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16912 TALBOT RD.PDF11111111111111 13417 16912 TALBOT R D ADDRESS: / %�GI/ TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS : (/ OC DETERMINATION: ❑ Conditional Waiver��tdy Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR:_ PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: [ SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: �7 SIDE SEWER PERMITS) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: OTHER: LATEMP\DSTs\Forms\Street File Checklist_doc /D o� LID #: LOT: CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS,WA 98020 PHONE: (425) 771-0220 - FAX: (425) 771-0221 *PERMIT MUST BE POSTED ON JOBSITE* STATUS: ISSUED ENG20070531 SIDE SEWER PERMIT (I -Single Family) Permit Number: ENG20070531 Expiration Date: 10/12/2008 Job Address: 16912 TALBOT RD, EDMONDS KIRK PETER T & HEIDI L PROPERTY OWNER EXEMPTION TAKEN 16912 TALBOT RD EDMONDS, WA 98026-5051 LICENSE #: EXP: N N JOB DDSCRIPTION REPAIR N PROPOSE TO REUSE LATERAL LIDNUMBER GRINDER PUMP N I PROPOSE TO REUSE SIDE SEWER Demo / Rebuild House on a)dsting foundation N N PROJECT CROSSES OTHER PRIVATE PROPERTY VERIFICATION OF RECORDED EASEMENTS COMPLETE IADEMATTY The Applicant has signed an application which states he/she holds the City of Edmonds harmlessfrom injuries, damages or claims ofany kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any ofits departments or employees, including but not limited to the defense ofany legal proceedings including defense costs and attorney fees by reason ofgranting this permit. CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION CALL FOR INSPECTION (425) 771-0220 EXT. 1326 24 HOUR NOTICEREQUIRED FOR ALL INSPECTION REQUESTS THIS APPLICATION IS NOT A PERMITUNTIL SIGNED BY THE CITY ENGINEER OR HIS/HER DEPUTY: AND FEES ARE PAID, AND RECEIPT IS ACKNOWLEDGED IN SPACE PROVIDED. •O • N DA Printed: Friday. October 12.2007 ❑ FILE COPY INSPECTOR COPY ❑ APPLICANT COPY .. 0 • STATUS: ISSUED ENG20070531 • Refer to City of Edmonds Side Sewer Infornration handout for approved pipe materials, inspections and other requirements. • A 6" cleanout with 12" locking cast iron lamphole cover is required at the property line. • Maintain 10' separation between the sanitary side sewer and the water service line. • E Sanitary Side Sewer Inspection • E-Engineering Final PARTIAL INSPECTION DATE: INITIAL: PARTIAL INSPECTION DATE: INITIAL: FINAL INSPECTION APPROVED DATE: INITIAL: NOTES: NOTES: 0 Critical Areas Checklist Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: )110912 TAL-Gur RDP__ 2. Property Tax Account Number: 2 7 010 7 - (U01- 001- 0 0 CA File No: b0-\ 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? X yes; no. If yes; how is site developed? Single Family Residence 5. Describe the general site topography. Check all that apply. X Flat: less than 5-feet elevation change over entire site. X* 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�4 more than 15% and less than 30% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): Site has a slope to the. West 6. Site contains areas of year-round standing water: No ; Approx. Depth: 7. Site contains areas of seasonal standing water:- No ; Approx. Depth: _ What season(s) of the year? N/A 8. Site is in the floodway No floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? No Flows are seasonal? (What time of year? ). 