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20112 81ST AVE W (2).pdfs fLO 1 � j CITY OF ID1101105 SUBDIVISION APPLICATION LOT -LINE ADJUSTIIENT $10 X SHORT SUBDIVISION - 4 int, or less; $10 prr lot. SUBDIVISION - 5 lots or mor•o; fee is $8 per lot, or .0005 per square foot of int area in the Plat, whichever is greater. Minimum fee is $50. This fee is applicable to both preliminary and final plat submissions. HEARING DATE SET: �' 7Z To be filled in by Plannin( DAT19-1122 FILE N --30-71 FEEREC'T N �Ob ADO'S -'TITLE REPORT LEGALS: -/ Existing Propose 'iAP ✓ GRAOIN PLAN . ENV. ASSESS. CK'LIST____ E/A FEE REC'T N (Determined by � APPLICANT• Ted Hollcraft _ ADDRESS:1632-Madison Way,Alderwood PHONE: 743-6342 Indicate type or degree of interest in the property: Contract puurracgoasAr —98036 - OWNER: Percy F. Buchanan ADDRESS: -20112 -81st Ave. W. Edms.WA PHONE: 778-5928 If other than applicant 1. REQUEST THAT THE FOLLOHIIIG DESCRIBED PROPERTY BE DIVIDED INTO _ !_LOTS. LOCATION OF PROPERTY: 20112- 81st Ave. West LEGAL DESCRIPTION OF ENTIRE PROPERTY Lot 27, Plat of East Edmonds Acres, Division No. 2, according to the plat thereof recorded in Volume 12 of Plats, Page 66, Records of Snohomish County, Washington. 2 To be completed by te Planning Department: Use Zone_ tt LEGAL DESCRIPTION CHECKED & APPROVED Kroll Map No. ._v,_. _ __ BY: -----DATE: MODIFICATION OR VARIANCE OF REQUIREMENTS Applicant requests that the Planning Commission consider the following modifications: AP_piicanl_recRuests that the ttuard of Adjusinu:nt hear a variance for the following:^ CERTIFICATION:' I cin hereby certifv that I own the above legally described proor.rty, and further, that all contiguous property which l or -in, which has not received a previous subdivision approval, is included herein. I further certify that the attached list contains names, addresses and zip codes of ail property owners within CO feet of thr subdivision as recorded with the County Assessor. I understand that Street dedicat.inns may he required in conformance with the Official Street Plan of the City of Edmonds. fropert. ner C, i 1 jy -''► a D r D j N Y t�/ F IMP i O z C�? 1 f J 0tv r. x z 1 z I I IO ------------ SANITARY SEWER ESM'T _ • + �.! 2 � 4�/,�j A 1� ( Yi1 � 1 15" STORM SEWER ES.,MTT ••�/Ir� ��. /% I � — 3, o p p l ,✓ ; I O 0 C I 1{ �. ,.� ;Q o _ 133 p 130.14' m n y try LA tis O I - a © O D A m rn Li— z m Z' ► o m rt N p ✓ o O x ;O. ' C _ y) D 4 ` (t 1 r rn ., A)� tis � 3 { 1 I o O `~ O I N I %) I ) n z o x • 0 m t 130.06 4- 6 o a F o cw O ,r r m� a� I� C. 81st AVENUE WEST a. w n = r a r i11 y r r— m x D _ —z (D o H I m O I z _ —4 x F x ; k PROJECT HWE Short Subdivision for Ted y Hol l cra DATE SMUTTED LilVIPOi MUNTAL ASSLSSIIGIT APR -7 1977 y. of Ed_mppn In order to meet the requirements of the State Environmental Pouad k;tot I. rit±fl the responsible official must make a declaration of environments? impact as early as possible in the process of evaluating a project. The inforwation in.t,iis forst grill be used to determine whether it will .be necess- ary to require an erivirontaental impact stateMertt.