6) COVENANTS (RECORDED) CRITICAL AREAS: 0 —11" — DETERMINATION: F] Conditional Waiver F] Study Requir ed e Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLA14NING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER T"CARD DATED: 91�51 11W .1)(e h oi OTHER: cl fAi I i- lies� LATEMP\DSrs\Fonns\Street File Chccklist.doc NEW SE,i,�10E IN',TAl.,l,ATf0N NEW�- SERVICE lNt5TALV,&TION AD DRESS: ADDRESS: -7Z DATE: ------------ DfAL -A DTGW DIAL A DIG# MP. U. 1). _U_D TELEPHONE TELEPHONE CABLE T. V. GAS l:oREMAN STORM SEWER OTHER FUTURE*SERVICE INSTL: YES SURCHARGE: YES CLOC CREW DATE: 7q INITIAL: , #A UNLOCK DATE: INITIAL: ACCOUNT NUMBER: 60 0 -,' 003 METER SHOP SUPPLIER: c9AAr CIVIL ENGR. TREATMENT PLANT. SIDE -SEWER PERMIT' DRAFTSMAN E B L T G/ # SUPERINTENDENT INITIAL: DATE: 7JP TAP CARD, I METER SHEET 1APPLICATION/ UTILITY CABLE T.V. GAS rOREMAN STORM SEWER OTHER YES FUTURE SERVICE INSTL: CNO CU BORE:. T) YES NO D AT 7 7 INITIAL: CREW M��_ WE -: 7'-/-77 INI IAL: dell — ACCOUNT NUMBER: 600-00970 METER SHOP SUPPLIER: ZFEA TREATMENT PLANT SIDE -SEWER PERMIT C VIL ENGR. DRAFTSMAN B L 'T # SUPERINTENDENT INITIAL: DATE: 7-1,� - 7 7 TAP CARD IMETER SHEETIAPPLICATION/ -1 0- A MOU . . ........ . .. City of Edmonds --- Water Department TAP CARD Meter ...... Size ........ I ....... 7 ............ Mfgrs. No ................................ * For................. . ......... Lot No ....................... Add. ............. * - * .... ..... Service Location Meter Location Date ........ . ...... ( No ....... rap I Size ................ . .................... Style.. ................. ........... 4 ....... J Blk. No. .................................... . ............. .................................. . ............... ........ . MakeTap .................................................................... . ........ .......... .................................................. . ................ . ................ . ....... . ....... . ...... �_. . ...... Pressure .............................. lbs. Test .................................... % Sendgills to .......................... . .... .............................................. . ........... . .. -- - -------- --------------- - ---- I -------------- Date of Work ................ n ............... .............. ................. ............................................. . .................... . ..... . . .... ........................... Foreman Guar. Voucher No.. .......... $ ........... . ...................... . ..... ,I: Remarks: ........................................................ . ................ . ................ . ............. . ..... ............. . .... . .. . ... District City of Edmonds --- Water Department TAP CARD 0000 0,00 0000too Date ..... ZA612,7 .............. Meter Tap Size ................. ........... Size. ..... ............ Mfgrs. No..5.80..3.G.J..] ........... Style..H.g.R.S.E..'I�_-MC For.... ..V� ...... . ..................................... ....... . ......... ............... .............. ... .................................................. .. .............. ................. ......................... — -- - - -------------- LotNo ........................................... Blk. No Add. .................................................. ................. .. Service Location ......................................... Meter Location . ...... ..... n ................... .......... ..... .... .... ... Gpo� ...... 34.. 40 - . - e _� ................. ..... MakeTap ................... . ............. ...................................................... ......... ................................................ 6 . . ................................................... . ........... .............. Pressure ...... ... 1.3 ........ lbs.. Test .................................... % SendBills to ........ .................. . ...................................... 6 .............. ........... .... ........................................... ......... .............................. Date of Work . ...... 7o..J.J.77 .................................................... .............................. ... I ... . ....................................... Foreman, Guar. Voucher No ......................................... $ ................................... . ..... Remarks: 9E .... 7::�.:I? eb-A-r- ... . ........................................................... . .... . ............ ............................. . ....... . ... . ............ .......................... .. STREET .... FILE . ...... . ........ ............. . .... . .. . ... District 6� City of Edmonds --- Water Department TAP CARD O$eO(Or.9 Date ..... 7./(./7.7 ............. No..aaao .... Meter Tap Size,� . V .............. Sim ..... ................ Mf9rs. No-580.2.G.I.) ........... Style..H.&R.,5.a..`_N4C For ... G . . ...... ............................................ ................. ........................................ ...... ...... ----------- ------- ................... " .............................. . 4 ......................................................... LotNo- ................. * ............ * ......... Blk. No ......... ................. . * ....... . .......... . .. Add. .................................................. . ....... . ....... . . ServiceLocation ............................................................ Meter Location ... . ....... . ... ..... . . ... * . .. .......... MakeTap ................... ............................................... . ....... . .......... . ............... ....................................... ;7 ...... . . ................ ; ................................... . ....... . ... . .. . .......... . .. Pressure ...... 1-1.3 ........ lbs.. Test .................................... % SendBiUs -to .......................... . .................................................... . .................. . ..... Date of - Work. �X_&-C_44 . . ...... . ........................................ Foreman .............................. Guar. Voucher No ......................................... $ .................................... . ..... Remarks: igf; e6-_Olr . ..... . ..... .............................. U? ......... . ....... . . . . ............ ........................ .... o-.vR'EE*T"'-.F .... It" E--* ........... " ------- ............. . .... . .. . ... District City of Edmonds --- Water Department TAP CARD 00 0 010 09evOC9 Date ..... 7-Aa/2-7 ---- — ----- No..?,Gbo .... Tap I No.j��.O-OFI'74' Meter I Size� ........... . .............. Size ....... ?..-* !x "s . ................ Mfgrs. No-S.80-3.G.J.-I ........... For... 6 ....... .. .. . C ek� 0-14"It . ........................................... . ................. Z'00 4� .......... .................................. . ...... . ..................................................... 7 ....... .................................................. . 4 .............. .......................................... . ..................... LotNo ........................................... Blk. No ......... . ................. ................ . Add. .................................................. . ....................................... ...... ..... . ............ ServiceLocation ....................................................... ---- ----------------------- Meter Location 4 -- -------- — ......... 'JAg .... . . ...... MakeTap ................... . ................................................ .................. . .................. ........................................ ...... a . . ................. I .................................. ........ . ... . ............. Pressure ...... A ... I - -� ........ lbs..'Test .................................... % SendBills to .......................... . .................................................. - ------------------------ Date of - Work. Foreman I Guar. Voucher No .......... ................ ............... $ ........................... ....... ...... Remarks: . .... ........... ............................ ST ...... ............ ............................. -EET'.'-"F" .... I ... L ..... E ------------- * ............ * 0 ............. . .... . .. . ... Diqt�ct Edmonds --- Water Department' TAP CARD Meter No ..... . .... I Size ... * ..... /.. - �—� ... Date ....... t5�a /�- 71� No.................. . ..................... Tap I'Size ..... ................. — .............. 7 ........................................................ ............. . ....... . ....... . ..... Lot No..... Blk. No ......... ....................... . ...... ............. Add. ........ ............ ........ Service Location ...................................................... .................. ... ........ . .. . .. ........ . ............................... 4� --- ------- ........ * ...... Meter Location ........... S;E� .................................. . . . ....... ................................................. .................................. ; .......................... . .................... MakeTap ............................................................ . ..... . . ................... . .......... . ................. .......................... w .................................. . ....... . ... Pressure-` ..... . .. . ........ lbs. Test ..................................... % SendBills to ......................... t .................................. . ................. .... . .... Date of Work ..... '7-.—.. Guar. Voucher No ........................................... $ .................. . ............ ... . ..... Remarks: 11 - ---- - --- -.-Distdct C— City of Edmonds --- Water Depaitment 7 RT TAP CARD Date ..... !Z:!�LPJ .............. No. §��-57-3 .................. No ......................................... Meter it Tap I Size.. ...... �2� ........... w. . ... I . I Size ....................................... -.i Mfgrs. For .... C20d W. ....................................... .......................... ................. ...... ........................... LotNo ........ * ............... * ......... **'*'*'* Blk. No .......... ......................................... Add. ................................................... . ....... . ........ . ............ .. Service Location ....... e�.Q ....... .......................... w ......................... ....... ................. ......... Meter Location ........... . ...... Make Tap Pressure .................... ......... lbs. Test .......................... . .... Send Bills to .......... 1� . . ........ .... ------ Date of Work .................... ......... ...... Foreman Guar. Voucher No ........................... . ............. $ ......................... .......... . ..... Remarks: ... O-CLP .. . .... .... . ........ .................................. ....... . ................ ... . ............. . . ...... .... ................................. ......... ............... . ... . . . .......... -Bk-----StencA ------- Ca 7.7, 00 N KROLL, MAP NO.: PERMIT P08TED 0 V4 DEPARTM BUILDiNG E N T . Applicant FLU Num"" 66 Inside Hen% - PERMIT -APPLICATION y Lines JOB ADDREHS 4- -7 0 117 NAMLE (OR NAME OF BU D -E -r �rACK REAR YARD BETBACK YARD SvrRACK sTREL s Ed 0 0 L Q /J O/S I REBS I z -UNE- -ZON- SITE E I LOT AREA VAC x +1 TEII "110 1:i�--j"-E NUM.- . o,: S /6 CITY 3- C. I, -0, AREA F-- c PLOT PLA P" CVED I/V DXFIC1ENCy THIS PROPERTY CO.P. Z7 R//�Wl I. ---PT 05 REMARKS z NAME J� CKED BY z -A ADEME64 CLOIRA-110E IC I CRE U METIWL SIZE SICH S= CITY Cd NUMBER 8 STATE LICENSE NUMBER CITY CENSE NU'-tBIH '.YPE CONNECTION Legal L-Mptl0a Fr-lwltY (hi- Beirw or Attach Your cople-) PERC. TEST 1P Id REMARK I= ZONE TYPE OF CONSTRUCTION STREST IMPFRO SPECIAL INSPECTOR KEWU NO e UPANCY GROUP 0 YES 'o PLAN C Z -K IMCKE q RESIDENT3AL ok"'. RE"'- EMOLISH WALL F NCE AL.ER EXCAVATE OR FILL 4, M REPAIR E] PnE 1. ovE POOL INTL, -- EJ "W13" NUMBER OF 8TORIES Nu- .1 UNITS FA�rUftl` OF WORK TO BE DUNZ V.1-tion Pea Rseelpt'No.- iz 0 Plan Cheeik No ............... BUILDING PLOT �N (Iholiate Bul-og e .... PLUMBING ITEAT GAS LJNE SIGN R ETAINING WALL SWIMMING POOL C, DEMOLITION PRE -MOVE INSPECTION E AVATION OR FILL L XC 0 TOTAL AMOUN'T DUE x I ninny neknowledge that I h-e- lead this -PPIIia"0n: that th to- fornation Ll- IS -t: and that I sin the owner, or the duly 9- lied a I tne owner. I agree to -ply wIth Ity and tcte laws "Cu- APPLICATION APPROVAL "ll, ATTVNTION' -tructIon; amd In doRig the work authartzed thereby, no person ployed in tolstion of the Labor Code Of the State Of Washington, wLII be e TILLS PERMIT This applicaUx s not a perinit'until relating rkins.'. C.-W-P-tio- I--- AUTRORILZES signed by the Building Official or his Dep- ONLY THE NOTE: Permit Limit one Year (Ept DEMOLITIONS whIch WORK NOTZD uty; and fees are paid, and receipt is Ito shall be CoinPleted in rdnety day,: MOVED -IN BUILDINGS hall be icnowledged in space provided. INSoECTION 0 GNAT RE N., OR AGENT DATE a G xu DIR DEPARTMENT f! C DATE ED310-NDS NOTE: Applicant Subject to Plan Check Fee PR 6.1107 L 0 This F1MIt eo,ersl.ork to be done PrIlalti P-11tY 0N`I-`:- I . FILE Any et he public dornl. (tarb,, .1d,w.Jkl. drl,-.Yl, .�A , er.) .111 Moll- eparat� �7 0 .. 0 Critical Areas Checklist Site Information Project Name- 6 LCc Permit Number 7�=C=5 cx�.q t: \ \ 5 1-Z.1 Site Location: RMEA Propert er: y Tax Account Numb Approximate Site Size (acres or square feet): Have you filled out a Critical Areas Checklist for a project on this site before? e---A a General Site Conditions 1. Has the i ite been cleared or logged? Date of most recent action: I 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. 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 300/,o ( a vertical rise of 10 feet of horizontal distance.) STREET FILE Steep: grades of greAter than 30% present on site. Comments Hydrology/Vegetation 4. Site contains areas of year-round standing water: 5. Site contains areas of seasonal standing water: e--) --Approx. Depth: 6. Site is in the floodway r-)c.% floodplain K-1 o of a water course. 7. Site contains a creek or an area where water flows across the grounds surface? j—LA,_flows- areyear-round? no Flows are seasonal? 8. Site,is primarily:_ forested meadow. shrubs' mixed 9. Obvious wetland is present on site: 10. Wetland inventory or map indicates wetiand present on site: r-) eN 11. Critical Areas inventory or map indicates any Cnitical Area on site: F-or-City.Use Only Rev Y27/92 9 9 City of Edmonds Critical Areas Checkli . st The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are or may be present on the subject property. Tlie. information needed to completelthe. Checidist should be easily a 'lable ftom observations of the site or val data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant� or his/her representative, must fill out the chccklist� sign and date it, and submit it to the City. The City will review the chccldist, make a precursory site visk 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 delail that City staff can find and identify the subject Pa=l(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: NWairn e Title treet Address City ZIP Ph-one (2 Signature Date Applicant Representative: Narne Title Street Address City, State, ZIP Phone Signature Date PIONEER NATIONAL TITLE INSURANCE JULY 310 1978 LIMITED LIABILITY REPORT F-2 12 97 3 UN I'T 1 CITY OF EDMONDS 200 DAYTON STREET EDMONDSO WASH. 98020 ATTN: DARBIE GENTLEMEN: DATE: JULY 28, 1978 AT 9:00 A.M. THIS IS A REPORT AS OF THE DATE ABOVEO SHOWING THE RECORD TITLE IS VESTED IN JOHN ROBERT KALLSTROMO ALSO KNOWN AS J0 R.. KALLSTROMO AND MABLE N. KALLSTROMO ALSO KNOWN AS MABLE KALLSTROM.,-- HIS WIFE. COVERING THE FOLLOWING PROPERTY: THE SOUTH 198 FEET OF THE EAST 168 FEET OF THE WEST 440 FEET OF TRACT 21.. PUGET SOUND MACHINERY DEPOT FIVE ACRE TRACTS.. ACCORDING TO PLAT THEREOF RECORDED IN VOLUME 5 OF PLATSO PAGE 470 RECORDS OF SNOHOMISH COUNTYO WASHINGTON; EXCEPT THEREFROM THE NORTH 40 FEET OF THE SOUTH 198 FEET OF THE EAST 138 FEET OF THE WEST 410 FEET OF SAID TRACT 21. SUBJECT TO: 1 'LAST HALF GENERAL TAXES FOR 1978 IN THE AMOUNT OF $401.66. FFECIIS rVKIIUN Or SAID PREMISES&.., .