10. Site is primarily: _ forested ; meadow ;shrubs ; mixed urban landscaped (lawn,shrubs etc) X 11. Obvious wetland is present on site: No Critical Areas Checklist.doc/3.19.2001 Of ED& CJ N �De_ s9° City ofEdmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 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 the application 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). Date Receded: 02 City Receipt #: Critical Areas File #: .Critical Areas Checklist Fee: $45.00 Date Mailed to Applicant: A property owner, or his/her authorized 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. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages; including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT G'�-- C)Z-� DATE Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER Owner/Applicant: Jacqueline J. Rothaus Name 16912 Talbot Road Street Address Edmonds, WA 98026 DATE PLEASE PRINT CLEARLY Applicant Representative: B.Jones/CascadeSurveying & Eng. Name P. O. Box 326 Street Address Arlington, WA 98223 City State Zip City State Zip Teleph04�;5 7 71 6 5 61 Email address (optional): Telephone: 360-435-555.1 Email Address (optional): barbarawj ones@aol . com Critical Areas Checklist.doc/3.19.2001 dt� Y,05r M CGr'� PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE Name: Date: <?// Site Address: -��,� Plan Chec If - Project Description: he,W A IG , a - +G►G �hKI CeA i ��✓%�yt.�e Reduced Site Plan Pro ded: (YES / NO) Zoning:S _ Map Page: Corner Lot: (YES NO) coked �/ S Flag Lot(YES NO) cft Critical Areas Determination #: 2©OZ D1L i� (0-' -fyVM TOy btSi", o%-IV�*rae X $13 t l o-4 x y /p��,-,�( ohs Study Required ► 55 rya y p►�vvi d�� Pam' g�,o+ccJ► ❑ waiver It Y opt• eY 60 CaVOLA NW) lnv' SEPA Determination: ►1 ✓ -Shore-lime- Jhb*wbA,�e5/d��fiajp� Exempt �/H Oyu t' '�► Ste/ ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks Street: / Side:-�;V,4 1,5i Side: l O i Rear: 10 / Q� al Setbacks Street: �3.5 Side: Side: / Rear: ElDetached Structures: -'r 5 ❑ Rockeries: ❑ Fences/Trellises: Bay Windows/Projecting Modulation: ❑ Stairs/Deck: 6ulldln_q Height h�IFA Point: � Datum Elevation: -7 Maximum Height Allowed: 25 B 2 38 Actual Height: -5 3 1% Z 7 7 Z Other Parking Required: Parking Provided: Z Lot Area: Maximum Lot Coverage: 35% Proposed: p Lot Coverage, Calculations: N 27'vLcr ADU Created: (YES / NO) Sa ill c1 S Subdivision: Legal Nonconforming Land Use Determination Issued: (YES(NO) Comments �{fP 2,5=31�F/2 G= I ao. o (arad� p �15Jf'•T5- Plan Review By: PJ 8t � C./ �orm �-11-06.doc PlanningData r1^ 366.8s J / / E OWNER/CONTRACTOR IS RESPONSIBLE n. T.B.M. -- - I 60d NAIL IN PATH FOR EROSION CONTROk AND DRAINAGE `Lh BETWEEN FENCES 1-032 TOP OF ASPHALT ELEV.=151.8T ELEV. = 160.06' P.U. D 8r IN BE CO I;Ts'�XIS 5 S 7 / P / 8X°' � to . af' 1.55.7 5' HTLINE(0 ^754.65- T OF SLOPE SB ,2 (50' UFFER 15• SB) � h 37" MA -tiSIC SDR 15 N-12 / 1 031 %,e/" +155.75 _ ��� ; / /910 HANCOR I /\ NEW PATIO © a1 Q / 5,973 S.F. - ® _�\ 94 61706 EASEMENT .TFLLINIEOS °�` TOP/ OF ; 5PH ;CT c ci 59 ACRE' a' n 2 TOP OF / v SLOPE + ti 1- 030 �� g w / ' , s GU'i TEPR,^aJC6 i SPOUTS p o o ��`�A�R�DTS --� i _ 1 x ry \F TO CONN.ER_''CT TO ST. MST. z S SLAB APE \.