�if an impact statetitent is not required, a Statement of ,legative Declaration will be placed in the file. If an impact statement is required, a draft statement must be filed with this office, public notice given and a review period of 30 days allowed. The final statement and comments must be filed with the. Department of Ecology, Office of the Governor and Vie Ecological Commission. The Edmonds Planning Staff will assist you in any way we can in accuriulating this information and ere would appreciate Your cooperation. 1. Land: Area in acres 0- 1 Aeras Soi 1 s type Al derwuodrg avel i y sandy loam L imi to ti ons not for home construction. Description of topography (% slope) 6 o West. Grading: estimated cubic yds. t10TE: If grading or filling Will exceed 500 cubic yards Filling: estimated' cubic vds. 200 a grading and filling plan must be submitted with the 2. !later: application. Stream - estimated flow (cubic feet per second) _ None Will stream be altered? No To what degree"? _ None _ Impact on stormt drainage (increase in run-off) Minimal Estimated area to lie paved _10 % of total Estimated area in open space 60_ Z of total Shorelines: within 200 ft. of 'iean Higher High dater None Adjacent to shorelines zone Environmental Assessment, page 2 3. Vegetation: Type of trees pine, fir % to be removed less than 10% Minimum diameter of trees to remain 8" Ground cover, grass, ferns and brush % to be removed 50% Proposed landscaping, if any lawns and ornamental shrubs typical of urban residential development s 3 4. Existing Land Use within 300 ft. radius of proposed development: 5. Circulation: Estimated increase in auto trips daily 2 ATD.X 2 = 4ATD Estimated demand for public transportation minimal Degree of change on adjacent streets provide cul-de-ssc for turn -a -round. 6. Area of impact: neighborhood significant city-wide minimal regional none 7. Effect on air quality: none 8. Chanqes in noise generation: none Single Mut- Vacant Fami ly Fami ly Comm. her North X South X East X West X 5. Circulation: Estimated increase in auto trips daily 2 ATD.X 2 = 4ATD Estimated demand for public transportation minimal Degree of change on adjacent streets provide cul-de-ssc for turn -a -round. 6. Area of impact: neighborhood significant city-wide minimal regional none 7. Effect on air quality: none 8. Chanqes in noise generation: none F DATE i Ci. F EDMONDS ENGINEERING fi';illREhtENTS F'r'-PLATS r F AND SUBDIVISP NS t ,�a +�y � �.�./ �y s NAME __go LE. l.lofY1'CJU�%µA FILE NO. S .7 8' �q17 SCS A{,So 5-3t-7% HEARING DATE 1. Right-of-wayi AS s4ou1tJ Sc1BM177'�-. 2. Rbad Sed Width: �X� c,T�ajG SilWftcieul 3. Turn Around: OJ AJE 7e VO Y -H CO A. Sidewalks & Planting Strip: NOtJ� 1Z�$tS�tr i� ds►T ' 14K Ti M 5 5. Access Easements: r fi P1f'1.1 GArI+or 6. Water Mains: �Vts-rl4r- suff-+clu&]f 7. Fire Hydrants:» 8. Sewers or Septic Tanks: C01JrJ EL -ft o sl 7d 3A -IJ I TA%y 9. Drainage: Install all necessary storm sewers and drainage facilities per drainage plan and city standards. Where drainage is across private property, all parties having any ownership interest in the lands being platted shall provide, as a restriction on the plat running with the land, that the City of Edmonds shall