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16420 76TH AVE W.PDFIIIIIIIIIIII 6149 16420 76TH AVE W 47:5'LH 7 r ADDRESS: /U/ f `D ��/ A�y TAX ACCOUNT/PARCEL NUMBER: (%ySl3[ --D 1 BUILDING PERMIT (NEW i/ STRUCTUR�EJ):,�/,fe/�7 COVENANTS (RECORDED) FOR: Hold 4k 20�O06aS�G� CRITICAL AREAS:- <� / DETERMINATION: ❑ Conditional Waiver Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: V— ` ( / 0 l DRAINAGE PLAN DATED: 7 614? % / 149, PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED T!0'►/ PERMITS (OTHER): 2 00 3 71s_ (Awn100I -1-1 /(ju'lb0 l PLANNING DATA CHECKLIST DATED: /0! lS/` g SCALED PLOT PLAN DATED: 67- l'0V6) SEWER LID FEE $: LID #: SHORT PLAT FILE: /LOT �Q/ SIDE SEWER AS BUILT DATED: l/ < x SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED 6 01AMP{PAl2 Z Z� -6 -13 q 9 STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DATED: OTHER: �25 1 C� l�✓ It He, ll-�� 1 Z-f ' jQJ A& AiVllloW, L:\TEMP\DSTs\Forms\Street File Checklist.doc but, BLOCK: CITY OF EDMONDS �o 89p.1q Address of Construction: Property Legal Description (Include all easements): SIDE SEWER PERMIT PERMIT N2 9194. Owner and/or Contractor: State License No�y�—�--�c-�z'�� �Z Building Permit No. ' LYNNVti00D LINT ' Single Family Invasion into City Right-of-Way:No D Yes ❑ Multi -Family, (No. of Units ) RW Construction Permit No. ❑ Commercial Cross other Private Property:;a No— ❑ Yes ❑ Public Attach legal description and copy of recorded easement 1 I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. 0 Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * ' OFFICE USE ONLY * FOR INSPECTION CALL 771- , PUBLIC S DEPT. Permit Fee A U0 Issued By Trunk Charge: Date Issued: 2 v AD Assessment Fee: Receipt No.: Lid No.: Partial Inspection: Clos +o Ara,x- w ;44x Of z-tfttx_961nc_ CIA . Date* w Initialc-3;1.4 Comment Reason Rejected: Date Initial Final Inspection Approved: Date'111r-Uy Initials�L' ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector - Buff Copy: Applicant Revised 3!90 The City of Edmonds Side Sewer Drawing EASEMENT NO. ..— ........................ NEW CONSTRUCTION Lj REPAIRS LN L I U NO . .......... .... 1131VI I - NU... ............. OWNER............... — ................... . ........ ............ ...... -- ---- -- ------------- -- CONTRACTOR ............. ................... ................... .............................. PERMIT NO. JOB ADDRESS .... ...... E ... LEGAL DESCRIPTION: LOT NO . ............................. ........ BLOCK NO. ...... ........................ ... .......... I .................. NAMEOF ADDITION ............................ ------------------------------- ---------------------------------------------------------- 30` Approved: PWW-0001-1 1/75 (REVA 1/78) DATE..................... By . ....... ....... A ...................................... •iY ..ti Via: �^x. .. � ,, •.r /. Y. i, "�e• r r �.-,•..�„< ;"fir � .. ,. � ... D � -. <..... ..._._�. ..: ..._ ' _� {6, 6 EivEp) .� .. � ..•.;P•_•r:'S;' )'";�.Y� .. .. { ��~.rr 'a: �. t� J gyp• .}`h1 5�j��`.'.. �'�� :airy CITY of EDMJIDS. .y,° SfE SEWER PERMIT For Inspection Call 771-3202 pUBL"IC WORK PERMIT NO.,% T Address of Construction: I V"1 G' —7� Property Legal Description ( Include all easements) :��- �0 94 �� � S �i�1qNWOOD LINE wner nd/or Builder: 1 der: `------- Contractor & L,icense No: ✓�� a� �i �o� `�V J;� LIU Single Family Residence CC Multi -Family (No. of Units ) } Commercial, (No. of fixture Units ) Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No �_ Yes (If Yes, easement required, attach legal description.and county,easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK I certify that I have read and shall comply Date with the items listed on the back. Permit Fee: 30 ► 00 . Trunk Charge: -2S;.0() Assessment Fee: Partial Inspection: Issued By: Date Issued: Receipt No.: Comments Final Inspection Approved: .�984 Z: ✓ Date Ini Val h ,3 Date Initial Rejected: ' Reason Date Initial ** PERMIT MUST.BE POSTED ON JOB SITE ** White Copy - File Green Copy - Inspector.` Buff Copy - Applicant AS330BR1 S N C H 0 M I S H C O U N T Y K _--- --=.- S E S _S._0 R R_E.. A L P R 0 P ER T Y _R__Q.__L_-L_—_._C_-_F ------- OWNERSHIP ----- NAME STNT LEGAL 0ESCRIPTIGN -- LE.V_Y YB_—S--C_:a_T_E.Gt ----------------------------- A U C I T --------------------------------------------------------------------------- P T Y CODE --- 5 13 1 -0v �. - C 8 3- 0 4 01 012 8 1- 6 2 --- M E A D O W D A L E BEACH ----- --------- -- -- 0217 ----------------- 85 T MCLEES KErNETH J MRS BLK 000 D-C4 - E1/2 N1/2 LCT 89 LHND 2403 EVERETT AVE TOT E V E R E T T, W 4 9 8 2 01 -- -------- ------------- -- --- ----.. --- 5131-000-090-0101 - - 2763E-81 MEADOWDALE BEACH 0217 85 T GOODRICK W I M — BLK 000 D-01 - TH PTN LT 90 _ OAF _ La `10 _ w; 16510 7 TH AVENUE WEST BEG NE CCR LOT 5 BLK 97 TH E ON N � TOT _-EGM0NJS_W-A 58020 — SD LT 5 EXT TO NLY BDY CC Ft0 .LN TH_ SWLY__— A L G R D E LN BOY LN T K" 97 TH N TO P 0 8 -- --- ----- --- ---- PLUS PTN VAC ST LOT 90 --- 5 131 -0 C9C-020+� - �, LAWS C d rJRPH,:. 16221 :TH PL WE cT EDMONOS, W, 5131-OOC-090-03OS ---- H a I rd E S J A "11= c- c} 16420 `NTH W ECMONJ 0 -- -- 5131-JJC-JO-J T08 MCGRklW UOFr" 0THY M --- 3825 SC11TT S T K E E 7 CA i `131-JCU-•S�-J�07 ikECHOLS 4LBERT J G8C..20 57025G2 98 02 0 64920-63 M.EADOWDALE EEACH ----- -1217 -8:; ---T --LAND- - BLK COC D-C2 - BLCG THAT PTti LOT 90-LY WLY E_NWLY OF _CO R.Q__-- r; N OF S LN LCT 1 BLK 97 SO PLAT — MEADOWDALE BEACH _ ____ 21.7_-- 95 ---' ---LAND BLK COO O-C3 - PTN Tit 90 DAF BEG NE COR --- TO7 LT 1 BLK 97 TH E 40FT TH S 150FT TPB TH CO,VT _S_ -, CFT TH E TGCt' RC TH NELY_ ALG__S_0 CiJ RC TAP OF INT CF 14 LN OF S1/2 LT 3 —------------- BLK 97 EXT TH W ALG SO LN TO TPE MEADCWDALE BEACH 0217 3K 000 D-C4 - __ PTN TR 5C E VAC RD LY E CF TR 90 _LY 54123 WHN FT CEG NXN OF E MGN LN OF 73TH PL W WITH N LN TR 90 TH S ALG SO E MGN LN 7-TH PL W 137.40 F?_TPB TH_CC_NT_S_.ALG SO T ------------E MGN LN 75TH PL W 178.57FT TH N65*26 1SE 132.84FT TH N57*40 COE 129.57 FT TH M00 32 OOk 25FT TH_N7_5_*_273_tiw 74.7OFT__ TH S75-- lb 31W 42.57FT TH N74-48 00W 52. 75FT ; Pd --1J�55C-7S 173.02 "SHWiJRTH AVE_'NUE ,ti1E-4D wDhLE EEACH BLK C-00 D-05 - BEG NE CCR TR 90 TH T LAND TC)T TO W ALG N LN SD LC,— Th r; 9 CA nd Side Sewer Drawing MEAD. comm. EASEMENT NO. ................................... NEW CONSTRUCTION E] REPAIRS ❑ LID NO. 11-0 ...... ASMT. NO . ..... OWNER ---- JIM ..... " 04N-Ez ----------------------- ------------------------------ CONTRACTOR -EVERGAMN ........ B- -u- I-L.. -0- -0 7-- 1. W. r, --------------- PERMIT NO. 72-2-1 JOB ADDRESS .... lb4-2 - ---------- 76--T-t-i ------ Wt ............... LEGAL DESCRIPTION: LOT NO. -WA3 ---------------------- BLOCK NO. -6000 ................ PWW-0001-1 1/75 (REV.1 1178) .............................................................................................................. .......... t NAME OF ADDITION .-A� EPM-t --- ��ePC,-VA --- ------------ ------------------------------------------------------------ CAR POR'r I G 4 2 0 7(,'r" .. sy,tsTimc, *' Vop. 4"c.*.WVL C4-CAP l'OP. 1.,42. 71 7\10.5, 4- 3Z 14-' 56, Approved: X ( DATE ............ By 1:0P. vc.a-w3L PLANNING DATA SITE ADDRESS:�Iy`7Z(� 7I�, AugDATE: lOIIS/ ZONING: V-S--2n PLAN CHK#: Iq- �Z17 PROJECT DESCRIPTION: CORNER LOT .,(Yes/No) FLAG LOT / v Q) (Yes/No) SETBACKS: Required Setbacks: Front: Z S + Left Side: / D (iv � Right �ide ICJ . Rear: 2S Actual Setbacks: Front: Left Side:_Right Side: L Rear:_ I Street map checked for additional setback required? (Yes/No) LEGAL NONCONFORMING LAND USE DE TERMINATION ISSUED (Y/N) LOT COVERAGE: _ Maximum Allowed: a Actual: _____j/jL�, BUILDING HEIGHT: Maximum Allowed: 2S Actual Height: "� Z Datum Point: 55 Datum Elevation: A.D.U. CREATED?: fllr' -- SUBDIVISION: CRITICAL AREAS #:_q I `Ll q 4. TREF FILE Sij-� UFy'40pMP 1 1999 DRAINAGE REPORT c/ry OF ED VI SS CrR FOR Nick and .Renee Blattner 16420 76th Ave. West Edmonds, WA 98026 SITE: 16420 76`h Ave. ' West EDMONDS, WASHINGTON e.. 'CORV July 18, 1999 Permit # Tax # V SITE CHARACTERISTICS Existing Site Conditions: The site proposed for development currently exists as a 0.65 acre residential lot. There is an existing home and carport on the lot. The entire property drains directly to Puget . Sound. The soil of the entire site and surrounding area is underlain by glacial sediments. Glacial drift material forms the basis for much of the soil in the upland areas defined as Alderwood-Everett gravelly sandy loam in the SCS Soi! .survey of Snohomish County, . Area Washington. Drainage basin: The subject property is a narrow strip of land running from 76'h Avenue down to the Burlington Northern right -of -way. The property does not receive any concentrated run- off from any upstream source, but does have small tributary areas off the south and east property lines adding approximately 10,000 sq. ft. of off site basin area which passes through the property. Most of the basin is vegetated with brush and ground cover plants, with areas of mixed forest. The most significant drainage feature is the 200 foot long driveway extending from 76'h Avenue. Basin Development Impacts The proposed development consists of a small addition to the existing home.. The proposed activities will disturb only a small area approximately 15' x 40' in the area of the addition and small strips where the proposed drainage system will be installed. The soils and site topography have a significant effect on the construction of the drainage system. All construction activities that may disturb soil on a slope should be performed between April I' and October 3 I'h to avoid potential erosion problems. Erosion Risk Assessment and Control Measures The topography and soils on slopes form an environment that is at risk of erosion when grading is performed. The soil on the property is mainly gravelly loamy sand and when located on steep slopes of 25% or more constitutes an erosion hazard area. The soils contain silt but little clay. The focus of the erosion control measures for this development is the prevention of silt from