�wS ING h / \�, j N 155.03• TOOV. PATIQ' - 1 WAY / / / S\ 2 I - �. � BE v o a l R 0 E WA K �. \�\, °o WATER $ SEWER V O i v o Qs+ /®' a' , ,58.2 / '&' INSPECTIONS REQ'D � z N A�i ,7.4 o CALL 425-771-0220 W.13A Zik 9� ��� ATI /sas 43...E NOTED Z, IAP Q y` �y`' ' o-/ \ ERI J� `U I 65' TOP OF SLOPE S8 9S� _-- J7 :S:F INE n- p T' (SO. 13UFFER r 15- SB) �( CL CL a I O , f = WAt L" .6oi� ti EX.ti r h • � I � WALK - - -+,p � wj d TOP OF STEPS g ` - TOP OF SLAB APPROVED BY PLANNING— ELEV. = 042 158.21 E` - PATIO 8�%�\ �" ELEV. = 157.28' :,.. � ... 1- 028' / ,6 LOT ��: "Q A°°° a . ( ACRES) J!'�J//�/,I4.- I t Z t l vo o (J��ly/` - - c�. � ALLY: 3&; EX eFEaNaB euaae6 AFIEk 8%LM GF. \En HIGHEST POINT ! Q \ 60.0' 4WN V.E LWAM WACCleIQA: 314-A"3i»u OF EX. HOUSE ` y J�3 ,� 'ewrVIERVI"ftMACE%, '°'°` F7 Zone R'�••�' ' 1 Z Corner Fla ✓, E / / '°. ADDED �FEFMQ* !APACE. 1971n 60 R IFE'1100. MAX auo«G reran. eL mn• allLOWdCroa Setbacks Required Actual q.F FgSoF SF N° 'NFiy �R 21 2007 e� - ��D� D TAXID , ssoeaora 157.3�5 I' T h t81.33-�' 7 AM �, �� ?�'46g jt UILDAG DEPARTMENT -Fri- N/ 5= t p 8 t o t �f ?� 4 ° CITY OF EDMONDS nMa1 EXPCOI AnOM P6C- Sides El w = t 0 .; �� If C.Q.0110= iXew.6TOI A! >&- PiR KAa SITE •PLAN Other ' (0 01 T. 0- 5. Hei t STREET FILE APPLICATION for The City of Edmonds SIDE SEWER PERMIT EASEMENT No ..........................."............... NEW CONSTRUCTION ❑ REPAIRS ❑ o l /� U ?�/. �O/i�S �iLIG.......................... PERIVIIT No.... OWNER--N.Mr;.5..........:....... ................."........................"....... CONTRACTOR ......".. t�i. "...."."....................-..............."....... ADDRESS ......., ...� ..9..1...E .............. .lra.1g o..T- •,.I?..�., LEGAL DESCRIPTION: LOT No. .............. ,1.... L;..................... BLOCK No.... NAMEOF ADDITION ....... :................. .................................................................................. _.......................... 2 v ILJ U- - - - - -- z - i A APPROVED MAY 19 1970 Approved: S ,?-U 70 DATE..............................."......."..... By ..... ...�/.?1.....�...... �/ 1 �7 ... � yam.... . CITY OF EDMONDS CIVIC' CENTER— WATER -SEWER DEPARTMENT Call PRospect 6-1107 when work is ready for inspection; (No'Inspea �,T 0 3728 PER6I�IT Lions Saturday, Sunday or holidays.) 1® SIDE SEWER ADDRESS..............16912 Talbot Road ...............................................------------ .............. ....... ....... . OWNER...........................JMnla$...R.....Rothsus........................ CONTRACTOR.......Hyatt... &...S.on ..s.,.Jnc.................--.... Permission is granted May, ...1.9....................... 19.7Q.., for ........................ days to REPAIR or CONNECT a side sewer with City Sewers in accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer Inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer In street area. Do not cover any portion of sewer before it has been Inspected. No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. 