be held harmless from any and all claims for damages which may be occasioned to adjacent land by reason of the construction and operation of the drainage system, unless, releases of damages and/ or drainage easements are obtained from the other property owners affected by said drainage. Any,drainage problems created by change of contour during plat development must be corrected, prior to plat approval or release of plat bond. Final approval of withheld until actual drainage as installed has been plat (release of plat bond) -will be inspected by the City Engineer. Erosion controls shall be provided. The following statement shall appear on all plat sheets: Covenant: Owners, and all persons having any present or subsequent ownership interest in these lands, and the successors and assigns of owners or other parties having any said interest, hereby agree that the City of Edmonds shall be held harmless in all respects from any and all claims for damages for injunctive relief which may be occasi.oned now or in the future to adjacent land or im- provements by reason of the construction, operation and maintenance of the drainage system, and hereby waive and release the City of Edmonds from any and all claims for damages, excluding damage caused solely by an act or omission of said City and injunctive relief which the ou-ner:s, or their suc- cessors or assigns, may themselves have now or in, the future by reason of the construction, maintenance and operation of sid drainage system. 10. Utility Easements and Access there to: 15xtsTIaG Of C1'i _ Ut'' L'UIGTiU.. t.t:GlNGE;RING kl.(,UIREPSYaJ'1'S FOR PLATS AND SUBDIVT_,SIONS � Page 2 , Nnrlfi V 4l. CR.A �-( /IB (J CAAWA ) FILE NO. 11. Underground wiring: To be provided in acc ?rdance with Ordinance No. 1387. d with tY.c necessary street light rtandaA Street Lighting shall also be provide� 1JJ 1jelo)G and underground wiring connection. S?,•t,1G#t'P14)6 ^10r QVi�-� SrcY2ow0c, 70 " VAPO .•COtot" 12. Excavation and Grading: Excavation and grading shall conform to the require- ments outlined in Chapter 70 of the Uniform Building Code, 1967 Edition, Vol. 1. Where extensive grading and fill are involved in the development of a plat, a grading plan and specifications shall be prepared. ENGINEERING ADMINISTRATIVE REQUIREMENTS In accordance with the platting rules and regulations of the Edmonds City Code, the sponsor or the application shall advise the City Engineer, in writing within 21 days of the above date, the method of assuring performance for the installation of site improvements. Improvements: Improvements to be provided by the developer shall conform to Section 12.08.350 of the Edmonds City Code and to the foregoing list of engineering requirements. Subdivision Ordinance 1703 Section 6. section 12.10.060 Application and Fees: (d) Public Improvement Inspection Fee-- An inspection fee in the amount of 2.2 percent of the estimated construction cost for the public improvements shall be provided subsequent to the approval of the development and engineering plans by the Engineering Department. Alternate method of providing site improvements are as follows: 1. By furnishing the City of Edmonds with a performance bond satisfactcry to the City Engineer, in which assurance is given the City that the installation of the minimum improvements will be carried out as provided in section 12.08.350 of the Edmonds City Code. The amount of bond shall cover 110 percent of the Engineers' estimate of public works and utility improvements. 