(TAX ACCOUNT NO. 5489-000-021-0301-) LAST HALF GENERAL TAXES FOR 1978 'IN THE AMOUNT OF ID PREMISES.) (AFFECTS PORTION OF SA (TAX ACCOUNT NO. 5489-000-621-0608.) LAST HALF GENERAL TAXES FOR 1978 IN THE AMOUNT OF (AFFECTS PORTION OF SAID PREMISES.) 509.) ,,.(TAX ACCOUNT NO- 5489-000-02 1-0 .-2 1% EXCISE TAX.. IF UNPAID. $5.78. $5.78.1 3. FOR ADDITIONAL EASEMENTSO COVENANTSO RESTRICTIONS AND RESERVATIONSO SEE EXHIBIT B AS ATTACHED HERETO. (CONTINUED) SNOHOMISH COUNTY OFFICE p ionee, National Title dolby'arid Pacific'" P.O. Box 750 Everett, Washington 98206 6 rea 206 743 3 21 P4N e 0 F-212973 PAGE 2 THIS REPORT IS RESTRICTED TO THE USE OF THE ADDRESSEEO AND IS NOT TO BE USED AS A BASIS FOR CLOSING ANY TRANSACTION AFFECTING TITLE TO SAID PROPERTY. LIABILITY OF THE COMPANY 15 LIMITED TO THE COMPENSATION RECEIVED THEREFOR. PIONEER NATIONAL TITLE INSURANCE COMPANY SNOHOMISH COUNTY OFFICE 71 .,4� AUTHORIZED SIGNATORY CHARGE: $75.00 SALES TAX 3.83 MS/JG 9 6 F-2 12 97 3 EXHIBIT B 1. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE. PURPOSES STATED HEREIN, AND INCIDENTAL PURPOSES. FOR MAINTAIN ROAD AND PUBLIC UTILITIES RECORDED JUNE 150 1946 AUDITOR'S NO.: 815307 AFFECTS SOUTH 10 FEET OF THE WEST 400 FEET OF TRACT 21. 2. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED HEREIN, AND INCIDENTAL PURPOSES. FOR WATER LINE. RECORDED AUGUST 290 1951 AUDITOR'S NO.: 1002050 AFFECTS NORTHERLY PORTION OF EAST 110 FEET OF WEST 440 FEET OF TRACT 21. 3. AN EASEMENT AFFECTING THE PORTION OF SAID PREMISES AND FOR THE PURPOSES STATED HEREIN, AND INCIDENTAL PURPOSES. FOR INGRESSO EGRESS AND UTILITIES RECORDED 'JANUARY 50 1955 AUDITOR'S NO.: 1126223 AFFECTS SOUTH 10 FEET OF EAST 110 FEET OF WEST 440 FEET OF TRACT 21. "END OF EXHIBIT B" j, Zi, ;z:::::2(3 April 1, 1980 !OCIO TO: PLi NNING COMIIISSIOH Pk JVT FRM-1: DIGINEERING D �SIOIUPUBLIC UOIT'.S DEPARTMEN-2 S S IO_N_,T IEE'TT MG S 11, T� j E (7, COTTIFNIS FOR7P fT I C6', 7� —1) ff: .[-T7,9. 1 3,0- P, - 2 - 8 0 DOUCLAS MULVANNY (ALBERTSON STORE �454)-11803 Edmonds Wa County property (Countv "-one BC), when annexed, from CitV AS-12 to �itv B14. En(,ineering does not oppose this rezone. ST-3-80 BLUIIEE DEVELOPITENT CO. -(3) Fourplex units at03204-8210 242nd 7-)-t7r—eet: S.W. Amendment to official street r..,,ap for reduction of dead- end 242nd St. S.W. froi-,i 60' right-of-way to 40' right- of-way. Engineering.comments for A.D.B. Meeting of 1/2/30 are amended to eliminate 1.0 ft. dedication require- menL Eor official street Mp, sub ' -'ject to approval of' present action; and further that Engineering does' not ob iect to amendment of O.S.H. to change right-of-way on 249-nd St. from 60 ft. to /to ft. since- there is ade- quate provision for a turn -around at the West end of this right-of-way. S-T - It -3 0 CITY OF Action to amend official street map to decrease the 30th A1.7e. 14. "proposed" right-of-way between 196th St. S.W. and 188th St. from 60 ft.to 50 ft. EnRin-cering, recommends ipproval of this action since pr�po*sed and existin- development does not justify the additional 10 ft. 71,q'_P, _.T AN S , P . E Cif_-y Engineer PW / i f /' e I ,, " Attachment (1) P. WiiSon Dt ZA, th 3 1981 publishing company, inc,, ul -uoiic works Jim Adams -Engineer 200 Dayton St : - 7, Edmonds, WA 98020 Dear Jim, CARTOGRAPHERS Theresa Whelan Arrow Publishing Co.,Inc. 1020 Turnpike St Canton MA 02021 STFjEET ZILE Enclosed is our map of the Everett area which includes the City of Edmonds. PI feel free to make any necessary cor- rections and a.d&I ns. Thanking you in advance for your time and effort. 3 e Very truly yours, TW/ah Theresa Whelan R R W12 1020 Turnpike Street, Canton, Massachusetts 02021, Tel. 6171828-8013 CITY OF EDMONDS 200 DAYTON ST. - EDMONDS, WASHINGTON 98020 (206) 775-2525 Sipq Vt7l DEPARTMENT OF PUBLIC WORKS File 05.1.21 November 9, 1981 HARVE H. HARRISON MAYOR The Everett Herald WESTERN SUN EDITION P.O. Box 930 Everett, Washington 98206 Gentlemen: SUBJECT: PAINT STRIPER PURCHASE Enclosed you will find a LEGAL ADVERTISEMENT which we request.to,appear (one time only)'in the Western Sun.Edition. P ' lease run this legal advertisement on Friday, November'13, 1981. Please furnish Proof of publication and address it to: City of Edmonds Public lqorks,Depattment 200 Dayton Street Edmonds, Wa., 98020 Thank you for your cooperation in this matter STREIc Sincerely, R PDA J. MARCH Acting Supt. of Public Works gdl Enclosure . . . . . . . . . . . . . Bobby;p"Mills, ForemaTy. Dt. C- 1- 7- Y 0 �F �E D M 0 N D S INVITATION TO BID The City of Edmonds will open sealed bids on Tuesday, November 24, 1981 at 2:15 P.M. in the Council Chambers, 250 Fifth Avenue North, Edmonds Washington, for one.each Paint Striper. BID & CONTRACT DOCUMENTS may be obtained at the Public Works Department, 200 Dayton Street, Edmonds, Washington. Irene Varney Moran Edmonds City Clerk CITY. OF EDMONDS, PtJ�LJC WORKS-* 20J) DAYTON S"'REET ARTMENT E�DMONDS, WA 98020 775-2525 APPLICATION FOR STREET USE PERMIT Mailing..Addre Telephone NUIT Description of Public Place or Portion thereof desired to be used: (exhibit may be .attached) Type.of Use desired to be made of Public Place: If applicable, attach plans and specifications for any utility or structure to be erected and/or maintained on the Public Place: TEMPORARY PERMIT: Unless otherwise designated herein, this permit is understood by applicant to be wholly of a temporary nature, that it vests no permanent right whatsoever. If the permitted use becomes dangerous or such structure shall become insecure or unsafe, or shall not be constructed, maintained or used in accordance with the provisions of this title, the same may be revoked and the structure arid ohstructions ordered removed by order of the City Engineer. If this pplication is for a specified period of time, the terms of said application is: INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damilqrs or claims of any kind or descrip- tion whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Edmonds, or any of -its departments or employees, including but not limited to the defenSE of any legal proceedings illClUding defens(' costs, Court' costs, and attorney fees by reason of granting this permit. In addition, applicant understands' that the City shall be provided a certificate of '-insurance to indemnify and hold the City of Edmonds harmless from all claims and/or property damage, naming the City qf Edmonds (is an also insured. APPLICATION OF CHAPTER 6.40 OF THE EDMONDS CITY CODE: Applicant warrants that he has read, or had the opportunity to read, Chapter 6.40 7 -the-Fdmonds City Code, attached herewith, and understands that all terms of that Ordinance are incorporated herein as if set forth in full and this application and permit therefore are subject to the terms of that Chapter" of the Edmonds City Code. __ "rnXD �1 PP cant's=�nature STREET FILE 7ale 11/7/74 rev. .�-City-of-Edmonds ks Dept. Public 0 -APPtICATION FOR STREETtUSE PERMIT -- aLe 2. 'Approva4l' (and Agreement, if applicable) of Abutting Property Owners: Printed Name Address Date DO NOT WRITE BELOW THIS LINE (To be completed by Istuihg.-�gency) City Council Approval (Attach Minute Entry): Permit Fee: Annual Fee: due January 1, 19 Amenities Design Board Approval (if applicable) Attach Minute Entry:, Building Official Approval (if applicable): S71-g 11 a tu re Provision for Indemnity: ate Terms and Provision of Performance Bond, if applicable: (Reference 6.40-050 of applicable Ordinance) c�4 L4!Aa�� PERMIT AUTHORIZATION BY P.