entering run-off and to prevent rilling of surface soil. Because of the low clay content of the soils, adequate protection from water quality impacts can be provided by prompt and thorough covering of disturbed soils and installation of silt fences. ell Implementation of erosion control measures as already outlined will prevent silt from being picked up by runoff water and entering Puget Sound. Harmful erosion will be prevented by not disturbing soil on the slopes during the rainy season, and prompt revegetation and seeding of disturbed areas. Outflow: Stormwater collected into the proposed drainage system will be discharged to a public catch basin located on a neighboring property to the north. A 10" culvert will be placed in an existing sewer easement for stormwater routing. The public catch basin drains directly to Puget Sound. System Description: The proposed drainage system is designed to capture run-off from both on -site impervious surfaces and to intercept shallow groundwater before it reaches the steep slope above the Burlington Northern Railway. A series of small and type .1 catch basins will collect stormwater and remove silt and debris. In addition a shallow cutain drain west of the residence will intercept surface and groundwater before it reaches the slope. The collected water will be conveyed by various pipes to a central collection basin and carried via a 10 inch culvert to a public catch -basin where it will be discharged to Puget Sound by the public stormwater outfall. Recommendations: 1. Placement of silt fences around construction areas. 2. Early completion of drainage system. 4. Planting of disturbed soil with plants and seed mix. Conclusion: In conclusion, if the recommended measures are followed, no adverse erosion or water quality degradation are anticipated as a result of this project. If any question arise from this report please do not hesitate to call. Prepared by: Peter Landry (geologist) Engineer (A!4tWC,1RVRUopeIas PE It s 12.14- na . I N A U 0. 13 Runoff from Full Basin Area (On and Off Site) 1 - SCS Runoff - 25 Yr - Qp = 0.79 cfs 5 10 15 20 25 Time (hrs) / Hyd. 1 Runoff routed through Drainage System (On and Off Site) 1 - SCS Runoff - 25 Yr - Qp = 0.44 cfs 0.5 T ! i . 0.4 , I i I I , 0.3 ----=; U I I CY I I 0.2 I I ! 0.1 I i j I I 0.0 0 . 5 10 15 20 25 Time (hrs) / Hyd. 1 C v _ 1 \ .70,8 1, S VE -_ _0 1009 LTT . 40 60� C5 2 30 �> _- rr75r�-. i 25-YEAR, 24-HOUR PREC. Precipitation in Tenths of an Inch Annual n heS L. J KING COUNTY, WA,*INGTON, SURFACE WAT* DESIGN MANUAL • FIGURE 4.3.4A NOMOGRAPH FOR SIZING CIRCULAR DRAINS FLOWING FULL 1000 900 800 .0001 700 .2.0 600 .0002 500 0003 Minimum Allowable 400 •0004 .0001 Velocity. (Flowing 3.0 300 .0005 Full) 120 .0008 .0002 p 001 108 0003 200 96 0 n .0004 1100 90 c .002 .0005 4.0 84 0: .0006 78 p .003 7 2 66 .0008 'l .004 .001 w 005 5.0 60 p .006 �" z 90 54 N 008 .00 p 800 48 .01 6.0 42 03 ./ � 60 = Z_ .004- cr 02 .005 p Cr 7.0 u 50 36 .006 LL aw U Z 33 •0 LU aW w 8.0 w 40 W .008 .010 O w LL 20 .05 N Z 9.0 p a .06 - cc QL20 24 } 10.0 = O 21 .08 .020 ~ (n Cr 18 .10 .030 OU p F- .040 g .050 j Q 15 060 V. p .080 12 .100 10 . 10 9 8 SAMPLE USE 7 24" dia. CMP @ 2% slope yields 20.0 6 17cfs @ 5.2 FPS velocity (n = 0.024) 5 6 Values per Manning's Equation 4 ° 3 n 30.0. This table can be converted to other "n" values by applying 2 formula: 40.0 01 _ n1 _ 02 n2 1 2 year 2.9 Hoer �fc,-j = 4.y Is10 1/90 1 . 7 � �`j��� �%••'i •f�`� •\..\, •� ilk �( '' f, `� ' �. y; J•/ . ` ; '"1 : '.'1\' ,:\� I, '�t _' I. 'gig Meado I d1 , t• . ,gip' �. ,� j/ I o y - • ; :� , - .•. , � (� ' -,' ? - • - _' �i. 1 �'( % l�' j • is ; � � \�. 1 �: •. ,yi � ` •::/--.. .... .ta �1� \ ) PROJECT ,.: �� `•,. �:.- i SITE\-w `\ / r =t:, , 1 ► f... if �'.,, •••�/. II � � ��', . •� �r :tI (:(,; •!,I•',.:`�.•'•11'li,�li. •1 ., tl, r'. •awt I :\;\ I �.�,�.. " �' ,; :•'� .:�, ,. is .._ ��. 11. t fl \1�,.� - •�..,. ;• : .�. i :�. .,: •�;a..• ,' .err. 1 I,• • .• � 1 s._ �o. i'`1` •'� / '�,• �.•. .• / - ,.... • • ,' i i : irk: . �' .• � .�._-_ • •_ � /ram• �: � :i .+! , --•/ ` ` *t .A / ' a rt"r,.-.�t•.' ill.• i� j.i - . '�(' � I � �= Q Vt� / •� • 1. �� REFERENCE: Geologic Map of the Edmonds East and Part of the Edmonds West Quadrangles, Washington, by James P. Minard, 1983. .. ...... ....... F. 11 1• C*E NO. �� -Ll•Li Critical Areas Checklist ---------------------------------------------------------- Site Information (soils/topography/hydrology/vegetation) 1. Site Address/Location: 2. Property Tax Account Number: 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? -c, yes; no. If yes; how is site developed? Z 5. Describe the general site topography.Check all that apply. � Flat: less than 5-feet elevation change over entire site. p�Aj�®l "99- -i<� Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a 0009) j, horizontal distance of 66-feet). jc/9 Hilly: slopes present on site of 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): — 6. Site contains areas of year-round standing water: ; Approx. Depth: 7. Site contains areas of seasonal standing water: ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? Flows are seasonal? (What time of year? )• 10. Site is primarily: forested ; meadow : shrubs ; mixed urban landscaped (lawn,shrubs etc) * 'x' 11. Obvious wetland is present on site: ------------------------------�-t-----------------------For City Staff Use Only ------------- —---------- ----------------------------- 1 :. Site ts.zoneO... r 2 SCS mapped:soil.type(s)% l l*i i.A:d�0I1h h -T ^ �.. Wetland inventory or-C.A.- map :Indicates wetland present.on site A �. 4 - Critical Areasinventory or C.A.map indicates Critical Area on site?..- ra 5 Stte within designated.earth subsidence landslide hazard area? - 6: > Site designated -on --the Environmentally Sensitive Areas. MaO ... .F,.. DETER1MTION. RTt MY RFOUIRED CONDITIONAL WAIVER VJA VER i _ s i?t Reviewed by: f Planner ^w chk.doc; Rev 10/03/97 1 Date City of Edmonds CRITICAL AREAS CHECKLIST The Critical Areas. Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a 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. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, 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 assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner/Applicant: Cam\ `� .�. � `�' 1,.�.:_v�v �� �'� i_ �.^ •;� C �:.Y" � =-- Name Street Address City State Zip Telephone Signature Date c:recepdonljanalcac1.doc Applicant Representative: Name Street Address City State Zip Telephone Signature Date (over) City of Edmonds Critical Areas Determination Applicant: Nick and Renee Blattner Determination #: [CA-99-49 Project Name: Permit Number: Site Location: 116420 76th Avenue W Property Tax Acct #: 5131097 003 00 Project Description Addition to the Single -Family Residence Determination: Study Required: During review and inspection of the subject site, it was found that the site contains Steep Slope Hazard Areas pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). Based on these findings, prior to submission of any development permit, you will be required to satisfy the requirements of ECDC 20.15B by completing the following: Submit a topographic survey, prepared by a Licensed Land Surveyor, delineating the Steep Slope Hazard Areas. Any slope over 40% with more than 20 feet of rise will be classified as a Steep Slope Hazard Area. A 50-foot buffer is required for both the top and toe of the slope, with an additional 15-foot building setback. For development proposals which will occur within the 50-foot buffer or 15-foot building setback, it must be shown that the development will not adversely impact the Critical Area or its buffer by doing one or both of the following, depending on the outcome of the study: 1. For development proposals which will occur within the 50 foot buffer, but no closer than 25 feet from the top or toe of the slope, the buffer requirement may be reduced to 10 feet if a study is completed by a licensed geologist or geotechnical engineer which clearly demonstrates that the proposed buffer alteration will have no adverse impact upon the site, the public or any private party. 2. If development must occur within the critical area, buffer, and/or building setback, and is not identified as an exception per ECDC Chapter 20.15B, a Reasonable Use Exception and Variance must be obtained pursuant to ECDC 20.15B.170A and 20.15B.040C. All proposed development of the subject lot must meet the requirements of the ECDC Chapter 19.05 (Earth Subsidence and Landslide Hazard Areas). If the property owner wishes to apply for a specific development on the site, they may submit their proposal to the Planning Division for review. If staff finds that the proposed development permit will not adversely impact a Critical Area or its buffers, a conditional waiver may be issued on a project by project basis. Kate Galloway Name cc: CA-99-49 File 3/29/99 Date lnc.189v CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS, WA 98020 • (425) 771.0220 • FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering March 29, 1999 Nick and Renee Blattner 16420 76t' Avenue West Edmonds, WA 98026 Subject: Determination regarding Critical Areas Checklist # 99-49 Dear Applicant: BARBARA FAHEY MAYOR Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMP- ORTANT INFORMATION TO SE NOTED: PLEASE EXAMINE THIS" DETERMINATION' FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The `DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. 010, You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. 