2. By actual installation of improvements in accordance with the provisions 'of Section 12.08.350 and in accordance with the installation requirements and under the supervision of the City Engineer. Regardless of the method employed by the developer for the installation of improve- ments. "No improvements shall be finally accepted by the City of Edmonds until the developer furnishes the City with a bond in the amount of 15 percent of the cost of said improvements to guarantee said improvements against defects in workmanship and/ or materials for a period of two (2) years from the date of such final acceptance." -built drawing of site improvements shall be Also, before final acceptance, an as submitted by the developer's engineer and approved by the City Engineer. The City Engineer will review plans for improvements, prior to the start of con- struction. Notify the City Engineer of the schedule of construction prior to commen- cing work (NO WORK WILL BE UNDERTAKEN IN THE PUBLIC RIGHT-OF-WAY UNTIL AUTHORIZED BY THE ENGINEERING DEPARTMENT). If you have any questions concerning the above, please contact the City Engineer's office. COt•MENTS: Lp�gt+JG OF S08"DWISIdj ,� -DG-� ,� E"��'P�s-f S ���? v t ►2.c ti7 Pit o,t.. 70 • �MP�o�✓�M�l ��J1� P�toK.. 7. rsz�►1�� rovlu4tJe "?6cr4jY5. Air V 1 Ti a a .� Wt -(4} -rw S Lai' Coa►Ft�u--tto►•} A� g tS R U Iero. IJ IoM -tom--riac u4'yt,t�s�}'� c3 City Fn 'neer of Edmonds Rev. 4-5-73 Rev. 12-12-74 '"'VER -OFFICE COMMUNI-XTIONS 8/18/77 DATE 19 - TO Planning Division FROM B i 11 Nims Marylou Block Engineering Division SUBJECT: Subdivision for Hollcraft !S — -3 f — -7 -1 been checked and approved as of this date. The legal descriptions have 710 fiiiiig.•a _. 'a .. � MEMO T0: Building Division Community Development Department FROM, Engineer:ing Division Public Works Department SUBJECT: V1'=."` 3519 /'A)ID !P -N (3a W �" 7f_ P t 1�#zNrJ After review of the subject building permit application, we have the following comments: (1) Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. (2) The contractor is required to keep the abutting streets clean- ed of dirt and de ris caused by the construction. (3) A "Right -of -May Construction Permit" is required= from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. 4) Driveway slope not to exceed 14%. 5— PW 5/77 .T PIMLIC i'. PT. 01TICK LIST F3 U) w a: Er Street Pight-of-Wa)' nxistin Access E.-Iscinclits Existin Utility r-.ascinont Existin I.ot PC r ,(0 at Assessor pl-.In (j..c&vc1 for Accuni Ola*,i- pu..1j(a(4 :1 U:qlaf O—i-1 qN101% Date &I "C Fxi-till,a f,"iter !-1,ijn S3.— t ;v IIN-drant Size I.: k.w Si7l 9-VIV MVIO Detect or ":C!,ZCj* l -c !Vrnr :11 "optic TM* D-..;jvn ."n."roved Datc Cd Poinit Sortic 'i•:::11:N dt RIC :0.L LI .—IL -0, /71 1p -- -L Nwicw Ili tch 1 CUIVOrt PCO.Hil-OCI E.; Catch --- 1 ' l (1 ? cltC 01) ritc rocillil-ed 011 Sito 113a m.01ind 4.'