1� No. 3—Top of side sewer must have at least 30 Inches coverage at property line and 12 Inches Inside property line; minimum grade of 2%. No bends in grade sharper than % will be permitted. - �i NOTE No. 4—Trenches. in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 5—It Is unlawful to alter or do any other work than Is provided for In the permit, or to do any work on the main sewer or its appur- tenances except to Insert the pipe Into the wye. `Li e� Geotechnical Engineers, Geologists Group Northwest, Inc • & Environmental Scientists August 31, 2007 Mr. Pete Kirk 16912 Talbot Road Edmonds, WA 98026 SUBJECT: Dear Mr. Kirk: BUFFER REDUCTION PROPOSED REMODEL 16912 TALBOT ROAD EDMONDS, WASHINGTON G-2578 a - II I SEP - 7 2007 BUILDING DEPARTMENT CITY OF EDMONDS At the request of Mr. Chris Golden of vouvstl Roe tE we have prepared the following letter regarding the steep slope buffer reduction at the subject site. INTRODUCTION We understand that a remodel is proposed for the existing house at the'subject site. The remodel will consist of an expansion of the existing house footprint toward the north. The new building layout is shown on the attached partial site plan. Based upon information provided by Mr. Chris Golden of GoLoa ai Rama# , we understand that City of Edmonds code requires a minimum 50 foot buffer and 15 foot setback from the top of the slope for a total 65 foot setback/buffer. One corner of the new addition, at the northwestern corner of the building is proposed to be located at 60 feet from the top of the we steep slope area. It is important to note that a portion of the existing building is currently located at 60 feet from the top of the western steep slope area. We understand that stormwater for the proposed remodel will be tightlined to the existing stormwater system, located on the eastern side of the site. The City of Edmonds code (23.80.070AIb) allows for a buffer reduction to a minimum of 10 feet when a qualified professional demonstrates to the satisfaction of the director that the reduction will adequately protect the proposed development, adjacent developments and uses and the subject critical area. STREET FILE 13240 NE 20th Street, Suite 10 Bellevue, Washington 98005 Phone 425/649-8757 Fax 425/649-8758 • 0 August 31, 2007 Buffer Reduction - 16912 Talbot Rd., Edmonds, Washington GEOLOGIC CONDITIONS G-2578 Page 2 Based on the Geologic Map of the Edmonds East and part of the Edmonds West Quadrangles, Washington, by James P. Minard, dated 1983, the top of the slope at the project site is underlain by Vashon Till (Qvt) soils consisting of a very dense mixture of sand, silt and gravel. The Vashon till soils may be underlain by Whidbey Formation (Qw) soils which consist of bedded, compact, medium to coarse grained sand. The Whidbey Formation soils may be exposed on the lower portions of the steep slope bluff. SITE CONDITIONS A representative of GEO Group Northwest, Inc., visited the project site on August 31, 2007 to observe the site conditions. The existing house consists of a single -story single family residence. Based upon the topographic survey by Cascade Surveying and Engineering, Inc., dated August 21, 2007, the existing house is located approximately 60 feet at it's closest point from the top of a bluff which is located on the western side of the property. There is a gentle sloping grass yard between the house and the bluff. The bluff consists of a very steep west -facing slope which in some places may be near vertical. It was not possible to view the ground surface of the steep slope due to heavy vegetation, yard waste, and it's very steep inclination. Railroad tracks were visible at the base of the bluff. The topographic survey does not indicate slope inclinations or heights for the bluff. Based upon our