4111111111 Permit applications include the following: Enc: Determination * Architectural Design Board C: ReceptionUanalC R LTR.doc Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB".Land Use Applications Any other development permit applications. Thank you. Planning Secretary • Incorporated August 11, 1890 • Sister City - Hekinan, Japan LIU & ASSOC TES, INC. 0 Geotechnical Engineering Engineering Geology May 3, 1999 Mrs. Renee Blattner 16420 — 76`h Avenue West Edmonds, WA 98026 Dear Mrs. Blattner: Subject: Geotechnical Investigation Addition to Nicholas and Renee Blattner Residence 16420 — 76`h Avenue West Edmonds, Washington L&A Job No. 9037 INTRODUCTION Earth Science 1=01M RECEIVED SEP 10 1999 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS At your request, we have completed a geotechnical investigation for the proposed addition to your residence located at the above address. The addition consists of a two-story office area abutting the north side and a one-story kitchen and bedroom area extending from the south side of the house, with a new wood deck to be constructed on the west side of the house and the south addition. The purpose of this investigation is to evaluate subsurface conditions of the site, assess site stability and setback from steep slopes, and provide foundation recommendations for the proposed addition. Presented in this letter are our findings and recommendations. SURFACE CONDITIONS The general location of the residence is shown on Plate 1 — Vicinity Map. The residence site is a on a high bluff situated on a moderate to steep, west -facing slope descending down to the beach flat of Puget Sound. The residence is bounded by 76`h Avenue West ( becomes 75`h Place West as extends northward) on the east, the right of way of Burlington Northern Railroad on the west, and adjoined by single-family residences on the north and south. As shown on Plate 2 - Site Plan, the site is an irregularly -shaped, elongated parcel with about 105 feet frontage along 76th Avenue SW by about 280 feet deep. The existing house is located on a relatively flat building pad over the western one third of the site, accessed from 76th Avenue 19213 Kenlake Place NE Kenmore, WA 98028 Phone (425) 48379134 Fax (425) 486-2746 May 3 1999 Addition to Blattner Residence L&A Job No. 9037 Page 2 West by a gravel -surfaced driveway along the south boundary of the site to a carport located on in front of the house. Both the driveway and the building pad slope very gently down to the west. The driveway and the building pad are flanked on their north by a slope declining northward at about 30 percent average grade with localized grade as steep as 73 percent. Skirting the "west side of the building pad is a steep slope that descends westward at about 80 percent grade down to the right-of-way of Burlington Northern Railroad. The gently sloped ground on the north and west sides of the house is covered with lawn grass. The slope north of the house and the driveway is dotted with trees and covered by underbrush. The steep slope at the west end of the site is covered with berry bushes and wild grass. SUBSURFACE CONDITIONS The site is located near the south end of the well-known Meadowdale landslide area. The Geologicp of the Edmonds East and part of Edmonds West Quadrangles, Washington, by James P. Minard, published by U. S. Geological Survey in 1983, was referenced for the geological and soil conditions at the site. According to this publication, the surficial soil unit at the site and its vicinity is mapped as Vashon Till (Qvt), as shown on Plate 3 — Geologic Map. The geology of the Puget Sound Lowland has been modified by the advance and retreat of several glaciers in the past and subsequent deposits and erosions. The latest glacier advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation which had occurred during the later stages of the Pleistocene Epoch, and retreated from the region some 14,500 years ago. The Vashon Till was deposited directly by glacial ice during the most recent glacial period as it advanced over an eroded, irregular surface of older formations and sediments. It is a very dense mixture of unsorted clay, silt, sand, gravel, and scattered cobbles and boulders, often referred to as "hard pan". The Vashon Till over the top two to three feet is weathered to a medium dense state, and is moderately permeable and compressible. The underlying fresh till is very dense and is practically impervious to stormwater infiltration. The fresh till has the strength of a low-grade concrete and can stand in a steep natural or cut slope for a long period. If remains undisturbed LIU & ASSOCIATES, INC. May 3 1999 Addition to Blattner Residence L&A Job No. 9037 Page 3 and well -drained, the fresh till can provide excellent foundation support with little settlement expected. We probe the surficial soils in the areas north and west of the house where the addition is to be constructed by manually pushing a steel T-bar into the ground to get an indication of the density or consistency of the surficial soils. The probe bar could penetrate from 1.5 to 3.5 feet before meeting refusal. The ground probing results indicated that the site is most likely mantled with a layer of medium dense, weathered till underlain by very dense, fresh till at relatively shallow depths. RECOMMENDATIONS GENERAL Based on the geologic and soil conditions indicated on the above -referenced geologic map and our ground probing results, it is our opinion that the site is suitable for the proposed addition from a geotechnical engineering viewpoint. The site,, underlain by very dense, fresh till at shallow depths, is quite stable. Conventional footing foundations may be used for supporting the addition. GEOLOGIC HAZARDS Landslide Hazard According to the Landslide -Hazard Map prepared by GeoEngineers Inc. for the Meadowdale area of the City of Edmonds, the subject residence site is mapped as 31302. It indicates that the site has a 2% of probability of debris slides occurring over a 25 year period in soils that have not previously failed. The Vashon Till underlying the site at relatively shallow depths is of very high shear strength. It has strong resistance against soil movement. Therefore, it is unlikely for deep- seated landslide to occur at the site. Shallow, superficial, debris slide in the weathered till on steep slopes may occur during extended periods of very heavy precipitation. Such occurrence, however, can be minimized by prohibiting discharge of concentrated stormwater onto and maintaining vegetation cover on the steep slopes within the site. LIU & ASSOCIATES, INC. May 3 1999 Addition to Blattner Residence L&A Job No. 9037 Page 4 Seismic Hazard The Puget Sound region is classified as Seismic Zone 3 by the Uniform Building Code (UBC). Underlain by very dense, fresh till of very high shear strength, the site is not prone to liquefaction. The addition, nevertheless, should be designed for the seismic forces on the building during strong earthquakes. We recommend that a site coefficient, S = 1.2, be used for calculating seismic forces on the addition. Erosion Hazard The glacial till mantling the site has moderate to high resistance against erosion. Erosion hazard can be further mitigated by not allowing storm runoff to flow freely onto the steep slopes within the site or discharge of concentrated stormwater onto the slopes. BUILDING SETBACK The purpose of building setback from the top or toe of a slope is to establish a buffer zone between a structure and a slope, such that if a slope failure should occur, the damages to the structure can be minimized. In general, the greater the setback, the lower the risk for the structure to sustain damages from slope failures. Municipalities also use buffer and setback to minimize potential disturbance to critical or sensitive areas, in addition to mitigate damages to proposed developments. The northern addition of the office area will have a setback from about 9 to 17 feet from the top of the north slope, while the western addition of the wood deck will have a setback from about 33 to 42 feet from the top of the west slope. It is our opinion that the proposed addition has adequate setbacks if it is supported on footing foundations placed on or into the underlying, very dense, fresh till, as recommend in FOOTING FOUNDATIONS section of this report. FOOTING FOUNDATIONS Conventional footing foundations may be used for supporting the addition. The footing foundations should be placed on or into undisturbed, native, very dense fresh till. Water should LIU & ASSOCIATES, INC. May 3, 1999 Addition to Blattner Residence L&A Job No. 9037 Page 5 not be allowed to accumulate in excavated footing trench. Disturbed soils in footing trenches should be completely removed or thoroughly re -compacted prior to pouring concrete for the footings If the above recommendations are followed, our recommended design criteria for footing foundations are as follows: • Allowable soil bearing pressure for footing foundations, including dead and live loads, should be no greater than 4,000 psf. The footing bearing soils should be verified on -site by a geotechnical engineer after the footing trench has been excavated and before the footing is poured. • Minimum depth to bottom of perimeter footing below adjacent final exterior grade should be no less than 18 inches. Minimum depth to bottom of the interior footings below top of floor slab should be no less than 12 inches. • Minimum width should be no less than 12 inches for continuous wall footings, and no less than 24 inches for individual footings. A one-third increase in the above recommended soil bearing pressures may be used when considering short-term, transitory, wind or seismic loads. Based on our experience of similar multi -dwelling residential structures supported on similar soil conditions and for the above allowable soil bearing pressures, we estimate that the maximum total post -construction settlement of the buildings should be 1/4 inch or less and the differential settlement across building width should be 1/8 inch or less. Lateral loads can be resisted by the friction force between the foundations and the subgrade soils or the passive earth pressure acting on the below -grade portion of the foundations. For the latter, the foundations must be poured "neat" against undisturbed soils or backfilled with a clean, free - draining, compacted structural fill. We recommend that an equivalent fluid density (EFD) of 450 pcf (pounds per cubic foot) for the passive earth pressure may be used for lateral