.Zqer Field ('11, late �Td Street Pavin„ itcqu.irccl Curli mid cutter ltcau.i.rod k Sidor.all: ltcnui.red.p,�� t Girt) (lit for nrivc;;ay llccltrirc(1o_ _ P.i n lit-of-,''av Construction PCITIi t Rcauircd xlewlr bond Rcnuire(1 for Runic Improvements a,; AZZO_r,� :trcet de Sin ci red I �_•_ --- _.._..._.______._—.._._ :, Other' Sipirl, RCOW red +� Prc l'er,iit Site Insocction made on / _ � / i G BY: Sol..cr 1 h'at'er -�- r P4 Streetal l:n(;inCCl'inr?� .f Special Peci,ircrcnts listed ill memo to l',uildinn l\-pni-ti~c;.t i IAl itc,:as filled in on l;uildijll; l'cr,,ti.t Application 1 i�rat in�;s Ste -sped and ;rotations ''ac?c Pato_ b}• PLll)lic l;orl;s TcPartacnt l ;i{ ;4'g" , DATE: �� `tENiO T0: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: '' '— i I— `j' -50 i After review of the subject building permit application, we have the following comments: (1) Coordination of the location of any structure with respect to utilities, streets, Property lines and urivcnay btaUea 1I—C responsibility of the contractor. (2) The contractor is required to keep the abutting streets clean - e o . in and debris caused by the construction. (3} A "night-of-l4ay Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. (4) Driveway slope not to exceed 14 PW 5/77 P1 r, 'Ur IN',:!'T. OT.C!, LIST ^-ILDIING PIM"UT Y-KY117.. 0 w "AIN a. Street right -of -Way tv),�,. Access Fasements ExistingN1,b!Ej:'Ln-1F Apirin I� Utility Eiscriclit Existing Tzrp!). ... .......... Lot Per Plat_ A!-,.gcs.,;or T!ai) Site Plan for Accuracy ChclL*�- naigati sib-lqal Kovic.: by 4., t c 1*.*.ttcr ?'ain !'ecnirc-d &" D,= 1,*1,4 t ;v 'g5. 7-,C*Als /C:.,/ Hydrant ';izu 11'.10rant I'vitzired fxcr.Fliv. Cz)(:!O, ze 9,%q m VO el- Nutector (1ce.: "Ctcr 1.cc:ti7,rcA "t -i 0 IN q x , vptic Tani: D !`nprollcd Ritc, Sr�ptic T.,lil. llv)rat T'c-ciuixcd------ Sanitary Sev.-cr Availability Proi c Side lw.,-'r (1)"mection !*Cc llcnlijl.c(l jlawic.,: matt' 43— let 0-vtn') Ditch4—!0 1*(,(' C.111vort Pcquircd _ C) li t� Catch lln-ti:l 111d;C."Itc oil `'ii:c Plan N'lli'lole roqui I'vo Indintv on Site Soil Crllditiow; Ground Hold (11oc"x(I f AtltV Review by Mr. Dick Allem Engineering Department City of Edmonds Edmonds, Washington 98020 am Main Street ° Edmonds, Washington 000m ° 'cv*` 775a43* July 7, 1977 . File No. 5187 JUL 8 1977 Public Worms Loop,, Ko; Hollcraft Short Subdivision Edmonds File No. 5-30-77 Deer Dick: Enclosed are three copies of the'devalopmant plan for Ted Hollcraft/s Short Subdivision on 82nd Avenue Nest at 201st Street Wast. We can avoid the cost of moving the power pole by Forming the cul de -sac turnaround off center of the centerline of the right-of-way for 82n6 Avenue. Also enclosed is an engineers estimate of construction costs. If you have any questions or comments please call mo. Very truly yours, RE\V, M|DOLETDN & ASSOCIATES, INC. �� }( p-. ^�n=°��~ ��"~~-- K. Ronald Sakamoto KRS:6b Encl. cc: Ted Hollcraft ! wow`cnxL swowssn/wc * wxrsn suppL, ~ wxsrs msxrwswT w SunvoS a cAnxSrxxL Ewo/wcm`wc \ mmponr m^ww/wo o ocs/cw " uxn/wxSponr o wousTmxL ocvsLopwswr w FsxS/uunv sruo|cs ' �K %� JAMES