previous work at a nearby site we estimate that the bluff has a height of between 80 and 100 feet and likely has an average inclination of 70 percent from the horizontal. We observed no apparent signs of soil movement at the _top of the bluff, either at the site or on the adjacent northern and southern properties. Probing of soils at the top of the slope indicate that soils at the top of the slope are dense. CONCLUSIONS Based upon the observed site conditions and reported geologic conditions for the site, it is our opinion that the existing bluff, western steep slope area, is relatively stable. The primary concern with regard to a steep slope like the one at the site is one of erosion. Erosion risks can be mitigated by maintaining vegetation on the slope and preventing the discharge of concentrated water onto the slope area. The proposed development does not include development on the steep slope or within 60 feet of the steep slope. In addition, the project stormwater is to be collected and tightlined to the stormwater system. Therefore, it is our opinion that the buffer may be GEO Group Northwest, Inc. August 31, 2007 G-2578 Buffer Reduction - 16912 Talbot Rd., Edmonds, Washington Page 3 reduced as proposed thereby allowing the proposed development to proceed with a minimum buffer/setback distance of 60 feet from the top of the steep slope. Should you have any questions, please do not hesitate to call at (425) 649-8757. Sincerely, GEO GROUP NORTHWEST, INC. Adam Gaston Project Engineer William Chang, P.E. Principal Attachment: Partial Site Plan cc: Mr. Chris Golden Weber + Thompson 425 Pontius Ave. N., Suite 200 Seattle, WA 98109 GEO Group Northwest, Inc. City of Edmonds City Engineer's Office COMPLAINT REPORT Report No. Referred to for Action_ —Bill Nims Time 1D:30 am Date 3/31/71 Received by Rhonda French Time p.m. Date 3/30/71 T69Made by James Rathaus Address,`M,1h,t Rai_ Tel. ��6_�894 How Received: Letter Telephone In Person xx Nature of Complaint:Rastaation not completed on sewer easement in LID 164. Need some leveling and gravel placed in area southerly from MH 82A (easily visible upon inspection) for several feet. Engineering Department Recommendation or Comments Time Date Engineer Describe Action Completed: Time Date Completed by Location Sketch: I Tu • x BENCHMARK 'fk 22 , �. 151.87 3° b 20 20 � � n x 0 .1g n V c o) m� 0 C) / ry FIRE TURN C� 1.031 AS REQUIR Q 25;973 S.F. NEW PATIC l_ 0.59 ACRE F /TOPr/- OF SLAB u Alncr` A D� —� 70 ,, TOP OF STEPS 1-042 ELEV. = 158.21' E co, . / o 1 z ACCESS & UTILITIES EASEMENT A.F. NO. azinirzi �rn -7u Will �I ■—mw IAIIVI_ Iwo �. Te 2'1 l�l., f;;;. Z gym, Ljt�e xesl S 73• X127 S x1m \ \ "' 1-032 �I \ X4.6— X140 x7e 0 Q1— 03 ten xem ` �7 0.52 5'993 7ACZ xe7o /EL.- F SLAB 155.03' ® X869 XK6 xem A3. •�,, 1-062 81• 12' f•-22.11: x1ma ? O� coo j x14" h^ 3� E x a xtae N / 2 s6" X76 350 toe I i Ov TOP OF ASPI 37" 1-067 TOP OF ASPHALT ELEV. = 160.06' • No. 22 049 SEAS ONE EASEM CONSTRUCTED A.F S 155.75' 12 x ' 37" 6 �s I, 9 os,F NE COR. GOV'T LOT 2 FND. CONC. MON. W/3" BRASS DISK W/'XIN CASE 8-2002 I I • �I 0 37 I s9 ' I I N 90' " 00 _ _ 772.18' —� 30' w o T.B.M. xw I n �1 CON. NAIL & WASHER o �i ELEV.=200.00' a M � 10 Q-' xem Io 32 \b IO . • �ACCE S &UTILITIES \ O \ ELF/`/. 157. 1-030 / m m I • • eEASE ENT A.F. N0. \ ,A •, 1 0� eet' 94061 0178 \ °� / \ I N � +RET . I" I ai / \ e n WALL; �<v j \R?