resistance. The above passive pressure assumes that the backfill is level or inclines upward for a horizontal LIU & ASSOCIATES, INC. May 3, 1999 Addition to Blattner Residence L&A Job No. 9037 Page 6 distance at least twice the depth of the foundations below final grade. A coefficient of friction of 0.65 between the foundations . and the subgrade may be used. These are unfactored ultimate values, and a proper factor of safety should be used in calculating the resistance against lateral loads on the building. SITE DRAINAGE Surface Drainage The finished ground around the proposed addition should be graded such that surface water is directed away from the addition. Water should not be allowed to stand within building limits or in areas where foundations, slabs -on -grade or pavements are to be constructed. Final site grades should allow surface runoff to be collected by catch basins and tightlined to discharge into a storm sewer if possible. Otherwise, stormwater should be tightlined to drain onto the flat, well - vegetated, lower portion of the slope north of the driveway. A 4-inch, perforated, PVC line at least 25 feet long should be attached to the tightline to disperse water over a large area to reduce velocity of the water flow and to minimize erosion potential. Roof downspouts must be separately tightlined to discharge. Groundwater Drainage A subdrain system should be installed around the perimeter footings of the addition to minimize accumulation of groundwater under the addition. The subdrain should consist of a 4-inch- minimum-diameter, perforated, rigid, drain pipe, laid a few inches below the bottom of perimeter footings. The trench and the drain line should have a sufficient gradient to generate flow by gravity. The drain line should be wrapped with a layer of non -woven filter fabric, such as Mirafi 140N or equivalent, and completely embedded in free -draining pea gravel. The remaining trench may be backfilled with on -site soils. Water collected by the perimeter footing subdrain should be also be tightlined to discharge as described above. LIU &'ASSOCIATES, INC. May 3, 1999 Addition to Blattner Residence L&A Job No. 9037 Page 7 LIMITATIONS This report has been prepared for the specific application to the subject residence for the exclusive use of Nicholas and Renee Blattner and their consultants and representatives. We recommend that this report, in its entirety, be included in the project contract documents for the information of the prospective contractors for their estimating and bidding purposes. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. The scope of this study does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in this report for design considerations. Our recommendations and conclusions are based on the geologic and soil conditions shown on the above -referenced geologic map. We have not explored the site subsurface conditions with test pits or test borings due to budget constraint. The conclusions and recommendations are professional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty, expressed or implied, is made. CLOSURE We are pleased to be of service to you on this project. Please call if you have any questions. Three plates attached Yours very truly, LIU & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D., P.E. Consulting .Geotechnical Engineer LIU & ASSOCIATES, INC. it ol 465� ' O NS' '* y � a � 2 PL Sw NOW �aM RD d� � $T w x BEACH Q'� =sr sr � s's 2 147 F tir r a FISHER 3: �� s 148 a PL w 48TH rw Sw PL > e s sT (NO 51 ST �50TM a: a> pZN PL SW < uvrw le v J �s9/'y� SII Pl SW �� ' �y z IS = n 1'50Tq' sm PL _ 3 ^ rz 15 D 9G po"a ST �a S PL 3 = 152 D ST a < < 153RQ � a Q ir 3t a a PL SW � � a ,� 156TN 153RD p S/TH v� ST SW ,n s sw ' /'. > J •. 157TH ST SW s 58TH L aJ n a /ISB57TM pl P� 60TH —15 Tk! tm-_ 4—59 WHARF = �7,I, 1 TH vl . SW. ..: PL SW 160 ST W r >• <• a { Av 09�F 16 = BROWNSlsztro161ST L SW 1630 s 5y a C s L a' ' 163RD L SW BAY ` — r 165TTM71 =jp iE CT ST = � : 1 � 164ST W E 1 clill ^��o I — — Pl—Sir-- _ ME VALE 'L� a m 3 PLAYFIELOS� HID s �': 168T ST 6eTM PL sw . C1.1 NEi100NDALE 169T 3K 3 Jn 6g r HS PL SW ! ��t t►�r �R'= 9� - - 6 - 170TR : ■ 170TH PL SW SW 172ND� ` ST SW I IST ST �i SE a SW t j12 , ..... . 172ND $W r f 173PD < 3 e 173 ST Sw BFgC PlM ohjE 72NO 172N SW PL 174TH • S1 >;< 17 ST u ` 173 1 SW , 175TH ST SW 17 Si 176 K'y -' O 7+�"c - o 17s7H do= Nrt i ! z 1 TH a 176T x o . ST'A L ■ .. > 3 � tnm st Pl SN 77TH 5T 1Sw 6E a a 1I87H � � _ 1 178TH ST SN 1T T sr = ne7H > PL COU4N�ISN 178 H PL SW '< '3 z ,S; t 18 TH T , ^ sw] HSRISTIAN 18 TH vi � FL SW ST` 1 sr 1 ��,� 1815T S SN 0 t 3 s SM PL 7i� ss a< s 181ST PL S:.'s 1 182 T Sw 1 D ST , r. s sr 1 7 183RD 1 1 SW 3 '1 4 56� = T ;� PL SW , s i ., r -,aTM < 83RD 5 1 r 182ND r cli 165TH ST Sw ST > < ST Q 1ST p1Pl Sw sr sr < ►�< = 185TH a P ! . 7TU TH ' < a 1 ^ < 186T ST SN ` . ';' I TH rN of sr 3 — Q a a 87TH Q 186TH ' ; Pli SW 11 s sT 3rl 187TH PL SW R �+ IeeTH p FS 188TH ST PENNY L = 189TH DL SW. 's 189TH PL SW� IN o, qA = VICINITY MAP LIU & ASSOCIATES, INC. NICHOLAS AND RENEE BLATTNER RESIDENCE 16420 - 76TH AVENUE WEST Geotechnical Engineering Engineering Geology Earth Science EDMONDS WASHINGTON JOB NO. 9037 DATE 5/1/99 PLATE 1 w :% I/•'.`; y / j r / G / j I /'' �o✓ / ' r'' 1 'i70'I W W iL / 'j I `IW �' G+J/� 1i,•"�� .rye W L , 8f/ Q(o[7" f' `o Iyv��` i I i' W �... 5--- —�.- y soh W qo Z I- Z 'iS7EPS""_ ' --C ��\ f" // /�� �jsFND. R'��G ' /' �1 ' _ J J W (A W / • i ij' / - - �- LS 9475' • d > Q F > (JUKE 1997) �20 ` = 87 f Q Q / .1 1 N 8775' J" W 282.14 t 4 w ot ��A ``� �`7 / _ SE CORNER OF / �' ' / /' Y W CNF z _ r / j'. r �:': cz 1//,• j 1/2 OF LOT 2 // �; / ems' ' /' j /' ' 0 70 'CfDAq� Z Q o PREVIOUS 'r.j%:', �� i :�� Q SLIDE AREA O /m FND. P.K. NAIL. 2 Z 202, WOOD �� C/�!V- -/ ..1f I END NOT FOUND,,x$'dH (TOP)= RET. � iSfRa; CARPORrI A `WALL AVE pRJVEW i P LE((N =97.1 p ;6420 ,1I GR. f=97.' N 8737'J9' 1 ,S_I ♦ / •,��6� �' r= �� - - _ 1 _ ! Al BYJS:LT e*fC284.53 l �—�- �� P j,> 9 �9 �1; _ FND. RIC I c %r !,! o jt21.82(C) 121.81(HLA) w Ls 94$5 I U i 6'0 SUPPORT POSTS(TYP.) 16..71 50: , ! ', • NS �_._ ,_ ROC ERr a e- ~� (JUNE 1997) / x r i BS'46 44 C �1 - ��: FND. PAC' i' '— jt N 8548'24'-WHLAr 00 ix�X, i �00 //I� __ LS 9435 2.'S' WIRE FE1ftE >� / /' / /(JUNE 1997) : { E 0 w 7/ / \ ! r (A1NE 1997) i710 PER ROS VOL 40, PG.' J6 L F BLA AREA DOES NOT CLOSE j �. �, SFR PROP LINES ARE APPROk / 90 `\�• `�`- 1 c I)- - — — — — — — — — — ,40 4 G1� s ~�. _ CH (TYPE I)- '� ; •c — — — — 176508 \ ' 8- RCP (NE a — -- -- — — — 12' RCP (W c _s gip. _ , H w U C C U N O m V11 ov ��I �lyl III � .'�:. I� .``` // ...� '. ,, ...� � •�I . •i ► �!'�.. :w 9 I.\- 11\ -\ ► r 1 i. ss ;-w �I'�� Ir �i `•\•'l, ♦ l ..`- `, 11 1 I I li �' .-..�i � �.. ll ��, _.i � 7 (, r�l t ir� ' l•. � � � \ - -1. - - 1 •- , �1. M(�'adMki-- l ' ,` �. j•: fir•, ,�,�;� , '. ��; I �., I'� .1004 1 '-1 it �"'� , ^. 1 j 11 ..; / / -���' � !. ° V +' - ,• I / `/•• / /. / •/ •I�• ( 1 \i•, ill Ii :I .�:_�.� ', / -,\ ice... PROJECT SITE ' gib•/ i I i�i� / �� I ( � w ;'�' �>•!y yi I I'' : � 1 q ... . ` ' ` - I l -, i ill �L r ,� 4�• �--r t � L t I , •i: f �4l I• I I I. It ,'i. 1 It 9RHii /� �\. �� t ` �^\ � t ' • t� ti ,. I •, 1, "•. A!V' hj 1 ( ry M! � /D� 1`; � III (' P-��7. �� ����` '•. •� .-.i��,�C1. ' I,_ 1 :.o � � l / �I , I 'i,l (/ �•� , i/• /��`�� ,1 j fr �i�l > �;� �r i�l i� /.! ` dG.'ffiaW -•`n r• "�" •>>.��' , • � � � .. � \� \ - ^. is 4 ��° �'}i� �c—a l,`� � ;.,,\tip i• t .� ( • r � �' � - Irvlie . ` , � � \ \1 r{\ram•+. �' 1. / JY �+1 .^il •. i •'.j+ —., _ , Lo I Id t= / ..:r•J `. ; • yi 'ya ..//I / v '.` i -1 v.-:ill- I. I 14• •�l!i , ` �`. }} +/ ► l/\�'}..� , ( 'I I,rl!, f/ 41. J � �'_ Cava' 1/ : i±•' .' REFERENCE: Geologic Map of the Edmonds East and Part of the Edmonds West Quadrangles, Washington, by James P. Minard, 1983. GEOLOGIC MAP LIU & ASSOCIATES, INC. NICHOLAS AND RENEE BLATTNER RESIDENCE 16420 - 76TH AVENUE WEST Geotechnical Engineering' Engineering Geology' Earth Science EDMONDS WASHINGTON JOB NO. 9037 1 DATE 5/1/99 1 PLATE 3 LIU & ASSOCIATES, INC. Geotechnical Engineering Engineering Geology Earth Science May 3, 1999 Mrs. Renee Blattner 16420 — 76 h Avenue West Edmonds, WA 98026 Dear Mrs. Blattner: Rk�cE'1 SEp ' RFD °t' corPYftr s o 1999 Subject: Geotechnical Investigation Addition to Nicholas and Renee Blattner Residence 16420 — 76 h Avenue West Edmonds, Washington L&A Job No. 9037 INTRODUCTION At your request, we have completed a geotechnical investigation for the proposed addition to your residence located at the above address. The addition consists of a two-story office area abutting the north side and a one-story kitchen and bedroom area extending from the south side of the house, with a new wood deck to be constructed on the west side of the house and the south addition. The purpose of this investigation is to evaluate subsurface conditions of the site, assess site stability and setback from steep slopes, and provide foundation recommendations for the proposed addition. Presented in this letter are our findings and recommendations. SURFACE CONDITIONS The general location of the residence is shown on Plate 1 — Vicinity Map. The residence site is a on a high bluff situated on a moderate to steep, west -facing slope descending down to the beach flat of Puget Sound. The residence is bounded by 76 h Avenue West ( becomes 75 h Place West as extends northward) on the east, the right of way of Burlington Northern Railroad on the west, and adjoined by single-family residences on the north and south. As shown on Plate 2 - Site Plan, the site is an irregularly -shaped, elongated parcel with about 105 feet frontage along 76th Avenue SW by about 280 feet deep. The existing house is located on a relatively flat building pad over -the western one third of the site, accessed from 76v' Avenue 19213 Kenlake Place NE Kenmore, WA 98028 Phone (425) 48379134 Fax (425) 486-2746 May 3 1999 • Addition to Blattner Residence L&A Job No. 9037 Page 2 West by a gravel -surfaced driveway along the south boundary of the site to a carport