H. REID.w LEROY F. MIDDLETON C. WAYNE JONES LLOYD H. NELSON ENGINEERS • SURVEYORS • PLANNERS ��f�PLD Sq� �Q ��pQ WASy��Y Q, 324 Main Street • Edmonds, Washington 98020 • 206 775.3434 July 7, 1977 F i I c Fin. 5187 t, "IN ENGINEERS CONSTRUCTION COST ESTIMATE Q11 ,FOR TED HOLLCRAFT SHORT SUBDIVISION 1. Clearing and Grading - Lump Sum $ 500.00 11. Roadways - Re^-ove 70 1J. Eti+ s u tra Thickened Edce Aspha l t Concrete 2' '.ice x 6" Thick p $2.00 L.F. S 140.00 Construct 301 Radius Cul -De -Sac Turnaround W/21-011 Thickened Edge;to Include Road Bed 300 S.Y. @ $4.50 S.Y. 1350.00 1490.00 Ill. Sanitary Sewers - Install 6" Concrete Side Sewer From Existing Tees, Average Depth 6-81. Minimum Length 5 L.F. Each - 3 Required @ $8.50 L.F. $ 127.50 Install 611 Concrete Side Sewer Including Connect to Main. Minimum 51 Length - 1 Required 60.00 187.50 IV. Water Mains - .Furnish And Install 5-1/4" M.V.O. Fire Hydrant Complete W/61' Gate Valve, Valve Box, Stem, Tie Rods, And Blocking - 1 Required $ 975.00 Install 34 L.F. Ductile Iron Pipe @ $8.00 L.F. 272.00 Install 3/4" Copper Water Service W/Curb Stop Valve, V,��.e Box And Stem - $230.00 Each 920.00 Remove Existing 2" Blow Off - Lump Sum 100.00 2267.00 V. Underground Electric Power And Telephone Services - It Required @ $400.00 Each 1600.00 Total Estimated Construction Cost $6044.50 Estimated Engineering And Platting Cast 1200.00 Contingencies ()0ro) 600.00 Total Estimated Cost $7844.50 MUNICIPAL ENGINEERING • WATER SUPPLY • WASTE TREATMENT • SUr\I1'. CADASTRAL ENGINEERING AIRPORT PLANNING G DESIGN • MARINAS • PORT G INDUSTRIAL DEVELOPMENT 0 FEASIRILIIY STUDIES a 200 th. �\ I S t. S. W. NOTE: EXISTING UNDERGROUND FACILITIES HAVE BEEN SHOWN ON THIS DRAWING FOR THE PURPOSE OF ASSISTING' ice-- 1 CONTRACTOR 1U LOCATING SAtO FAC ILITiE5 IN THE m .ate � I N C EX1Sr. CONCRETE - t DRIVEWAY 18 'WIDE 1 J REMOVE 6'X/S'rW&.. 2 WIRE rH/C/rE/✓E4'E06E A PPFtOX. 70 GF. Akti ki tr l 3 THE FiELD. THE CONTRACTOR SHALL BE RESPONSiBLE.FOR CHECKING ACTUAL LOCATIONS IN THE FIELD AND CHECKING WITH APPROPRIATE AGENCIES THAT MAY HAVE UNDERGROUND' FACILITIES WITHIN THE PROJECT LIMITS. THE CONTRACTOR SMALL BE SOLE Ly RESPONSIBLE FOR ANY DAMAGE TO UNDER- GROUND FACILITIES RESULTING FROM HIS OPERATIONS. I�IW� ti EX/5 T 14 ASPHAi r DRIVEWAY 4° A� w Ex. 2 B.O. "!4'GV.^ B.P, r»dEKeMOYCp� ; 1ti1 7}t Ex, C. 2: — E4., rov. 10x00- EL. r. QM. J 1 i SEA. Ally i*/46 r' ' -- — - - ,� c .ss,dse'r/e7-.�'rs�w3f: CsrpE rx4e e r.) 1H5r4LL .3.4 /I .1,0,r I WATER MAIN/ 61 PIA. I 'NSTAL 1 5Y /bt,VO, //YDR ,j. { ss'y. W/ 2 r 2 Ys " Ho_SoP GHNECr6 J 1_9A. -al /!/Af RT t6 G.Vr V49. IF A; 1 Sw y Ex ' i ` y4a E✓s �f" CrW �� (3CL r41 1.e r� i IiIN°` PLAN I CrK. SCale� l"°40' CLG-A6'-.Wc 18z Aff.W.. $yam 11 7=0-i 246a yp:.Q0 7-p 23-0 ��. GRBF. TOM) fff III s,nya,muts I I s,. VealEs�s .oz �/ oa n one o v e o 0 o so eoeca �d" ��L. 2n GGA55' 61a A.G. GWPtAcBJ 2 r G.S r,--. C /N -4C6 cc. S1/A'F BASE a0aIEWe CAV `kAcE) GRAVEL BASF AS REQ o, BY fM6 0 - SECTION "A- TYPICAL SECTION CUL-DE-SAC no scale LEGEND vf0P05C0 WATER SERVICE -- W FX/sr *I WAmm MAIN ---Ss-- EX/Sr so %4,v. SEWER' EX/Sr PoweR POLE ® EXISr "my wL.6'r 0 EX /5r z1{! scow oFG -- --- Exfsr 4' 6Are YA•LYE —s,5— EX/Sr 42 "CI 57VOAI SEWER ------7 EX/Sr ASPXIALr PA✓'r PROP'OSEO NEW PA✓'r. CITY OF EUN101', - ,:,6jNEERING DEPT. Examined by. Date -7 Remarks__0y_ , TABLE Na.I ELEK ri1AIV ELEv F .354 3762 3Sffi,6S•3752 359:97 148 S7-3 -Z 962.93 .9" MARK ,eAsr EltlSE GArC// rNEEr Et.E ✓. /00:00 A55t1ME0 ; GENERAL NOTES_ 1.All construction shat; conform to the "Standard Specifications for Municipal Public Works Con!