�q. DIRECTOR: ignature Date PERMIT NO.— DATJL�-- Remarks: 11/7/74 rev. �Mll INW --P-XOO* -/�Ka �- C, � EIVED MAR 241983 ENGINEERING K 'I STREET FILE Vo q1 Al? P-3 'CITY OF EDMONDS -- PUBLIC WORKS DEPARTMENT BACKFLOW DEVICE TEST REPORT 1 OF PREMISES- _cjr� op 5_mrj6x&p2 pL4t4T ,VICE ADDRESS ATION OF DEVICE r rams_4RA-mR 'ICE: Manufacturer Model Size �erial No. Vl PRESSURE AT TIME OF TEST LBS. SSURE DROP ACROSS FIRST CHECK VALVE LBS. STREET FILE CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL PRESSURE RELIEF VALVE ITIAL 1. LEAKED 0 1. LEAKED 0 1. OPENED AT 4 LBS. :ST 2. CLOSED TIGHT )A, 2. CLOSED TIGHT REDUCED PRESSURE 2. DID NOT OPEN 0 CLEANED 0 CLEANED 0 C L EXN E D ci REPLACED: REPLACED: REPLACED: DISC ------------- 0 DISC ------------- 0 DISC.UPPER ---------------------- Cl R SPRING -------- :--- 0 SPRING ----------- 0 DISC.LOWER ----------------------- 0 E GUIDE ------------- C3 - GUIDE ------------ 11 SPRING -------------- -------------- 0 P PIN RETAINER ----- 0 PIN RETAINER ----- 0. DIAPHRAGM, LARGE I li A HI'NGE PIN -------- 0 HINGE PIN-� ------- 0 UPPER ------------------------- Q I SEAT ------------ 11 SEAT ------------- 0 LOWER ------------------------- Ej R DIAPHRAGM ---------- 0 DIAPHRAGM-; ------- 0 DIAPHRAGM, SMALL S OTHER, DESCRIBE --'D OTHER, DESCRIBE --El UPPER ------------------------- 0 LOWER ---------------- 0 SPACER, LOWER OTHER, DESCRIBE .NAL OPENED AT LBS. .ST CLOSED TIGHT----- 14 . I W 0 —I! �_ CLOSED TIGHT ----- 411 1 0 REDU ED PRESSURE % IARKS: I ABOVE REPORT IS CERTIFIED TO BE TRUE: Ccs -7C 3 !.'TIAL TEST PERFORMED BY OF c17-y op rabi,76p-bs DATE' Z - 2- — 0#ED BY DATE 1TEST PERFORMED BY OF DATE CITY OF EDMONDS PUBLIC WORKS DEPARTMENT BACKFLOW DEVICE TEST REPORT iE OF PREMISES- C(i'y CC- —(r,4A_/)T" OAT- PLAN7 ��VICE ADDRESS 190 -D 1�-Y rV A S 7, .ATION OF DEVICE ICE: C_ LAY v,4 vr-,,- P, p r= - 10 Manufacturer Model Size Serial No. iE PRESSURE AT TIME OF TEST LBS. SSURE DROP ACROSS FIRST CHECK VALVE LBS. STREET FILE CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL PRESSURE RELIEF VALVE 7TIAL 1. LEAKED 0 1. LEAKED 0 1. OPENED AT 3, LBS. 2. CLOSED TIGHT �5,_2. CLOSED TIGHT REDUCED PRES ' SURE 2. DID NOT OPEN CD CLEANED 0 CLEANED 0 CLEANED REPLACED: REPLACED: REPLACED: DISC ---------- Cl DISC ------------- 0 DISC.UPPER ---------------------- 0 R SPRING ----------- C3 SPRING ----------- El DISC.LOWER ----------------------- 0 E GUIDE ------------ 0-- GUIDE ------------ 0 SPRING ------------- ------------ 0 p PIN RETAINER ----- 0 PIN RETAINER ----- C3. DIAPHRAGM, LARGE A HTNGE PIN -------- 0 HINGE PIN -------- 0 UPPER ------------------------- El I SEAT ------------ r-- 11 SEAT ------------- 11 LOWER ------------------------- Ej R DIAPHRAGM-.-------- -0 DIAPHRAGM- ------- [] DIAPHRAGM, SMALL I; S OTHER, DESCRIBE 0 ' OTHER, DESCRIBE -- 0 UPPER ------------------------- LOWER --------------- 0 SPACER, LOWER OTHER, DESCRIBE .NAL OPENED AT LBS. ST - CLOSED TIGHT----- '*, C1 CLOSED TIGHT ----- .44 F-1 REDUCED PRESSURE 1A�KS: ABOVE REPORT IS CERTIFIED TO BE TRUE: 6 S 76 3 1JIAL TEST PERFORMED OF DATE �!_2z-F71 ED BY DATE TEST PERFORMED BY OF -DATE NAME OF PREMISES SERVICE ADDR CITY OF EDMONDS -PUBLIC WORKS DEPARTMENT BACKFLOW DEVICE TEST REPORT r L-As"t'i 'T- LOCATION OF I DEVICE 6-1(�O BLD&. MAI M FLj�Q(Zl p0L___Ljnef2- Agr--A N6 .\fJ A, LA DEVICE: 14 FRP 1L I Serial No. Manufacturer Model Size LINE PRESSURE AT TIME OF TEST LBS. PRESSURE DROP ACROSS FIRST CHEC' K VALVE LBS. o STR&ET FILE CHECI(!,VALVE NO. V� CHECOVALVE NO. 2 DIFFERENTIAL PRESSURE RELIEF VALVE',, INITIAL 1. LEAKED El. 1. LEAKED' 13 1. OPENED AT 4j Q LBS. TEST 2. CLOSED TIGHT J4 2. 'CLOSED�TIGHT REDUCED PRESSURE 2. DID NOT OPEN 0, CLEANED El CLEANED D CLEANED 0 REPLACED: REPLACED: REPLACED: DISC ----------- El DISC - ------------ El DISC.UPPER ----------------------- 0 R SPRING 0� SPRING ----------- 0 DISC.LOWER ---------------------- 0 E GUIDE --.2 ---------- EJ t CUIDE -------- 0 SPRING ----------- w -------- ------- P .;".PIN RETAINER ----- 0 PIN RETAINER ----- 0 DIAPHRAGM, LARGE A HINGE PIN 0 HINGE PIN -------- El UPPER ----------------- --------- I SEAT ---------- El SEAT ------------- 11 LOWER ------------------------- E3 R DIAPHRAGM ---- 0:' DIAPHRAGM: --------- 0 DIAPHRAGM, SMALL S OTHtR,�bESCRIBE 13 OTHER Dt-SCRIBE UPPER ------------------------- 0 LOWER --------------- 0 SPACER, LOWER OTHER, DESCRIBE FINAL OPENED AT LBS TEST CLOSED TIGHT--- [T CLOSED TIGHT ----- 0 REDUCED PRESSURE REMARKS: THE ABOVE REPORT Ig C E R T PF I JE kTIO Y, PERFOIMED B OF- Cj—j�j ()(A PAT INITIAL TE� DATE-'� REPAIRED BY FINAL TEST PERFORMED,BY OF 'DATE 0. cfTY 0 . F�EDMONDS: STREET. q3 L COMMUNITY SERVICES DEPARTMENT TIL RIGHT- OF- WAY* CONSTRUCTION PERMIT Issue Date A. 9 Owner: GTF NORTHWEST' INCORPORATFT) B. Contractor: -Name Name .2312—OC WEST CASINO RQA� Mailing Address- Mailing Address §8204 EVERETT, WA, City State zip City State zip ATT9-. BARBARA TOLLEFSON, PERKIT COORDINATOR BARB 356-4-124 State License Numb& Telephone Number W.O.# 2100-3PQQM 242110 (2)1- cW�j),,rhis C. 9 Addre's r. Vicinity of Construction: 9 00 DAYTON ST_ EDMONDS ST- WEST OF 6TH AM Type of Work to be Done: '(1) PLACE 'AERTAL ENTRIINCE CABLE TO PUBLIC WORKS BLDG. LI (2) REPLACE 2 AERIAL CABLES WITH I NEW CABLE OF KE SIZE El Sub or Pla' Single Family D. 0 Work in Connection With: t E) El City Projects 0 Comffiercial. El Multifamily j] utility. E:'e Pavement Cut:�4 OY [0 N F. W Size of Cut: x 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, df Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, cour0costs; and attorney fees byireason of granting this permit.. WO THE CONTRACTOR IS RESPONSIBLE FOR RKMANSHI-P-AND ATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL INSPECTION XPZD ACCEPTANCE OF �THE WOR9_ Estimated restoration fees 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. • A 24 hour. notice is required for inspection; Please call Engineering: 77,1-3202 to • Work is to be inspected during progress and at completion. e Restoration to be in accordance With City Code. 9 Street to be kept clean at all. times. * Traffic Control to be in accordance with City regulations. 6 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 �tWTit le at the -job site. for inspection purposes at all times. Signature: BOB E x Date: 11-27-41 Owner or Contractor 'This Permit Must be Posted. at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning Work. APPROVED BY: Z Time Authorized; Void after WoRK 6�td ays. Special Conditions: TH05"L PM JIM ToM h1ffE HAhJ VFF,5AL AND n2- YVIL11160 U RELEASED B Date r W. NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE PERMIT FEE: 4' 'A Restoration Fee: Receipt No,: Fund I I I Fee: Street Cut Dimensions I INSPECTED BY Eng. Div. March 1989 FIELD INSPECTION OTES (Fund I I I Route copy to Street ljep�tf.) Comments: I ' Diagram: CONTRACTOR CALLED FOR INSPECTION El YES 0 NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. Jul: City of Ed Pmiift Application S GTRVV.O..# Z100,3MOL14V -ACCL Code IAOL 1, 10 Township V7 N Rgule 76S ____Secdoo SEZ-5 * SUJ?A- IfIsIdTochi CAICL.5AMVELSON hoUSNUMbst, 400-162D I k) ZOAJO,4,C�5 ("Q 1,577 SOO ?V a U C, aux-1 CA. DA. 1" z it N IE\d ek OIA-z 1.