located on in front of the house. Both the driveway and the building pad slope very gently down to the west. The driveway and the building pad are flanked on their north by a slope declining northward at about 30 percent average grade with localized grade, as steep as 73 percent. Skirting the west side of the building pad is a steep slope that descends westward at about 80 percent grade down to the right-of-way of Burlington Northern Railroad. The gently sloped ground on the north and west sides of the house is covered with lawn grass. The slope north of the house and the driveway is dotted with trees and covered by underbrush. The steep slope at the west end of the site is covered with berry bushes and wild grass. SUBSURFACE CONDITIONS The site is located near the south end of the well-known Meadowdale landslide area. The Geologic Map of the Edmonds East and part of Edmonds West Quadrangles, Washington, by James P. Minard, published by U. S. Geological. Survey in 1983, was referenced for the geological and soil conditions at the site. According to this publication, the surficial soil. unit at the site and its vicinity is mapped as Vashon Till (Qvt), as shown on Plate 3 — Geologic Map.. The geology of the Puget Sound Lowland has been modified by the advance and retreat of several glaciers in the past and subsequent deposits and erosions. The latest glacier advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation which had occurred during the later stages of the Pleistocene Epoch, and retreated from the region some 14,500 years ago. The Vashon Till was deposited directly by glacial ice during the most recent glacial period as it advanced over an eroded, irregular surface of older formations and sediments. It is a very dense mixture of unsorted clay, silt, sand, gravel, and scattered cobbles and boulders, often referred to as "hard pan". The Vashon Till over the top two to three feet is weathered to a medium dense state, and is moderately permeable and compressible. The underlying fresh till is very dense and is practically impervious to stormwater infiltration. The fresh till has the strength of a. low-grade concrete and can stand in a steep natural or cut slope for a long period. If remains undisturbed LIU & ASSOCIATES, INC. May 3, 1999 • Addition to Blattner Residence L&A Job No. 9037 Page 3 • and well -drained, the fresh till can provide excellent foundation support with little settlement expected. We probe the surficial soils in the areas north and west of the house where the addition is to be constructed by manually pushing a steel T-bar into the ground to get an indication of the density or consistency of the surficial soils. The probe bar could penetrate from 1.5 to 3.5 feet before meeting refusal. The ground probing results indicated that the site is most likely mantled with a layer of medium dense, weathered till underlain by very dense, fresh till at relatively shallow depths. RECOMMENDATIONS GENERAL Based on the geologic and soil conditions indicated on the above -referenced geologic map and our ground probing results, it is our opinion that the site is suitable for the proposed addition from a geotechnical engineering viewpoint. The site, underlain by very dense, fresh till at shallow depths, is quite stable. Conventional footing foundations may be used for supporting the addition. GEOLOGIC HAZARDS Landslide Hazard According to the Landslide -Hazard Map prepared by GeoEngineers Inc. for the Meadowdale area of the City of Edmonds, the subject residence site is mapped as 31302. It indicates that the site has a 2% of probability of debris slides occurring over a 25 year period in soils that have not previously failed. The Vashon Till underlying the site at relatively shallow depths is of very high shear strength. It has strong resistance against soil movement. Therefore, it is unlikely for deep- seated landslide to occur at the site. Shallow, superficial, debris slide in the weathered till on steep slopes may occur during extended periods of very heavy precipitation. Such occurrence, however, can be minimized by prohibiting discharge of concentrated stormwater onto and maintaining vegetation cover on the steep slopes within the site. LIU & ASSOCIATES, INC. May 3, 1999 Addition to Blattner Residence L&A Job No. 9037 Page 4 Seismic Hazard The Puget Sound region is classified as Seismic Zone 3 by the Uniform Building Code (UBC). Underlain by very dense, fresh till of very high shear strength, the site is not prone to liquefaction. The addition, nevertheless, should be designed for the seismic forces on the building during strong earthquakes. We recommend that a site coefficient, S = 1.2, be used for calculating seismic forces on the addition. Erosion Hazard The glacial till mantling the site has moderate to high resistance against erosion. Erosion hazard can be further mitigated by not allowing storm runoff to flow freely onto the steep slopes within the site or discharge of concentrated stormwater onto the slopes. BUILDING SETBACK The purpose of building setback from the top or toe of a slope is to establish a buffer zone between a structure and a slope, such that if a slope failure should occur, the damages to the structure can be minimized. In- general, the greater the setback, the lower the risk for the structure to sustain damages from slope failures. Municipalities also use buffer and setback to minimize potential disturbance to critical or sensitive areas, in addition to mitigate damages to proposed developments. The northern addition of the office area will have a setback from about.9 to 17 feet from the top of the north slope, while the western addition of the wood deck will have a setback from about 33 to 42 feet from the top of the west slope. It is our opinion that the proposed addition has adequate setbacks if it is supported on footing foundations placed on or into the underlying, very dense, fresh till, as recommend in FOOTING FOUNDATIONS section of this report. FOOTING FOUNDATIONS Conventional footing foundations may be used for supporting the addition. The footing foundations should be placed on or into undisturbed, native, very dense fresh till. Water should LIU & ASSOCIATES, INC. May 3, 1999 • Addition to Blattner Residence L&A Job No. 9037 Page 5 not be allowed to accumulate in excavated footing trench. Disturbed soils in footing trenches should be completely removed or thoroughly re -compacted prior to pouring concrete for the footings. If the above recommendations are followed, our recommended design criteria for footing foundations are as follows: • Allowable soil bearing pressure for footing foundations, including dead and live loads, should be no greater than 4,000 psf. The footing bearing soils should be verified on -site by a geotechnical engineer after the footing trench has been excavated and before the footing is poured. • Minimum depth to bottom of perimeter footing below adjacent final exterior grade should be no less than 18 inches. Minimum depth to bottom of the interior footings below top of floor slab should be no less than 12 inches. • Minimum width should be no less than 12 inches for continuous wall footings, and no less than 24 inches for individual footings. A one-third increase in the above recommended soil bearing pressures may be used when considering short-term, transitory, wind or seismic loads. Based on our experience of similar multi -dwelling residential structures supported on similar soil conditions and for the above allowable soil bearing pressures, we estimate that the maximum total post -construction settlement of the buildings should be 1 /4 inch or less and the differential settlement across building width should be 1/8 inch or less. Lateral loads can be resisted by the friction force between the foundations and the subgrade soils or the passive earth pressure acting on the below -grade portion of the foundations. For the latter, the foundations must be poured "neat" against undisturbed soils or backfilled with a clean, free - draining, compacted structural fill. We recommend that anequivalent fluid density (EFD) of 450 pcf (pounds per cubic foot) for the passive earth pressure may be used for lateral resistance. The above passive pressure assumes that the backfill is level or inclines upward for a horizontal LIU & ASSOCIATES, INC. r May 3, 1999 • • Addition to Blattner Residence L&A Job No. 9037 Page 6 distance at least twice the depth of the foundations below final grade. A coefficient of friction of 0.65 between the foundations . and the subgrade may be used. These are unfactored ultimate values, and a proper factor of safety should be used in calculating the resistance against lateral loads on the building. SITE DRAINAGE Surface Drainage The finished ground around the proposed addition should be graded such that surface water is directed away from the addition. Water should not be allowed to stand within building limits or in areas where foundations, slabs -on -grade or pavements are to be constructed. Final site grades should allow surface runoff to be collected by catch basins and tightlined to discharge into a storm sewer if possible. Otherwise, stormwater should be tightlined to drain onto the flat, well - vegetated, lower portion of the slope north of the driveway. A 4-inch, perforated, PVC line at least 25 feet long should be attached to the tightline to disperse water over a large area to reduce velocity of the water flow and to minimize erosion potential. Roof downspouts must be separately tightlined to discharge. Groundwater Drainage A subdrain system should be installed around the perimeter footings of the addition to minimize accumulation of groundwater under the addition. The subdrain should consist of a 4-inch- minimum-diameter, perforated, rigid, drain pipe, laid a few inches below the bottom of perimeter footings. The trench and the drain line should have a sufficient gradient to generate flow by gravity. The drain line should be wrapped with a layer of non -woven filter fabric, such as Mirafi 140N or equivalent, and completely embedded in free -draining pea gravel. The remaining trench may be backfilled with on -site soils. Water collected by the perimeter footing subdrain should be also be tightlined to discharge as described above. LIU & ASSOCIATES, INC. May 3, 1999 • Addition, to Blattner Residence L&A Job No. 9037 Page -7 LIMITATIONS This report has been prepared for the specific application to the subject residence for the exclusive use of Nicholas and Renee Blattner and their consultants and representatives. We recommend that this report, in its entirety, be included in the project contract documents for the information of the prospective contractors for their estimating and bidding purposes. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. The scope of this study does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in this report for design considerations. Our recommendations and conclusions are based on the geologic and soil conditions shown on the above -referenced geologic map. We have not explored the site subsurface conditions with test pits or test borings due to budget constraint. The conclusions and recommendations are professional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area. No warranty, expressed or implied, is made. . CLOSURE We are pleased to be of service to you.on this project. Please call if you have any questions. w0� WAS 1 27569 q � IOIVAL 1 Env&$ 7 / 17 / `t Iq 1 Three plates attached Yours very truly, LIU & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D., P.E. Consulting Geotechnical Engineer LIU & ASSOCIATES, INC. 5ti r w F— �" a '" o•01s-- -- 7 yi.... NOW RU Tw o BfA46 ao CH �' , �� is , =sT sr �s �. • t _ : > FISHER a: `� s ItBTH �Q,jj Ci a b PL M 148TH aerx 9a sr NOW Si < a ' S1 ST 7 • Q. �SDTM a' io < SW 149TH sw 14 r = = •Qr 5>w a ��9 Sll Z Pl 14 ypSN oPL ti = ' I PL . N 15 9G ape a ST a $ PL 3 ^ 1521 ID PL SW » t; a 156TH 153RD 54TH ?� P • ' _.. _ � ST SW _ s i �� _ 39 a a > 117TH ST SW SBTH L � ,� d 577q 1 pt SW �, —1 Tkt PL sw LACOUDIUR^ NllARF = 4i/�o TM PL SW �. PL SW 160 nI STD ! AV 9�i 16 = a• �JcQ= a �a ! 162ND ' n a 1615T L SW BROWNS > 63RD _ sw BAY _ ,. P PROJECT > ; 1630 L SM SITE 1 s 'eL-Sif— - - - _ Mf ALE,s ... 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NICHOLAS AND RENEE BLATTNER RESIDENCE 16420 - 76TH AVENUE WEST Geotechnical Engineering • Engineering Geology • Earth Science EDMONDS WASHINGTON JOB NO. 9037 DATE 5/1/99 PLATE 1 0' Lu LLJ QQ /2 / . !1 h i/ /' /' !f / i /%/ /� / /' 'J%//, /� ' /° ' ' r 'r. / ! O �j//Jp O U z a. 4 1 414 C 0 ID 0 U) !gipAll LU F- �v,�; r/�� ;�, �. ° IL x co z 50 ------ W 0 rn W qo 0 Z8 Z W z 77 < Z R _J _j W W LLI STEPS FMNII. -4TiE 45e Y LL > LS P_ S 7� < WNE 1997) . i__Q _'. w w co N 8;'3.5'fj' W ?BZ14 :4 %w 7: U5 I_Z zo 0— (D w G-4 SE CQR,14ER (9, Z ICNF NL 112 Or LOT 2 0 c N � z U Z4 < CD w < J F—PRMUZIF 0 P.K.NAIL X I SLIDE AREA Z n �o /"-'. °/h ,t 0! r ; + WOOD } / ) Z 20' z —S. 04D NOT FOUND, ;MH (TOP)= CARPORT VEWAY. 1,E. (N)=97.f RET SFR LE (S)=9T' GRAVE!- LL zz' '6420�� / 'CONC. WALJ*..'-::,._j N 877r39* 1*-'&-_4 7 p WD. RIC 'am,_284.53 LS 9435 lf2l.82(I51(BLA) 'JUNE ) SUPPORT POSTS(TYP) ROC I" I 7� % c 2-5' WRE 5 44 '94 5 x FENCE � I (DUNE 1997) f W W IP LS 4661 (JJNE 1997) 71 PER ROS VOL 40, PG. .36 BLA AREA DOES NOT CLOSE PROP LINES ARE APPROX SFR ce (TYPE �LJJ8- RCP (NE 116508 U 4) 12' RCP (W c — — — — — — — — — — — — -- — — — — — — — — — — — w or Fp rA 1 B A -3 ► Its°:.;Y'�_� '� � .�� i'. � .*�.�j ir L r A n;�. PROJECT . _ :, 11ai;=_; SITE %!' / 1 Ali. t 1 t;; S r ..._- ?i'11 •'^t' I; �Iiil `s, ■say �4�' `. �/ , '� �, �.Lr r:- ,.i. ., .,, Q•I it'•r r`t:• , It' •!�• hit ,y,� • _ ; w .\�i'1 r „.�..r� ``Y�`• �'� \• ``i 1.1 . • LQ t '�Y I' ! : ;. f!. L17. �`�'�"j. '�'t; T� .._ :�_�1.�,:\�' .. Ij,J' r:;�ti'1 �r •\, • t�. ��,� .,. ..�..'1 ,t%% :, :; .:` ]\\ ,.%. � ..... . .:1'. s :'a•kf a:—. � 'M r /' � �' mot.: 1 � ,{. • .. +t . +` • a�'�•r•.�t� 1i._.1`� i ,, ( t �� - � I� . .*..�'.- ."�nr .•\, .. .� Y•. . REFERENCE: Geologic Map of the 1Edmonds East and Part of the Edmonds West Quadrangles, Washington, by James P. Minard,1983. GEOLOGIC MAP LIU & ASSOCIATES, INC. NICHOLAS AND RENEE BLATTNER RESIDENCE 16420 - 76TH AVENUE WEST Geotechnicai Engineering • Engineering Geology' Earth Science EDMONDS WASHINGTON JOB NO. 9037 DATE 5/1/99 PLATE 3 RETURN ADDRESS: City of Edmonds, City Clerk 121 5th Avenue North Edmonds, WA 98020 CONFORMED COPY 200006050421 06/05/2000 01:16 PM Snohomish P.0007 RECORDED County COVENANT OF NOTIFICATION AND INDEMNIFICATION/HOLD HARMLESS Reference #: _ 2,00?��5 Grantor(s): (1?, Additional on pg. Granter(s): City of Edmonds Legal Description (abbreviated): Sec Twn Rng Qtr 5�/ OR Lot lock z 5 n''l Plat Assessor's Tax Parcel ID#(s): (1) s �3� — oq� - 0�-3_ o oaf (2) Assessor's Tax Parcel ID# not yet assigned CITY OF EDMONDS APPROVED FOR RECORDING i BY: _ L. DATE: ! UPAGE 1 OF J Under the review procedures established pursuant to the State Building Code,_ incorporating amendments promulgated by the City of Edmonds, and as- a prerequisite to the issuance of a building permit for the construction of a residential structure and attendant facilities, the undersigned OWNERS of property do hereby covenant, stipulate and promise as follows: EAPPROVED FOR RECORDING: DATE: Q __ OF 1. Description of Subject Property This covenant of notification and indemnification/hold harmless relates to a tract of land at the street address of --"l C,�� �`.`� . vJ .-��"`.'oS , �,�-� (insert street address), Edmonds Snohomish County, Washington and legally described as: 2. Notification and Covenant of Notification The above referenced site (hereinafter `subject site") lies within an area which has been identified by the.City of Edmonds as having a potential for earth subsidence or landslide hazard. The risks associated with development of the site have been evaluated by technical consultants and engineers engaged by the applicant as a part of the process to obtain a building permit for the subject site. The results of the consultant's reports and evaluations of the risks associated with development are contained in building permit file number (insert number) on file with the City of Edmonds Building Department. Conditions, limitations, or prohibitions on development may have been imposed in accordance with the recommendations of APPROVED FOR RECORDING: BY: -0-QV DATE: t1`D PAGE _7 OF the consultants in the course of permit issuance. The conditions, limitations, or prohibitions may require ongoing maintenance on the part of any owner or lessee or may require modifications to the structures and earth stabilization matters in order to address future or anticipated changes in soil or other site conditions. The statements and conditions proposed by the OWNERS' geotechnical engineer, geologist, architect and/or structural engineer are hereby incorporated by reference from the contents of the file as fully as if herein set forth. Any future purchaser, lessee, lender"or any other person acquiring or seeking to acquire an interest in the property is put on notice of the existence of the content of the file and the City urges review of its contents. The file may be reviewed during normal business hours or copies obtained at the Building Department, City of Edmonds, 121 5th Avenue North, Edmonds, Washington 98020. 3. Indemnification and Hold Harmless The undersigned OWNERS hereby waive any and all liability associated with development, stating that they have fully informed themselves of all risks associated with development of the property and do therefore waive and relinquish any and all causes of action against the City of Edmonds, its officers, agents and employees arising from and out of such development. In addition, the OWNERS on behalf of themselves, their successors in interest, heirs and assignees, do hereby promise to indemnify and hold harmless the City of Edmonds, its officers, agents and employees from any loss, claim, liability or damage of any kind or nature to persons or property either on or off the site resulting from or out of earth subsidence or landslide hazard, arising from or out of the issuance of any permit(s) authorizing development of the site, or occurring or APPRO FOR RECORDING: BY:DATE: PAGE_. OF arising out of any false, misleading, or inaccurate information provided OWNERS, their employees, or professional consultants in the course of issu n the the building permit. ance of 4. Insure �epuirement In addition to any bonding which may required during the course of development, the Community services Direc be 06/has not (strike one) specifically required the maintenance of an ' for anc for public liability coverage in the amount and for the time set forth below ie policy order to provide for the financial responsibilities established through the indemnification and hold harmless agreement above: 5. Covenant to Touch and oncern the_ Lance This covenant of notification and indemnification/hold harmless touch es tract and shall run with the land, binding, obligatingand/or d concerns the subject inuring to the benefit of future owners, heirs, successors and interests or any other person or acquiring an interest in roe entity property, rty, as their interest may appear. This provision shall not be interpreted to require a mortgagor or lender to indemnify the City ept the extent of their loss nor to obligate such persons to maintain the insurance abo to required. ce above APPROVED FOR RECORDING: Pp DATE - PAGE DONE this_day of ,199111. OUWER(S B By STATE OF WASHINGTON ) COUNTY OF 1 kj ss: I ce 'fy that I know or have satisfactory evidence that I� nc c signed this instrument and acknowledged it to b (his%ier) free and voluntary act for the. ur poses mentioned in this instrument. p DATED this u±I-� day of ROXANNE E. HAUTH' STATE OF WASHINGTON NOTARY - -- PUBLIC MY COMMISSION EXPIRES 9-05-00 LATENp\BI]ILDINGXMAD0WC0VENANT 19e. NOTARY PUBLIC My commission expires: STATE OF W HINGTON ) COUNTY OF c ) ss: APPROVED FOR RECORDING; B'k DATE PAGE OF I c rtify that I know or have satisfactory