` struction" and Standard Plans as.adopted by the City of Edmonds, and any requirements established at City hearings on this plat. 2. Ail construction is subject to theAnspection of the City of Edmonds and the Contractor shall notify the City of their schedule`in sufficient time to permit.inspectlon prior to and during the work. 0. The Contractor shall be responsible for the in- stallatlon of side sewers (laterals and tees)` and the placing of 2 x 4 markers with the length'.' and depth of the laterals and tees insdribed On, the markers. 4, The Contractor shall notify the City Of Edmonds Department of Public Works in time to permit In- spection of the side sewers prior to bsckfji,ting. S. Upon completion of the site improvements and underground,util{ties, the Contractor through his Consulting Engineer shall furnish an as-bul).E plan to the City of Edmonds which indicates the location of all site improvements including side sewer laterals or tees, waterlines or other per- tinent information. F, underground wiring required with street 'lighting. 7 wat['r ,urvice with meter box and curb stop re- quired for each lot. DEVELOPMENT PLAN S-30-77 HOLLCRAFT SHORT SUBDIVISION CITY OF EDMONDS WASHINGTON REI D. MIDDLETON & ASSOCIATER..r-,:,$.144C,.,� CONSULTING ENGINEERS d LAND SURVEYORS, 324 MAIN ST., EDMONDS, DEfIGNDRAA�WN DATE FIELD DOOK HDR. SGA LE i a4O' FILE NO. Ie7' ' le- 5,e p_ ,.5 CN FKED 7 -7 � LLL . VERT. 6CAE /i//R 6HEET I OF' I II L. CSF C0 r� j CITY OF ED°1ONDS RECORD OF SHORT SUBDIVISION This is to certify that the properties as shown on the attached map (Exhibit "A") and described as follows: See Exhibit "B" Have been divid under the provisions of the Edmonds Subdivision Ordinance (Sec.12.10) File No.'S730- subject to the following conditions and requirements: 1. Exhibit "C": Hold Harmless Agreement 2• Tree cutting restrictions to be imposed on all trees 8" diameter and over per Section 12.10.050(C),(2'). 3. Quit -Claim Deed for turnaround as shown on submittal for 82nd Avenue. 4. Fire hydrant at end of 82nd Avenue West. 5. Connection to sanitary sewers. 6. All wiring to be underground. 7. Additional 5' setback required along the east side of Lot B as shown on recorded drawing. IMPROVEMENTS REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMITS. I/we hereby certify that I/'le are the legal ofiner(s) of the property described above. I/we warrant that all representations are true and correct and understand that in the event of any misrepresentation or failure to comply with the conditions and regulations set forth herein, the City of Edmonds shall have the right to declare the subdivision void and record a statement to that effect in the grantor -Grantee's Index in the office .,of the Snohomish County Auditor. Signed:� AU -1 MAU= FOR RECO::,'VG Dated this ZI -day of1977 CITY OF STATE OF 'lASEIIFiGTO.!) By� COU"!TY OF S0110t,1ISH) ss' > page __(__ Of tin this day personally appeared before and to me knoVfi to be the individuals describ d in and who execute t"T he wi 3in and foregoing instrument, and acknowledged that r signed the same as„i-�' r.