(&I, NEW O"PEEM00fiD n CAOLE ROLE NEW 677 DIA - CA L&SWED <0 ex 14-0.6 m 0 71 (- I -n/ 4A LL I I R-93% 11-27-91 02:43PM P003 #35 4M,- , 9 0 - 1 9 " City of hamoncts RIGHT-OF-WAY CONSTRUCTION FJ?tMIT 0 STREET Permit.Number: Issue Date: 4 A. Address or Vicinity of Construction: Admiral Way afd Dayton Street B. Type of Work (be specific): Expose ewisting, valve box that has been paved over C. Contractor: Washington NAtural Gas Company ..Mailing Address: 815 Mercer Street, State License #: Seattle, WA 98111 D. Building Permit # (if applicable): Contact: Frank Swan Phone: 224-2278 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. n Commercial El Subdivision El City Project 'FK] Utility (PUD,,GTE, WNG, CABLE, WATER) F] 'Multi -Family El Single Family Other INSPECTOR: INSPECTOR- R F. Pavement or Concrete Cut D Yes Z1No G. Size- of Cut: x H. Charge$ APPLICANT TO READAND SIGN . I , 1), C&ty of Edmonds harn4;lfr.) INDEMNITY. Applicant understands and by his signature to this application, ag e�s�rb�hold th in)u�irljlmages, or claims.'af any kind or description whatsoever, foreseen or unforeen, that maybe m e again�t the City of Edmonds, or any of its departments or.employ- ees, including or not limited to the defense of any legal proceedings including defense costs, and attorneyfees by reason ojgranting'lhi�s�et?nit. THE CONTRACTOR IS RESPONSIBLE FOR WOR13fANSHIP AND MA TERIALS)�OR��--RERIOD OF ONE YEAR FOLLf Wll��q THE FINAL INSPEC77ON 1 PM 'I AND ACCEPTANCE OF THE WORK EST7MA7ED RESTORA 77ON FEES WILL BE HELD RLTHEFINAL wmTcwis'�6&PLETED BY CITYFORCES, AT WHICH 77MEA DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THEAPPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineerin -Department- 771-3202. Work 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. I -have read the.above, statemen�ts�nderstqndjhe permit requirements and the pink copy of the permit will be available on site at all timesfor insEpp9n PU70's Signature: Date: June 18, 1992 (Contractor or Agent) CALL DIA1,A-DIG PRIOR TO BEGINNING WORK' ................. FOR CITY USE ONLY ........ ... ........ ... .. ..... .. ..... . ... .. ...... ... ........... .. . . . .... . .. ............... ........ . ....... .......... ::::::: �::�:APPROVED�B ...... ..... . .. �,:RIGHT, OF. W-AY: DEMSTT-.....� ......... . �.-.TM4E.AUTHORIZED:.V:OID AFTER.. :.DAYS . ..... DISRUP.TION.FEE/FVND..1.1.1.:... ..COMMENTS:.. .............RECEIPT . .......... ...... ...... . ......... ........... .......... I.. RK Engrg. Div. 1991 FIELD INSP TES (Fund I I I - Route copy to Street Dept.) ,comments: I Diagram: CONTRACTOR CALLED FOR INSPECTION 0 YES 0 NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. T 0 Na A vkevwVcn gy CoTcvw �Water main depth �'un)mown 2- -" gas main Addendum -to Citj of Edmonds Right of Way Permit Application Submitted by.,: ,.F.ngineering,Aide WashingtonVatural Gas 622-6767 x2761 pager 01'L-q- JLpftv E:Y�p0sr—__ Z%ey; -w- water -g- gas -ss-,sewer water -hydrant 815 Me= St. (P.O..Box 1869)..Seanle, WA 98111 (206) 622-6767 �_21 adjau4it to Bc,-zo"9 PLANNING OATA SIGNS (0 0 ()()Wvitowv1 Pla" SITE ADDRESS: ?eoo nauftnSty -ZONING P a-h- 113-n e/e DATE: 0_+j,,+j,-0-0ff; —PLAN CHK#:� NAME OF BUILDING. PERMIT APPLICANT: C-otm m db A-Y+P) r-c r -hm PROJECT DESCRIPTION: ADB FILE#: OR DATE WAIVED: PLANS MATCH APPROVED PLAN: -,-*** TOTAL/AREA--PER TYPE OF SIGN - F 41 0 " ffill elid & 11A j TOTAL Sign area Allowed. Matrix Area allowed Type of in Conditions, Allowed Per for this sign Zone? Met? Unit Unit sign .Example Wall, wl Yes, wl Yes I sq. ft.1 lin. '4 - I foot- 41 square Intemal cond. ft. o f attached feet Ilium. attached wall waft SIGN.1 HtMf W0111 00MCWA WAI SIGN 2 cyfftwoW watl 0/1 (VJCA aitAcMd WA I SIGN 3 MDAUMCM 5011 H wftl�� T19 (3roLkf ( 0 TOTAL SIGN AREA FOR SITE I TENANT: Maximum Allowed: Previous Total: Proposed Total: T, Fj .1 QArY'T .1.4 SIT6 113 IF >V K'rA 3 VIT yy�� M"t 54,4-16 61 1A1ibrary\p1anning\forms & handouts\staff reports\llplandat SIGN.doc L ------- SIGN HEIGHT: �Tsign'*Type,: ,'Maximum Allowed: VA d I�C Actual Height: Vign.Type: WAIL u ... Actual Hei ht: imijm Allowed: Im P Max.. U t pign Tj96: � WWYUMYLV� Maximum Allowe.d: I Actual �Height:A_- 1P 1P SIGN -LIGHTING: '01 8�ign Type: Lighting' Propose rW VXR-**l Allowed in this Zone; & SignType' Ligh in, Pfo�osed: ,nooa, ! 9 AlloWedin thislone: 9A3 C Sign Type: MUkj1AffWt Lighting Proposed: Allowed in this Zone: U":� U SIGN COLORS: Proposed: bifA' YN 1 2 LA, KP 11C- r F. OU, Acceptable? 4A,,f A>0 _R�quire's ADB Approval? %� SIGN LOCATION: Di, 14 4AA A (,r VN.-, . j-mn I I AVL4 o�*- I If Freestanding and 3 feet or oVer (unlels on a fencef meets setbacks?Ai"_00 Reouired Setbacks: 6eftg Pde: # Pea,: 2, 9 1 Q�)Front: 2oO Side: 2_0 5A r- =Y- Actual Setbacks:. Front: —Left Side: —Right Side: Rear: LANDSCAPING FOR FREESTANDING SIGNS: epf-x, of r.V 1, 3VI a(C4 Size: 17-P -61*,Qn arcA,x. 12�z �Ilatld Location: CRITICA EAS # (Freestanding Signs On ly): CA 9 1 0 0 1 aiver Meets CA requirements, REDUCED'SITE PLAN (8.5k11),,PRqVIDED FOR STREET FILE? 1�,,OTHER: �J. Plan Review By: C1 L4ArA J Of- v '60 .0bo ole,�Pmeont 6tarldard6 4vn d e, t,_4 f kc/ "P DY py"" _a)�au 1Ahbrary\p1anning\fon-ns & handouts\staff reports\Aptandat SIGN.doc 0.19" H 1.5" 1.5" View STREET FILE 3M Tomato Red 48.00" Kc TWOR'' C\j v ue -Ph2 A (f,'R tk e;v L" rle for, �/Y't�StC Specs: Numinum panel signs pointed with Urethane Point to match 3M Antique Whitevinyl Signs are 1.5' deep mounted to wall with aluminum angle cleat system. AJI lettering and graphics are 3M vinyl 3M Purple (trim), 3M Tomato Red, 3M Nimbus and 310 Oyster M Oyster Nimbus Grey -3M Purple \—.063 Aluminum sign cabinet Painted to Match 3M antique White It. (Note: Paint Matching may not be exact but it will be extremely clos J SUB -'Y'Copy AUG 17 2005 DEPARTMENT APPROVED BY PLANNING BUILDING ,--.21 h . I vl� CI-TY OF EDMONDS Customer approves: OColors OSpelling Olvlatedols oLocation Proofs are property of Russell Sign Company and may not be reproduced In anyway without 10 -Int from Russell Sign Company. AD Proofs are for presentation and client approval only. FtUS.SELL Artwork and designs are subjGct to a design fee. SION 4GC16 9, � 9 908th St SW Ste. H Lynnwood, WA 98036 425.775.7010 Fax 425.673.5508 Custo er: Art WORKS Notes: Address: PO. BOX 699 Edmond% WA 98020 Contact: DOdene MCLellont Client Approval: Date: Sales: D.R. Dvl,,, ner: Russell Landlord Approval: Date: Date: 5/31/05 Revision: 4/05 Iscale: 1.5'=I.0 0 0 0.191, H 1.5" 1.5" View 3M Tomato Red 48.00" E:-H,EAR,,SA L-ANI,Ntx�-- W06� erS, \—.063 Aluminum sign cabinet Painted to Match 3M antique . White (Note: Paint Matching may not be exact but it will be extremely close) Oyster Nimbus Grey -3M Purple Specs: Aluminum panel signs painted with Urethane Point to match 3M Antique White vinyl RESUB Signs are 1.5" deep mounted to wall with aluminum angle cleat system. AUG 17 2005 R-7 All lettering and graphics are 3M vinyl It 3M Purple (trim), 3M Tomato Red, 3M Nimbus and 3M Oyster BUILDING DEPARTMENT CITY OF EDMONDS Customerapprove OColors OSpeging Olviaterials [-]Location Proofs are property of Russell Sign Company and may not be reproduced In anyway without customer: ArtWOPKS Notes: nsent from Russell Sign Company. All Proofs are for presentation and client approval onty. Address: P.O. Box 699 Edmoncis, WA 98020 10 ACrotwork and designs are subject to a design fee. Contact: Dolene MCLellont RUS-%ELL Client Approval: Date: r.043" 40M Sales: D.R. Dyl,,ner: Rus-sell I Landlord Approval: Date: le. H Lynnwood, WA 98036 425.775.7010 Fax 425.673.5508 Date: 5/31/05 Revision: 4105 0 3M Tomato Red 1 48.00" Specs: Aluminum panel signs painted with 3M Oyster Urethane Paint to match 3M Antique White vinyl Signs are 1. 5' deep mounted to wall with aluminum angle cleat system. All lettering and graphics are 3M vinyi 3M Purple 3M Tomato Red, 3M Nimbus and 3M Oyster XRT-- WNIORK, S"''- \'�Iumllnun (trim), City of Edmonds to Supply Installation o i ZA 6,iltker�V�0',"T'>Lnce — Pannell Sign 3.011 Deep —3M Nimbus Grey —3M Purple FZ-8,H-EA'FZSAL AN NEX Tk 6tnf wooc� T>Ln .063 Aluminum sign cabinet Painte, to Match 3M antique White (Note Paint Matching may not be exact bu; -,Hidden Internal Post Pockets it will be extremely close) J Grade 0 0 C� \�-2.0" x 2.0" Aluminum Posts C"! 