evidence signed this instrument and acknowledged it to be (his/her) free and voluntary act for the purposes m this instrument. entioned in D da of 119901 ROXANNE E. HAUTH ~� ` STATE OF WA SHIN6TON NOTARY--0-- ._... � PUBLIC NOTARY PUBLIC MY COMMISSION EXPIRES 9-05-00 My commission expires:�� L:\TEMPIBUILDING\M-EA.DOWICOVENANT Legal Description 16420 76Ih Ave W. Edmonds, WA 98026,��i��� Tax ID: 5131-097-003-004 PARCEL "A": The south half of Lot 3 and all of Lot 4, block 97, plat of Meadowdale Beach, according to the plat thereof in volume 5 of plats, page 38, Snohomish County Washington together with that portion of vacated road adjacent to end west of said Lot 4 and south half of Lot 3; being north of westerly prolongation of south line of said Lot 4 and south of the westerly prolongation of the north line of the south half of said Lot 3. PARCEL "B": Lots 25 and 26, block A, plat of Meadowdale Tide Lands according to the plat recorded in volume 6, page 28, records Snohomish County Washington. PARCEL "C": That portion of tract 90, plat of Meadowdale Beach, according to the plat recorded in volume 5, page 38, Snohomish County Washington, lying south of the easterly projection of the north line of the south half of Lot 3, block 97, plat of Meadowdale Beach and north of the easterly projection of the south line of Lot 4, block 97, of said plat of Meadowdale Beach, together with that portion of a vacated 40 foot road lying between said portion of tract 90 and said south half of lot 3 and lot 4, block 97 in said plat end south of the easterly projection of the north line of said lot 3, and north of the easterly projection of the south line of said lot 4. Except that portion lying easterly of the westerly margin of the county road. Situate in the County of Snohomish, State of Washington. May 8, 2000 �S?49 Q ~! 49 qQlf DECLARATION 0 Q k -� S WMl 0 r- sfil'o. S,2 '0, c We, Nicholas Blattner and Renee Blattner, owners of the property at 16420 76th Avenue West, Edmonds, WA 98026 declare and warrant to The City of Edmonds the following: 1. We have applied for permit to remodel our house in the Meadowdale Landslide complex. (Plan Check #99-327) 2. We are aware of the drainage requirements with regards to the application and have entered into an agreement with The Chillelli's (Plan Check #99-52) for joint management of our storm water into an approved BNSF RR system. 3. We have had Western Surveyor's create detail drawings showing the easement and installation requirements. 4. We have had agreements drawn up by Luke & Casteel, P.S.C. memorializing an easement and maintenance agreement between the two parties. (See attached documents) 5. We are submitting the "PIPE LINE LICENSE" aareemer_t that will be executed by the Chillelli's as soon as their permit is issued. 6. We understand the City's requirement for approved drainage systems and believe that we have created with the Chillelli's the most sensitive slope management approach possible and therefore, if for some reason that the Chillelli's permit is not issued for any reason we will on or before July 1, 2000 enter into an agreement with Western Surveyor's for the design of a new storm water approach. 7. We, therefore do not expect the City to give us a final occupancy permit till the drainage requirement is meet per the Meadowdale Landslide Complex Requirement's. mef pr— Page 1 of 2 Renee er DATE X 2 Tdd Nicholas Blattner . %%ODVMK. STATE OF WASHINGTON ) ss.� A; COUNTY OFly{( ) = a 7 ' certify that I know or have satisfactory eviden%ye Blattner signed this document and acknowledged itq and voluntary act for the purposes mentioned in this Dated this b day of�Q�% STATE OF WASHINGTON COUNTY OF ent. o ! d I certify that I know or have satisfactory evidendA"#Vh'4"t 9 Blattner signed this document and acknowledged it t8"thyelsol ` free and voluntary act for the purposes mentioned in this document. Y�1 ,�,n Dated this day of'7 �, lals"2-&00 tr IV C-tr" NOTARY PUBLIC - commiss Page 2 of 2 200 Z res : '4QNt Ly, 2.&0 Z- I Aler Zeman Associates Into. Geoteclinical and Environmental Consulting J-560 RECEIVED May 4,2000 City of Edmonds MAY 0 8 2000 Community Services Department 250 — 5`s Avenue North DEVELOPMENT SERVICES CTR. CITY OF EDMONDS � U � L D I M G Edmonds, Washington 98020 � Attention: Ms. Jeannine Graf, Building Official MAY - 2000 Subject: Geotechnical Review: Supplemental Comments Proposed Addition/Remodel of Blattner Residence 16420 76th Avenue West Edmonds, Washington Dear Ms. Graf. This letter supplements our September 28, 1999 letter, following review -of supplemental application documents for the referenced project. A January 17, 2000 letter by the engineer was sent to us with your transmittal on March 16, 2000. The plan review number for this project is 99-327. The geotechnical report by .Liu & ' Associates, Inc. dated May 3, 1999 is ` based on reconnaissance, hand probing, and review of a geologic map. The engineer (Liu & .Associates, Inc.) has completed additional work to confirm that conditions are consistent with those assumed for the design. It is our recommendation that the geotechnical information provided with this permit submittal be considered complete. An updated "Summary of Submittal Status" is enclosed with this letter. We appreciate the opportunity to have provided this review. Please feel free to call if you have any questions or need additional information. Enclosure: Respectfully su Zipper Zeman, John E. Zipper, President Summary of Submitial,Siatus: May 4,-2000 19231 - 36th Avenue W, Suite B201 Lynnwood, Washington 98036 EXPFRFSl�1 / 4 / d ( �+ (425) 771 - 3304 1560,050400 City of Edmonds • Blattner Residence: Enclosure Proposed Addition/Remodel of Blattner Residence 16420 76 h Avenue West Edmonds, Washington J-560 May 4, 2000 Page E-1 Summary of Submittal Status Ordinance No. 2661 of the City of Edmonds, dated January 27, 1988 and revised February 29, 1988 contains requirements for design, geotechnical analysis, construction, and permit submittal within the Meadowdale Slide area of Edmonds. Paragraph 19.05.000 of the ordinance defines the purpose of the ordinance. Paragraph 19.05.030 describes required application submissions. The following sections of this summary contain our conclusions regarding the submittals received by our office for this project, including conformance with the required application submissions noted in the ordinance. Additionally, this summary comments on conformance with Paragraph 19.05.050 of the ordinance, which describes disclosures, declarations, covenants, and waivers required for construction in the Meadowdale Slide area. The site evaluation checklist utilized for this review is titled "Meadowdale Earth Subsidence Landslide Hazard Area Checklist for Permit Submittal' and appears to be dated May 1999. The status of the submitted geotechnical report by Liu & Associates, Inc.. dated May 3, 1999, as supplemented by the Liu & Associates, Inc letter dated January 17, 2000 is summarized below: The following submittals are required by the referenced ordinance: 1. . Critical areas determination — Complete. 2. Lead design professional designation and statement - Complete. BUILDING 3. Vicinity Map — Complete. MAY Z000 4. Topographic Map — Complete. 5., Environmental Checklist - Complete. 6. Land Clearing/Tree Cutting Plan — Complete. 7. Geotechnical Report — Complete. The geotechnical report is required to discuss all items within the referenced checklist and to make specific recommendations, as listed in the "Geotechnical Report Guidelines" dated May 1999 by the City of Edmonds. The geotechnical report by Liu & Associates, Inc.. dated May 3, 1999 was supplemented as described in our September 28, 1999 letter. 8. Drainage Plan — Complete. 9. Grading Plan — Complete. 10. Architectural and Structural Plans — Complete. 11. Affidavit of Notice of Application — Complete. 12. Applicant/Owner Liability and Landslide Acknowledgement — Complete. Zipper Zeman Associates, Inc. 19231 - 3e Avenue W, Suite B201 Lynnwood, Washington 98036 (425) 771- 3304 J560,050400 City of Edmonds . • J-560 Blattner Residence: Enclosure May 4, 2000 Page E-2 13. Geotechnical Declaration and Statement of Risk — Complete. 14. Architect and/or Structural Engineer Declaration — Complete. 15. Applicant/Owner Covenant to Notify and Hold Harmless — Complete. 19231 —36d Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 — 3304 J560,050400 RoseRT A. CAsrm:xL RoenT N. I. ncz KIMBEwxs WALI= OLSEN May 3, 2000 AC Builders Homes Inc. 17819 4411 Ave W Alderwood Manor, WA 98036 Attn: Teresa Chilelli RE: Easement Dear Teresa: LUKE & CASTEEI,, P.S.C. ATTVANErsATLAw FISHER BUSINESS CENTER 34N 188TH STREET SOUTHWEST SUITE 484 LYNNWOOD. WASHINGTON M0374708 TELEPHONE (425) 744-0411 FACSIMILE (425) 771-3490 Here is a draft copy.of the "Declaration of Drainage Easement and Maintenance Agreement", with both the Chillellis' and the Blattners' legal descriptions attached. The. enclosed draft is incomplete in the following respects: 1. The date for the "Pipeline License" is blank; 2. We are waiting for the surveyors legal description of the "Easement Estate" which will need to be attached to the enclosed as its Exhibit "C". Please let me know if I can be of further assistance. Thank you for your cooperation. Sincerely 40� Enclosures GVU&1A%w bniidws bT b *amvio • • After Recording Return to: Armando E. Chilelli 16414 - 75th Place West Edmonds., WA 98020 DRAFT Grantors (Servient Estate): Armando E. Chilelli and Maria Teresa Chilelli Grantee (Dominant Estate): Nicholaus Blattner and Renee Blattner Legal Description (abbr.): (Sere. Estate): Portions of Lots 2 and 3, Block 97, and portion of Tract 90, Meadowdale Beach, V.5, p.38, Sno Co, WA (Dom. Estate): Portions of Lots 3 and 4, Block 97, and Portion of Tract 90, Meadowdale Beach, V.5, p38, Sno Co, WA Assessor's Tax Parcel Number. (Sere. Estate): 5131-097-002-01-04 (Dom. Estate): 5131-097-003-00-04 Reference Numbers of Document Assigned/Released: None FOR AND IN CONSIDERATION of the parties' respective