�-_� : free and voluntary act and deed, for the uses an ur- poses therein mentioned. Given under my hand ardwffj;(4*21.*r' a1• this X/ day of C�<<� �` 19 Notary Pu 1 c i nd for the State o.f i4ash—in gtcn residino at—r � vOL3.11% PAGE. IZ > r .0 OD m tl� < m p 0 o x <11 (n m N T! > r 0 (n 0 z m z m LQ Z MC 0 0— < cl r— J; 81 st AVENUE to WEST . 0. > AUTHORIZED Z Z o > pm I b m -n 41r RECORDING 0 A,- Ln Put - r, r x "CITY OF EDIT < ,:Z� C6 w 0 0 2 BY N (n * page Of r 0 0 0 0 0 1166 ,E'374 z r 0 c z "tP W Zr a x 4 C, 1 0 rkc ts rt z CSC (b 1% (b 4" R No 0 24'4 9" E 82nd AVE. W. , 1.7 SANITARY SEWER ESM'T 1. ft tA I 90.19� CL 15' STORM SEWER ESM,T L 00 lb tj V z "o 0 0 0 z co i 0 10 ou� o z > 0 z 0 e as 130.14' 0X N 00 2 4'49 "E 0 > r .0 OD m tl� < m p 0 o x <11 (n m N T! > r 0 (n 0 z m z m LQ Z MC 0 0— < cl r— J; 81 st AVENUE to WEST . 0. > AUTHORIZED Z Z o > pm I b m -n 41r RECORDING 0 A,- Ln Put - r, r x "CITY OF EDIT < ,:Z� C6 w 0 0 2 BY N (n * page Of r 0 0 0 0 0 1166 ,E'374 JANESN. REID �' .`• .... , CUOY F. MIDDLETON ' C. WAYNE JONES LLOYD H. NELSON {' low. ENGINEERS • SURVEYORS • PLANNERS 324 M,tn Strut • Edmoodt, Wuhiniton 98020 • 1205V 774.3434 -i July 19, 1977 File Na. 5187 1 i LEGAL DESCRIPTION FOR TED HOLLCRAFT PARCEL A The west 134.00 feet of Tract 27, Plat of East Edmonds Acres Division. 66 2, according to the plat thereof retarded in Volume 12 of Plats, page records of Snohomish County, Washington. y EXCEPT that portion tying southwesterly of a line which begins at the northwest corner of said Tract 27 and extends southeasterly to a point 4 on the south line of said Tract 27, 134.00 feet east of the southwest corner; and EXCEPT that portion lying within a circle having a radius of 40.00 feet, the center of which is at the northwest corner of said Tract 27. it PARCEL B That portion of the west 134.00 feet of Tract 27, Plat of East Edmonds s: Acres Division No. 2, according to the plat thereof recorded in Volume 12 j< of''Piats, page 66, records of Snohomish County, Washington, lying south- westerly of a line which begins at the northwest corner of said Tract 27 .s and extends southeasterly to a point on the south line of said Tract 27, 134.00 feet east of the southwest corner. EXCEPT that portion tying within a circle, having a radius of 40.00 feet, the center of which Is at the northwest corner of said Tract 27. i' PARCEL C Tract 27, Plat of East Edmonds Acres Division No. 2, according to the 66, records of Snohomish € plat thereof recorded in Volume 12 of Plats, page County, Washington. EXCEPT the westerly 134.00 feet thereof. 3� s ' O IN j U � >: G. :.J is iA awe a'o> 1'Q ` ao� W"Lu Z1 AUTHORIZED FOR RECORDING CITY OF EDMONDS By it Page Of t VOL1166 PAce�375 , y yj 1108180235 1 /Y o ._ . 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