0 0 0 ITI 0 RESUB ffiippF�,r I VL bl), 0 " LY ) � - I :4 AUG 17 2005 '; '( PLA NNIN - - - WpFOJE --tl-A BUILDING DEPARTMENT CITY OF EDMONDS Customer approves: OColors OSpeffing 01VIaterials OLocation Proofs are property of Russell Sign Compot all"ayt- lJop .od =l. any�.; without 2L consent trom Russell Sign Company.'AffWciofi; are for presentofion and client approval only. 0 Artwork and designs are subject to a design fee. 11PIUSSELL S1143ra CM 9 1 P 9 ?08th St SW Ste. H Lynnwood, WA 98036 425.775.7010 Fax 425.673.5508 Customer: MWORKS Notes: Address: PO. Box 699 Edmonds, WA 98020 Contact: Darlene McLenont Client Approval: Date: Sales: D.R. Dyl, nor: Russell Landlord Approval: Date: Date: 5/31/05 Revision: 4,'05 ]Scale: 1.5'=I.(Y 7MV0 C13AO8ddV 3N,l!.0 SS38aGV v Pll& Xbom lN3Al8Vd3G ONIMine smiong :AO AJ-10 PkR?-4 Tobt,kc, I oort-'s I Ag-f jole g's "'li APPROVED AS NOTED BY ENgJNEERING z 00 Datie: 6, H 4. &H 5,)'s-IjAPPROVED By PLANNING bDa Lqk- 4-- -,--! gl�'.rr pl'kM mooqK60'T i .51-Y ur 5 q'o ote- x -3 M va*fi mo U KYTI w(j- '0� d5rA N&L -v'5- To 139- locAl-GD 0c) ?Awne- -pvvpelF--vq 0 NAlq-x 12E�stvwlsLe 4 INIM6 ?paw >z Z 'N. ST 'll V-,k -) " A06�0,5 1-6-Al li 0 A) Of RECEIVED JUL 1 9 2005 PERMIT COUNTER AA - Kok &L 00.ek - if _0 0 0, r 10,047kl El Mi OV� q , kpb�E A Z, " ql&# Slk&) 1486VC D)TRY book I V F= L �do UL 1 9 2005 PERMIT COUNTER Aer ookl�.s Pi 'N--te- .1 0 Receiver) JUL 19 2005 PERMIT COUNTER PROJECT LOCATION ..................... 11 W 011 i:ilillill�ilili�illili Aerial Photograph �X 171 Fill T fl I I PROJECT LOCAT�ON EDMONDS 104 PRn. IFrT SURVEY COMPLETED BY: Site Survey DUANE HARTMAN & ASSOCIATES, INC. (DHA) (425) 483-5355 TO EVERETT 164TH LYNNWOOD SNOHOMISH COUNTY KING COUNTY 104 LAKE FOREST 522 PARK TO SEATTLE KENMORE VICINITY MAP TO SNOHOMISH TO MALTBY TO MONROE TO BELLEVUE —*'1111GS1?0jV 0 AIN Z115% Edwards Point Obtain Electrical Permit frOm State Labor & Industries M Ir------- LOCATION MAP ST 0 400 Boo - 1200 i Soale In Fem AN 911-1 SHEETINDEX 1. COVER 2. DEMOLITION 3. GRADING 4. LAYOUT 5. IRRIGATION & ELECTRIC- 6. PLANTING 7. DETAILS 1 8. DETAILS 2 9. DETAILS 3 - - C32006 Edition IRC w/WAC Amendmwu 402006 Mition IRC w/WAC Anmdrnemts 02006 Edition UPC w1WAC Anxndments and Appendices A B Q 1 132006 Edition IMC.wWAC Amw&mmu- C32006 Edition 1FGC w/WAC Amendmnu 02006 Efton IFC w/WAC Amendmwu C32006 Edition 7 SKWAC 51-13 W C32006 Edition AC 51-11 JECT LOCAT�ON CHY OF E0,%101%1DS BULDRO De'-H-PAU iMEN-f ADDRES CWNI:R BLDG. OFFICIAL: PERMIT WUMBER APP��QVED -ANNING �1� I ZRI I' I I E- [�`4 I 9 OWNER: The City of Edmonds W Dept. of Parks & Recreation, 700 Main Street ry M% Ld Edmonds, WA 98020 Ld r) z Ld Contacts: > �t' �s 77 0 Frances Chapin n Cultural Services Resource Coordinator a-. IN. ph: 425-771-0228 Rich Lindsay Park Maintenance: Manager:; ph: 425-771-0289 Brian Maclntosh 0 Parks Director r wo LA ph: 425-771-0230 L'i LL LL- 01�gF "Ma ZO 9z' LANDSCAPE ARCHITECT: Barker Landscape Archite0s, P.S. 1514 NW 52nd Street Seattle, WA 98103 0 N 206-783-2870 0 0 00 0) C/) > 0 z L-Li V� 0 L.Lj L.Lj 0 E Cn -0 APPROVED FOR CONSTR CTION N ry Ld I - < Ld 0 > n 0 DATE < PARKS 0 PLANNING DIVISION DATE < o BUILDING OFFICIAL DATE I Scale H:As Showr Scale V:As Shown Sheet APPROVED AS NOUD 4% N RING 13Y EN IN D610., COVER S7 T 2 0 0 IF 9 Sheets 0�4 2010 MAY. 29, 2009 r�Ujt DING DIEPAR-IMEN-1 JOHN FORREST BARI`%�Fr- JOB 0- - EDMONOl- ,,y OF CERTIFICATE NO. 42)6 No. Drittwhad P"I;;v'P'.rq.' P. 111-V"11- 01 'W F A 0 61 Chainlink Temporary Construction New Catch Basin 1 8"x 18" Area Drai�` New Concrete P0. Meet and Match Ex. Grado New 6" SD @ 1 �/o. I - . Verify 1. E. Out New Concrete Curb, Adjust to Meet Ex. Planting Strip 023.31 Meet and Match Ex. Sidewalk Control Joints 8'o.c. (TYP) - Plastic Edging Strips (lit X 611) 2 6. 6 4 New Concrete Paving 4" Perforated Wall Drain Pipe Concrete Seatwall 41 < CONC WA KI, ZA"] r A 0 Modify Ex. Brick Patio Path Protect Ex. Birch Trees, TYP In 41 4 < Protect Ex. Birch Trees, TYP 4 4 ZI Ex. 1 2" T EL E ON Birch x. 12" 23.56 rch 3,60 Ex. 2" Ex. Birch 23,73 Birch 25,02 51 4 7. 25-OD r2l -- - - - - - --- W- - - 4 % < 6 .. N. 61 . / 23.65 t: <7 AEX 111 23,7 e.te < A z 4 6< <1 \ . . A 24.21 0 < 105 24,3 4 .7 2L�. 4 4 < 4 E' nc'ret K.. C ountainn- YAR DRAI 4 10 4 �irn :0 D 13.63 < Plastilb edging -4. W RIM 23.70 strips 6" high x -Dvv. 4 23'. < 6L 44 V .7, N4 4'A -bl 23,EL5 10 1/4 x110'long. 23,7 b. < Inseri 3'deep 24,17 17 UJ 4 b, 3 above ground.- p 2 > 7 < into grdund with 2 93' 4 /6 cc. 7.54 C 4 UJ J., Ai, 4 Its a7 S. Hazel 4\ 4 4 're 4 4 .5% b, \ co 7 0 4'* NC /PES IX < 57-4 1 b. 4 0 IN, * ri ti . , *�� '4. 6 4 Ex.Viburnurn < 4 416 valve 21` Dav NI 3.83 idii < 23.7 .4 z� .4 29.9 ......... 4- Ij < 21 Ij A LU <, Irr, < 4 N < % 4 1%4 A 1.1 R- ILI till =1 III III- If L =,Fifflo 1_7411 Ll 4 - M, /. 6 < . 41 L__ -A- 1.orv- -I . . , .4 . 6 * < .. & I . 2 3.16 4 7 1 at e A 1Z + CB -I 4 19 4 RIM 23.61 0 OR EN TR Y 4 FINISH -2,3.,9J' 12 IE W 16.51 ELEVA TION- 12" 1E E 16.36 8" IF E 19.16 1 4 Meet and Match Adj. 6", 1E 22.0 23.68 Paving and Threshold 4- BTM 16.26' 2-3 7qt WS 16.36' 2 3.7 1 Match to Upper Right 4'x 12'Add �01/ [--) r-) / /- -T- I A /�� n / ,2 3, 9 0 Match to Lower Left I Meet and Match 11 El Adj. Paving and Threshold =1 I I-j b. �M 4 34'x 12"ADDITION Grading Legend i New Concrete Paving q New Concrete Seatwall 4. 4 4d New Crushed Rock Path Existing Brick New Concrete Wall 6'Chainlink Fence 0 Tree Protection SCALE: 1/4" = V-10" 0 21 41 81 11 R E SE U B FEB 2 6 2010 ZUILDING DEPARTMENT _;._�ITY OF EDMONDS OF ry >_ LLI M Ld 0 Ld 0 Q) Z > 0 Ld C3 Q Of CL a_ F- < 0 Z IN 0 0 00 V) > n 0 Z 0 Z LLJ LJ _17 C6 E LJ < N L_ 00-0 < or- �7_ Z 500 17- IN 1`41 T_ o 0 04 1/4,11= I 11-all Sheet 3 GRADING OF 9 Sheets MAY 29, 2009 r_- JOB (EF1 'E NO. 486 0� I NO. t! Ku .. ........ .. .. ..... .. ...... .. T ------ 1 1/2 Electrical pull box ---------------- . ... ...... ..... .. ---------- . .......... LJ . ....... ....... ....... ..... .. .. ..... ......... - ........... ... b, 24" min. depth ..... . . . . . . . .... ............ trenching by L contractor. Ponduit installed L by City. /x` Contractor to f---( )M.10 zr C inate. coord - ----------- L F- �7- 7— Backfill with clean bedding. (>1 . ........ . ... rocks must be removed) 4 )4 �4 4 b, 4 4 4 L J 0 -C 1 .1 2 LIS ...... . . ...... ............. ............ .. ........ .. ....... ... . . ..... ........... .. . ...... ... 4 4 4 A .. ....... . .. 4 4 F7_1 e L I E) 1� L-N 4 - ---------- r-S.- 4 - — — — — — --- — — — _71 4 Iz Z Z., C B) r 61 ir6d-to 3 re, an -a §46d*Vy--&' d, ep U Contractor to remove plant material prov -e asy', p 1.6 la 6ntlof'drip line and soil from narrow planting strips .16, 36' (P Contractor to bid on the removal of concrete an along north and west side of building. 19, 16' additional 34'long by 12'wide. This area will 2'12 � 0 also be landscaped and irrigated. Extend Space emitters to 4. 4— chainlink fence to protect this area. (SEE 34'x 16 26' adequately irrigate plants i 4. 12f ADDITION) 4 0 3 E31 controls shatl be/in talled by owner on.fiorth,-" all of building. Landscapi this area to conceal pliptrical boxes from p.42'a/. "rea. nmb" yfaut; . ... .. . .... ........... . . ...... .. ........ . . I A % f /* ---------- Match to upper Right, 34 x 14 MU7_IU i-sp ulm are bo�alve box/w/Jo6king lid wire Extensions (as req'd) Sch 80 pvc Brass Watertight wire splices (typ) MP 1000 nozzze M *-Oil 2 §ch QQ §ch 40 Flush w/finish cirade Brass PVC ird 1800 s ies.headr Rainb e, r nozzle and boc y per plan 1% 1 -0"(typ) use bottom inic, t only Cut notches in box for pipe as req'd at each end SCH 40 gth J(-)) 1 0 Acl)a� PVC. nipple,, len loril Mueller brass stop Union (2 places) - as necessafy 12" MIN. Z-O"min Trace wire' as specified. valve (for isolation) Automatic control valve Pre-manufe ctured swing Sch 80 pvc threaded fittings & joint as specified adapters (as required) 3" of 1 -Y2" washed rock MW over geotextile fabric Control wires (bundled L Note: under mainline) Use teflon tape on all SCH 401 PVC fittings, TYP. Sch 40 mainline Note: Cut "u" shaped notches in both sides ihreaded fittings CL 200 PVtN lateral, TYP. (or per plan) of valve box that allow 2" min. Clearance size as indibated on plan from top of pipe to top of cut-out. Sch 40 pvc mainline (typ.) Use tef Ion tape on all threaded fittings. � �A Popup Spray Head Automatic Control Valve � �C Quick coupler valve Scale: 1 "= V-0" scale:1 "=V-0" Scale: 1 "= V-0" 5 ) 1�: 57 EQUIPMENT LEGEND SYMBOL DESCRIPTION RAINBIRD 1812-SAM-PRS MPI GOO NOZZLE P.S.I. RADIUS POINT OF CONNECTION - TO P.O.E. MAINLINE AS DIRECTED BY OWNER 30 varies AUTOMATIC CONTROL VALVE, RAINBIRD 1" MODEL PEB QUICK COUPLER VALVE - RAINBIRD 44LRC AS DETAILED RAINBIRD ESP-6LX-PLUS CONTROLLER SCHEDULE 40 PVC LATERAL PIPE - SIZE AS INDICATED SCHEDULE 40 PVC SLEEVE - 2" SIZE UNLESS OTHERWISE INDICATED NOT SHOWN # 14 AWS TYPE UF CONTROL WIRE, RED=SIGNAL, WHITE=COMMON, YELLOW=SPARE e e RAINBIRD XT-700 DISTRIBUTION TUBING / RAINBIRD ZERI-BUBBLER Valve GPM Size 9.44 lot 4.65 lit to TBD I Zone 3 Drip System to Include PRV and Filtration 1. PROVIDE SPARE WIRES AT ENDS OF MAINLINES AND TO PREVIOUS WORK AS INDICATED ON PLANS. LABEL ALL WIRES AS THEY PASS THROUGH EACH VAULT. 2. STAKE ALL VALVE BOX LOCATIONS -FOR APPROVAL, PLAN IS DIAGRAMMATIC. 3. SET VALVE BOXES SQUARE TO ADJACENT BUILDING, CURB, OR PAVING. 4. ALL IRRIGATION UNDER BUILDINGS, ROADS, WALKS, PARKING AREAS OR OTHER PAVED SURFACES SHALL BE SLEEVED. SLEEVES SHALL BE 1-1/2 TIMES THE DIAMETER OF THE INSERT PIPE, 6" MIN, OR AS Coo INDICATED. SLEEVING MAY BE INCLUDED FOR FUTURE WORK. 5. ALL PIPE SHOWN UNDER PAVING ADJACENT AND PARALLEL TO PLANTED AREAS IS INTENDED TO BE PLACED IN THAT AREA WHERE POSSIBLE. ALL MATERIAL TO BE INSTALLED ON OWNERS PROPERTY. 6. MAKE ANY AND ALL REQUIRED ADJUSTMENTS TO THE IRRIGATION PLAN TO ASSURE COMPLETE AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY. 7. LATERAL LINE SHALL HAVE 12" OF COVER, AND MAIN LINES 18". 24" MAXIMUM COVER. 8. REFER TO SHEET L.1 FOR EXACT LANDSCAPE LAYOUT. INTENT IS THAT ALL NEW PLANTINGS RECEIVE ADEQUATE WATER. SCALE: 1/4" = V-0" 0 21 41 81 Finish grade 0" dia. Valve box with locking lid 1 " buckner brass quick coupler valve Backfill with select material (see spec) 3" of 1-1/2" washed rock Filter fabric (typ.) Compacted backfill material (see specifications) > Sch 40 galvanized triple swing joint assembly (typ.) >,, f—Sch 80 pvc threaded fitting (typ.) pavement patch per 400 series std. plans X/ .17 Match to Bott olm Left Contractor to bid on the removalliof concrete an additional 34' long by 12'wide. This area will also be landscaped and irrigated. Extend chainlink fence'to protect this area. .4 b. JI I I =I i�, 4. 4 N' 4 4 4 4 4 e, 0 121 34'x 12'ADDITION Finish qrade —SAwcut exist. .pavement (typ.) A 12" min. 17 7 V Detect -a -tape tolue) 6" below grade i All backfill shallbe mineral aggreg�te type 2. 7 7 V V V 4'typ v 7 v with'main tT�j Eg,7,;,; Pvc sleev � or lateral Ines r nnntmilpr wirp-_Q t FEB 2 6 2010 TAITE. G19; V V BUILDING DEPARTMEW CITY OF EDMONDS M.", V 17 Notes: V V V V V V V V V V V V 1. Sleeve id siz� shall be 2 811 times greate than od size V V V 17 V HN FORREST i R, of P., CERTIFICATE NO. .486 �VVV V 7 7 V 2. Wires shall be in seperate 7-f — 1C) IRIPevp trenchinn conduit slee 3. %sleeves snall be required Irrigation Trench under all paved areas. Scale: 1 "= V-0" C4 122 Z S2 I LLJ M Lli LLJ 0 _+_ > 77 0 LJLJ 0 0 0:� n n .NJ ,Y) 0 C14 0 0 00 > 0 LLJ 7- LLJ V) 0 EY 0 0 E r) LLI < 7- -a Ld 0 0 < < n Q) CY- C) 0 < o 1/4 1 10-0111 L0 RRIGATION & ELECTRIC OF 9 Sheets MAY 29. 2009 I <7 Break in Witch Hazel Ctrcle to6 < < Nqw Ci.rclttqK�Ao Allow for Views into Art Area, < WA 4 .. il < kw 010- - WE 01. 9 0 4 IN 10 M.4 LAW 09 Wil 107i RAN INNA KY1A 'L4' M2 i 61 PRAM-0 410 Wro, IN ..foj 101071 WN' 00 Nal 1wgiv M*N MWNIJ fff? pt 1. WIS VA r; 02 MAP V IN WE viol I F I - Wo or M J, ILIP y ggl% MIX1/11201 0 "'o 4 N� N� V:14 j", Z e7 X A. -Mg !N1 v Hazel 7 <7 ly-6 IV,. < CON C �OIIS 7 r�. <1Z 4 b. 4 4� < 4 0v 4 P 4 .4 . . . . . . . . . . ..... < 4 LS 41 23.61 4 4 4 4 4 4 15 --1 WMET"111 4 /A 4 4 L TIE: I IM I I=i I— LI: 4 4N < 4 ly, ��23,46 4. N 4 ()4. b. . i 4 'N* , . ts - ---------------- 5.61 FINISH FLOOR ENTRY 4 ELE ON-23-93 Contractor to remove plant materic, ).51 A soil from narrow planting strips al ).36 north and west side of building. M 6 area will be re -landscaped and irri as discussed with architect. �.01 23.68 4 bid on an additional 34' long area along Contractor to 4' .. L�, . . I . . i ).26 the west side of building that will be landscaped and nd chainlink fence to protect this area. ).36 irrigated. Exte (SEE 23.74 34x 12'ADDITION) A'� .New Understory Planting Planting Schedule Common Name Latin Name QTY Strawberry Tree Arbutus Undeo'Compacta' 3 5 gallon container 0 0 0 0 0 0 Vine Maple Acer cercinaturn 3 -CE 5 gallon container A 7'-81 ht. _0 .Vibi midii 14e)( Q' 23.90 Match to Left 4 4. N Contractor to bid on an additional 34' long area along the west side of building that will be I A A A nd 1 ME - irrigated. Exte Match to Right, 34' xj1 121 Additiqp/ 6 chainlink fence to 023,39 SCALE: 1/4" = V-0" 0 21 41. 81 � 1, �kv 100 �VWIA11114111;1!11-11111 3.75 BUILDI G protect this area. b. .4 N 4 4 4 . . b, 4 4 R .667 4 AQ C,,- 4 4 Mw r-OR[, T MIKE- (WiTIFICAT: NO 5-2,q 0 7 1Z 34'x 12'ADDITION Witch Hazel Hamamelis 4 5 gallon container 6-71 ht. ry >- LLJ M Ld C) L-Li > 0 Ld CY- 0- < U [j Q) Paper Birch Betula nigra'jaquemon ii, i 1.5" Caliper V) 0) 0 Ld 03 I I 2QX01 0 , -,4 R 41�4 CZ Sword Fern Polystichurn munitum 184 Z 0 1 gallon container in Solomon's Seal Polygonatum odora i ou 1: 1 gallon container White Regal Lily Lilium Regal'Alba' 20 Regal Lily Lilium Regal 20 1 gallon container Star Jasmine Shrub Trachelospermurn jasminoides 1 gallon container White Foxglove Digitalis Alba 30 4 container Dull Oregon Grape Mahonia Nervosa 59 R E�3 U B 1 gallon container Ir FEB 2 6 2010 Anemone Hybrida BUILDING DEPARTMENT CiTY OF EDMONDS White Anemone 'Honorene Jobert' 64 1 gallon container Rhododendron Rhododendron 'Janet Blaire' 22 3 gallon container CN 0 0 00 0) V) > c) 0 LLJ Lj 0 L.Lj 0 Lj Ld v) n z < 0 a C) C14 0 1/4 Sheet 6 PLANTING OF 9 Sheets MAY 29, 2009 JOB NO. W Z _J CL NFIMMMi ZONE C; DIA=2X ZONE 8; DIA=X ZONE A DIA-1/2X PLAN Fencing oot protection Chain lin (to be provided and maintaini ad at. dripline Arborist's'.approval required for use/acceps within zone b. Permission for use/adcess requires surface protection" for all. unfenced, unpaved e b surfacesWithin zon Trenchina/excavation zone. A (critical root zone) 1. No disturbance allowed withOL inspection and approval of mett root damage. 2. Severance of roots larger than arborisfs approval. 3. Tun . neling required to install lir grade or deeper. 4. Minimize disturbance to under Zone b (dripline) 1 1 Tree protection fencing to be ii I tree -protection notes. 2' Operation. of heavy equipmeni Of materials not allowed. 3. Trenching allowed as follows: - Excavation by hand or with hai may. be required as approved t -Limit,trench width. Do not distui maint4in'2/3 or more of zone b condition. 4. Tunneling,may be required for 11 than 3'-0 . .5. Minimize disturbance to under lone c� (feeder root zone) 1. Operation of heavy equipment of materials subject to arboritt's Surface protection* measures r 1! 2. Trenching with heavy equipmE follows: - Minimize trench width -'Maintain 2/3 or more of zone c condition. 3. Minimize disturbance to native _Q"rfqt= rntantinn mpnqi irpS 1. Mulch layer, 6"-V'depth 2 "'pi od . 3/4 ywo. 3. Steel plates Concrete walkway w/ 3/811 asphalt imp. exp. joints @ max. 8 -0" intervals, control joints Ca 6-0" intervals, slope to drain per grading plan 6" x 6" Welded wire mesh Varies per pl 'an reinforcing, 2" min. clear, typ. I t 1-1 1 a.. 4 (.4 4 4- =Vvvv''vvvvvvvvvvvivv,vvvvvvvvvvv,vvvvvv _VVVVVVVVVVVVVV 411 VVVVVVVVVVVVVVVVVVVV,VVV, V V V V V 7vvvvvvv VV vvvl,vv VVVVVVVVVVVVVVVVV —7 ... 