• / \ Z mir 1° I . �S M 4 F ae 7 172.77 17 48 \ /0.6 .TOP OF STEPS 1 — 042 ELEV. = 158.21' F HIGHEST POINT OF HOUSE 70 a '' . Ten 5'4 10 E \ Off, N a. ° 76 `• 000 .30 HOUSE ;a • \ / 6,, \ N. n •_WALL '.' • x m f ono eA4 .• a ' . a TOP OF SLAB / 9v oo ELEV. = 157.28' / 1-026 co SHED od 99 / / � / ® // %• �O / / tPK xg�9 / q.F FAgsFMsA,F,iyF / /o,� i v�5 \ i ,5 PARCEL B THAT PORTION OF GOVERNMENT LOT .2, SECTION 7, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID GOVERNMENT LOT'2; THENCE N 01' 18' 25" E ALONG THE EAST LINE THEREOF A DISTANCE OF 898.64 FEET; THENCE WEST A DISTANCE OF 772.18 FEET; THENCE SOUTH A DISTANCE OF 60.00 FEET; THENCE N 57' 40' 06" W A DISTANCE OF 65.65 FEET; THENCE N 81' 12' 37" W A DISTANCE OF 155.75 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 29' 31' 13" W A DISTANCE OF 81.36 FEET; THENCE S '23' 07' 52" W A DISTANCE OF 34.46 FEET; THENCE S 45' 43' 10" E A DISTANCE OF 17.48 FEET; THENCE S 40' 45' 00" W A DISTANCE OF 100.00 FEET; THENCE N 45, 43, 10" W A DISTANCE OF 237.81 FEET; THENCE N 46' 02' 45" E A DISTANCE OF 54.98 FEET; THENCE S 73' 20' 54" E A DISTANCE OF 200.18 FEET; THENCE N 26' 30' 04" E A DISTANCE OF 52.51 FEET; THENCE S 81' 12' 37" E A DISTANCE OF 22.11 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THEREFROM THAT PORTION LYING WITHIN RIGHT—OF—WAY OF GREAT NORTHERN RAILWAY COMPANY (BURLINGTON—NORTHERN) TOGETHER WITH EASEMENT OVER PROPERTY DESCRIBED IN DOCUMENT RECORDED UNDER AUDITOR'S FILE NUMBER 9406170178, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. AND TOGETHER WITH AND SUBJECT TO EASEMENTS, COVENANTS, CONDITIONS, RESERVATIONS, AND RESTRICTIONS OF RECORD. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARING: CITY OF EDMONDS SHORT PLAT RECORDED UNDER AUDITOR'S FILE NO. 9308130775 AND RECORD OF SURVEY RECORDED IN VOWME-26 OF SURVEYS, PAGE 51, RECORDS OF SNOHOMISH COUNTY, STATE OF WASHINGTON. xem xen BBSSIIS OF SURVEY: CITY OF EDMONDS SHORT PLAT RECORDED UNDER AUDITOR'S FILE NO. 9308130775 AND RECORD OF SURVEY RECORDED IN VOLUME 26 OF SURVEYS, PAGE 51, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BOOUNDARIES ESTABLISHED PER THIS SURVEY MAY NOT CONFORM TO EXISTING. LINES OF OCCUPATION AND FENCE LINES AND COULD RESULT IN POSSIBLE BOUNDARY DISPUTES. xe9 Ito ,vv_ 3 r l CTI3• THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHERWISE. x, NT SERVICES DEVELOPM of EDt1OtAos SURVEY INSTRUMENT USED: 5" UETZ SET4A CIlY — SURVEY PROCEDURE: CLOSED TRAVERSE — SURVEY PRECISION: EXCEEDS 1:10,000 TREE TABLE � (1) 27" & (1) 14" CEDAR ORNAMENTAL .TREE Q ti DENOTES 1 2" X 24" REBAR .& CAP OM2716 , SET THIS SURVEY UNLESS OTHERWISE NOTED © 11". DIA. WEEPING HEMLOCK TREE I ti DENOTES FOUND PLAT MONUMENT © 10" DIA. CEDAR ORNAMENTAL TREE X DENOTES FENCE LINE . . QD (2) 6" DIA. DECORATIVE TREES 160— DENOTES 2' CONTOURS (S �. DENOTES SEWER MANHOLE QE (1) 13" & (1) 14" DIA. ORNAMENTAL TREES • 3� � DENOTES POWER POLE QF ORNAMENTAL TREE CLUSTER I -... DENOTES CATCH BASIN ® DENOTES TELEPHONE PEDESTAL DATUM: ASSUMED E1/4 COR. I ® DENOTES WATER METER FND. CONC. MON. W/2-1 /2" BRASS 123.45 DENOTES SPOT ELEVATION x O N. O>t r M W W W Q Q Q w R� � � -j o Z V = dp�mw�trf�3 pY O W m 0 0. .z wmxo mw0 G C1 C� M a N" V Me l of l 11!*331 REGEIVWE JUL r 3 100t DEVELOPMENT SERVICES CTR. CITY OF EDMONDS � .r