1=1 I M I 1=1 I 1=1 I 1= T 4" Layer of 95% compacted 5/9' minus crushed rock base course 95% Compacted native soil ELEVATION Concrete Seatwall and Paving ScaIe:1"=1'_0" oase course Concrete Plaza with fiber mesh Cadman Color Mix: Desert Canyon or Palouse. Owner to decide. 3/8" asphalt imp. exp. joints @ 8'-0" o.c. Slope to drain per grading plan. 611 x 6" Welded wire mesh reinforcing, 2" min. clear, typ. SIDE VIEW 4" Layer of 95% compacted 5/811 minus crushed rock base course 95% Compacted native soil Adaptor skirt trim to within 3" - 5" of grate Notes: 1. Storm drain in ets need to be removed overflow bypass for peak At the end of the job. storm volumes 2.Storm drain inlets are only to be Installed in drainage devices per the manufacturer's recommendations. Catch basin inserts are not to be installed in curb inlets. 3. Inserts shall be inspected and maintained When a 1/2 inch rain accumulates withina 24 hour period. Clean and/or replace insert when half of the trap is filled with sediments. Pu I rpose: To prevent sediment from entering storm drainage sysi ems prior to permanent stabilization of the disturbed area. Catch Basin Insert Steep slope (>3:1) On shallow slopes, strips of netting may be applied across the slope . . . . . . . . . . . HOUR 11 It XUARREHMM non so 0 gs NW HIS so .. MEN NOW NEON so 17710 9 - 'J pig ....... Non I I Slope Protection Scale: 1 "=V-0" 2" Layer of 1/4" minus crushed rock trail surfacing 4" Laver of 5/8" minus crushed Purpose: To provide immediate protection to exposed] soils during the period of short construction delays 31 rock, 95% compacted Cross slope 2% vvvvvvvvvvvvvvvvvvvvvvvvv, 7,7vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv vvvvvv V Vvvvvvvvv V V V V V V V V V V 7 V VV VVV vv� _V - - -- - - - - - - - - - - - - - - - - - - - - - - - - - 95% compacted native soil, TYP. Gravel Path Scale: I "=V-0" I El I 1=1 I I' R CIE -. -,9, U-1 it F, FEB 2 6 2010 SUII DING DEPARTMENT EITY OF EMAONDS !VVV �d I E P 0 ry M 0 CK n n W, Z 0 N 0 co > 0 Z V� 0 Ld ry Cn 0 E -a < N Cn < 0 n Z 0 Q) < < 1 1/4 to= i 9-0as I 7 DETAILS OF 9 Sheets —MAY 29, 2009 6_A_NF5_RRCST BARKEP JOB CERTIFICATE NO. 486 �- 21- /0 NO. Stake tree with (2) trei 2"0 lodgepole pine doweled tree stakes (8'-0" length) loop E tie around halt tree loosely to provide 1 " slack for trunk grc "Chainlock" or equal tie material (V width) or staple tree tie mat to stake to hold vertically. Loop each tie around half loosely to provide I " slack for trunk grc 2%3" mulch depth (tapered at tri Mulch tree pit min! length x full plat strip width between 1 and sidewalk (for plar strips less than 6'-O"w provide 5'-0"0 m ring for plantings wider than 1 Roughen sides of planting hi Maximize excavated area without undermini adjacent paving/ct 18" deep root barr (typ. Within 10'of pavl Remove all wire & string, and remove all burlap from top 2/3 roott Native backfill soil amendment with 25% (@1/3 ou I decomposed organic mulch amendment for entire tree pit ar x rootball del Undisturbed subgrade (provides firm base so that rootball % not sli A Deciduous Tree Plaiting 6 C_� Groundcover Planti 6 ) . . . . . . . . . . . . . 2 Rootball + V-0" min all S. Notes: 1 Installation Includes N 'removal of stakes one _400� 111- year after Installation 2, Shape sail surface to provide TdIanneter watering ring 3. Tree clearances shall be per stcl plan no 030 see note 2 4. See std plan no 424 (TYP) for Iree pit data!]. V-6 note 3 Min width of tree pit = 2 times rootball diameter Area to be clear of grass, weeds, etc. typical ground cover planted at nursery level min 2"mulch finish grade min. 6" depth 3'1-4"planting soH mixed 50/50 with native soil or native soil amended with 25 % min decomposed organic mulch amendment scarif led subgrade l3&b or containerized Shrub (typ) Set all plants at nurs Level (typ) Min 2"-3" of mulch Shrub planting pit Preparation = rootba Depth & width plus 1 Additional all sides Finish grade Additional plapting Area preparation Per drawings Remove container cc Or remove burlap fro 2/3 of football, Remove all wire and String Native backfill soil Amended with 26/6 Decomposed organic mulch ammendment Min width of tree pit - 2 times roPtball diameter I Undisturbed sutgrad (provides firm base s Area to be clear of grass, Wleeds, etc. That roothall will not SINK) Tree, Shrub, and Perennial Planting ery mf letely m op e 0 -Set top of root crown 2" above adjacent curb & sidewalk grade Drive stakes 6" to V-0" into undisturbed soil below rootball Drive stake at rootball edge (typ) Plastic Tree tif Diamel 2"0 X 8 Tree st Min 2%� 3%4"so Establii Finish � Remove burlap from top 2/3 of rootb� remove all wire & strii Native backfill soil amended with 2,1 (@ 1 /3 cu yd) decomposed organic mu amendment for entire tree pit at (approximately rootball dep Undisturbed subgrade (provides firm bai so that rootball will not sin Catch basin & drain grate frame, City of Edmonds, type I Cast -in -place concrete rat slab, 4" thick Gravel, 4" thick Three Rivers Flagstone, Terrazzo & Stone Supply, Patio (2" - 2 1/2" thick) mortar set flush with plaza surface Inner brick, Mutual Materials, Teal Brown, mission surface, standard size, mortar set flush with concrete surface Perimeter brick, Mutual Materials, Teal Brown, mission surface, standard size, mortar set flush with concrete surface outlet pipe, 6" diameter (see layout plan) New Custom Artwork Scale: 1 /2"=V-0" Drain grate, metal, Urban Accessories 'Star' or; 'Angle,' 12" diameter,, decision to be made by owner Inner brick, set flush with plaza surface Bricks, flagstone andJ letters mortar -set - second concrete pour around them Letters, metal, cast flush with surface Poured -in -place exposed aggregate concrete, Cadman ColorMix, Pacific Storm. Surrounding plaza, poured -in -place concrete, Cadman, Desert Canyon or Palouse Compacted subgradq Catch basin, City of Edmonds standard type 1 Brick, face, Mutual aterials, standard size (3 1/2" x 2 1/2"; 7 1/2"), teal brown, mission surface Joint, mortar, 3/8" at outer edge, 1/4" at inner edge Urban Accessories 'Star'or'Angle' 12" cast ductile drain cover, to be ADA-approved, decision to be ma& by owner Letters furnished by owner, installed by contractor (F.O. I.C.) Poured -in -place aggregate concrete,, Cadman ColorMix, Pacific Storm. Custom cut stone Terrazzo & Stone Supply, Three River it Flagstone, Patio (2 - 21/2" thick) set flush. ry >_ Ld M LLJ LILJ 0 > Z 0 Ld ry n n I 0 0 0 00 0) > 0 0 M L.LJ < L.LJ V) 0 E 0 0 < n I 0 I < LLJ V) < 0 C4 1 1 /4"= 1 1-099 1 f /-t!6 �q % % Sheet R L�= 19E � U B I R L�= 19E � U B I DETAILS FEB 2 6 2010 Conifer Tree Planting F"� New Custom Artwork (see also 4�) BUILDING DEPARTMENT f: 14A.' i'.� ra? V; OF 9 Sheets Scale: 1 /2"= V-0" 6" OF EVVONDS MAY 29, 2009 WFORREST BARKE!' —JOB OWT4FICATE t4O, A Z 0 NO. alent US - Sheet 4- of .67-1 -.7--A — Design by Project Date (017-00S �5�=A�vr t> VJ 06a Chocked by proieciNo. OZA -Lgn4a, 005 Date A5(p STwa--\-- IS/80 D INK TIP Arr A064VIL (4) DI AM hS"T/A F\SSA 61��^9VE -:NJP .4 1+ AK L 6119OUT s I Y, C,Ot4 Foo,T-/M&1� SCL)1,?*TUtr TO -2.05- �-P=S MO/AeoAT-= \,�Qso r-7--\-5s OOT- RIM As\ FI\Al SC,PrL.5,-. t'14 11 1 0 Sculpture Plinth Plan View a ment Sheet 5" of S project E>T-. pLj ) -eA Design by P 09—T-- Dole --�.O�Wos P0sL^&t-r v-WCvs-% Chocked by Date (0((( 10B tl/-U L-=1 TTJ Wen P51 I MAK f N E—:: "e S1 Sculpture Plinth Side View EAtA Wk� A-r S�aU RL `6P AU �J C1 6 �+ee,-r 6- .5 , I z cy- >- LLJ m LIJ LLJ > 0 Z LLJ cy- n n < U 0 00 0 CY) < > 0 Z LLJ Y LLJ 0 - E LLJ C/ LLI < V) n Ld c) C14 o C14 1/4 Sheet 9 DETAILS F- I'S U E 4�� OF 9 Sheets FEB 2 6 2010 i", �VMC- MAY 29, 2009 BUILDINGFD.EP -,MENT . 1) Vf� my 0 0 10; JOHN FORREST P-, A IRK E R JOB CERTIFICATE iNO 136 NO. SO.,Vona-; ;o . IN�MLiUV,j`z Alg-� , -90 ONIO;,-jjjCj OJOE 0 � e n ilia