promises, covenants, benefits and obligations, as set forth herein, the parties agree: Armando Chilelli and Maria Teresa Chilelli, husband and wife, owners of the following described tract of land (hereinafter "Servient Estate"): see attached Exhibit „A", herein incorporated by reference. Situate in Snohomish County, Washington. commonly known as 16414 - 75th Place West, Edmonds, WA 98020 do hereby grant and convey unto the owners Nicholaus Blattner and Renee Blattner, husband and wife, and to the future owners of the following described tract of land ("Dominant Estate"): DECLARATION OF EASEMENT AND MAINf MCE AGREEMENTS - 1 = attached RAibit "B", herein incorporated by reference. Situate in Snohomish County, Washington. commonly known as 16420 - 76th Avenue West, Edmonds, WA 98020 an easement for the transporting and discharge of rain and storm water drainage, and for the installation, operation and maintenance ofthe drainage pipe for such water over, under, across and through and upon the following described tract of land ("Easement Estate"): M attached ExWt •'C", herein incorporated by reference. Situate in Snohomish County, Washington. The Dominant Estate Owners shall use the Easement and Easement Estate solely for the transporting and discharge of rain and storm water and shall not use it to carry any other commodity or for any other purpose whatsoever. The Easement and Easement Estate shall be in two (2) portions: 1) the first portion (hereinafter "Dominant Estate Connecting Pipe") shall be for a pipe to run from the Dominant Estate to another pipe on the Servient Estate, and to hook in to said other pipe; and 2) the second portion (hereinafter "Servient Estate Pipe") is for the sharing of the other pipe, which runs downhill and westerly across the Servient Estate to discharge rain and storm water into the railroad ditch. The parties hereto acknowledge that this easement and agreement is subject to the terms, provisions and conditions of a "Pipe Line License", effective date . 2000, between Armando and Maria Chilelli (the current Servient Estate owners herein) and The Burlington Northern and Santa Fe Railway Company, which document by this reference is herein incorporated as if part of this document. Further, the Dominant Estate owners, on their own behalf and on behalf of any and all of their successors -in -interest as to the Dominant Estate, agree to abide by all the terms, provisions and conditions of said "Pipe Line License" on all issues pertaining to said License and/or to this easement and agreement. The undersigned Dominant Estate owners acknowledge receipt of a copy of said license, and acknowledge having had the opportunity to review same. This Easement shall run with the Dominant Estate only and shall not otherwise be transferred, shared or assigned. i��i• !!__! .! �.. 1...- !_i ' +� ' • !! • ! • r.�!!��� • � • Mom• • • DECLARATION OF EASEMENT AND MARMNANCE AGREEMENTS - 2 of the "Dominant Estate Connecting Pipe" portion of the Easement and the Easement Estate for said pipe, as granted and conveyed above, shall be solely the responsibility of and the costs thereof borne solely by the present and future owner(s) of Dominant Estate. All decisions concerning repairs, maintenance, and/or expenditure of funds on said portion of the Easement shall be made by the owners of the Dominant Estate; PROVIDED, that the decision whether necessary repairs and/or maintenance on said portion are needed may also be determined by the owners of the Servient Estate if said owners believe or have reason to believe that the "Dominant Estate Connecting Pipe" portion has caused or may cause damage to the Servient Estate. If the situation is urgent, with imminent damage or imminent further damage, then the Servient Estate owners shall give the Dominant Estate owners twenty-four (24) hour "Notice" (as defined below) of their duty and obligation to repair and/or maintain said portion. If the situation is not urgent, the Servient Estate owners shall give Dominant Estate owners fifteen (15) days Notice of their duty and obligation to repair and/or maintain said portion. If the Dominant Estate owners have not commenced the repairs and/or maintenance, as requested by Notice from the Servient Estate owners, within the appropriate Notice period as above described, then the Servient Estate owners may advance the costs for such repairs and/or maintenance, for the Dominant Estate owners, together with interest at twelve percent (12%) per annum, and said expenses together with any expenses of foreclosure, if necessary, including a reasonable attorneys fee, shall be a lien against the Dominant Estate being served by said portion of Easement. The lien may be foreclosed as provided for the foreclosure of a mortgage under R.C.W.61.12. Any other legal means may be used to collect the amount due for maintenance, together with expenses and attorneys fees, beside foreclosure. The undersigned covenant and agree for themselves, and their successors -in -interest to the benefited real properties, that the owners of the Dominant Estate shall maintain the "Dominant Estate Connecting Pipe" portion of the Easement and the Easement Estate for the purposes of said Easement and shall pay One hundred percent (100%) of the cost of said maintenance. The covenants for maintenance herein are covenants running with the land as to the said Dominant Estate served and benefited by said Easement, and these covenants are binding upon the successors -in -interest of said owners. B. "Servient Estate Pipe" Portion of Easemep. The construction and maintenance of the "Servient Estate Pipe" portion Easement and the related Easement Estate, shall be the responsibility of and the costs thereof borne equally by the present and furore owners of both the Servient Estate and the Dominant Estate. All decisions concerning repairs, maintenance, and/or expenditure of funds on the "Servient Estate Pipe" portion of the Easement shall be made by the owners of the Servient Estate. The undersigned covenant and agree for themselves, and their successors -in -interest to the benefited real properties, that the owners of each of the two (2) lots served by the said DECLARATION of EAsFmENT AND MAWT wmm AGRFmtwm - 3 "Servient Estate Pipe" portion of the Easement shall maintain said portion of the Easement and the Easement Estate, and each owner shall pay one-half (%) of the cost of said maintenance. The covenants for maintenance herein are covenants running with the land as to the said real properties served and benefited by said portion of Easement, and these covenants are binding upon the successors -in -Interest of said owners. In the event any owner of any lot being served by said portion of the Easement fails to pay his share of the required maintenance, the other owner may advance the costs, and the amount advanced for the nonpaying owner, together with interest at twelve percent (12%) per ammun and the expenses of any foreclosure, if necessary, including a reasonable attorney's fee, shall be a lien against hislher lot being served by said portion of Easement. The lien may be foreclosed as provided for the foreclosure of a mortgage under R.C.W. 61.12. Any other legal means may be used to collect the amount due for maintenance, together with expenses and attorney's fees, beside foreclosure. C. Notices. All notices ("Notice") provided for in this easement and agreement shall be in writing and all Notices or payments of money shall be made either by personal delivery or by deposit in the U.S. Postal Service, postage pre -paid, to the addresses for each party set forth below until such time as written Notice, as provided hereby, of a change of address is given to the other party. Delivery shall be completed upon receipt of any such Notice which shall be presumed to have occurred within four (4) business days if mailed, but such presumption may be rebuttable: Servient Estate Owners: Armando & Sina Chilleti 16414 - 75th Place West Edmonds, WA 98020 DATED this day of May, 2000. Armando E. ChWeli Maria Teresa Chilelli Dominant Estate Owners: Nicholaus & Renee Blattner 16420 - 76th Avenue West Edmonds, WA 98020 Nicholaus Blattner Renee Blattner Attached: Exhibit "A": Legal Description for Servient Estate Exhibit "B": Legal Description for Dominant Estate Exhibit "C": Legal Description for Easement Estate DECLARATION of EASEMENT AND MAIIdTMANCE AGREEMENTS - 4 STATE OF WASHINGTON SS COUNTY OF SNOHOMISH I certify that I know or have satisfactory evidence that Armando E. Chilelli and Maria Teresa Chilelli are the person(s) who appeared before me, and said person(s) acknowledged that they signed this instrument and acknowledged. it to be their &gee and voluntary act for the purposes mentioned in this instrument. Dated this day of May, 2000. Notary Public in and for the State of Washington PrintedName: My commission expires: STATE OF WASHINGTON SS COUNTY OF SNOHOMISH I certify that I know or have safisfactory evidence that Nicholaus Blattner and Renee Blattner are the person(s) who appeared before me, and said person(s) acknowledged that they signed this instrument and acknowledged it to be their free and voluntary act for the purposes mentioned in this instrument. Dated this day of May, 2000, Notary Public in and for the State of Washington Printed Name: My commission expires: DECLARATION of EASEMENT AND MAINTENANCE AGREEMENTS - 5 • • EXHIBIT " A " .LEGAL DESCRIPTION - PAR Ca "A'• LOT 2 AND THE NORTH HALF OF LOT 3,. BLOCK 97, MEADO WDALE BEACH, AtaCORDING. to THE PLAT THEREOF RECORDED /N VOLUME 5 OF PLATS, PAGE J4 RECOIROS OF SNOHOMlSF/• COUNTY, WASHlNGTAN; TOGETHER WITH THAT PORTION OF VACATED ROAD ADJACENT TO AND WEST OF SAID LOT 2 AND THE NORT i HALF OF LOT 3 AND BETWEEN THE NORTH LINE PROWCFD OF SAID LOT 2 AND THE SOUTH UNE PRODUCED OF THE NORTH HALF OF SAID -LOT 3; TOGETHER N4TH BEGINNING AT THE NORTHEAST CORNER OIF LOT Z. BLOCK 97, MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME -5- OF PLA TS, :'AGE 38, RECORDS OF SNOHOMISH COUNTY,-WASHINGTON; THENCE SOUTH ALONG THE EAST ONE: OF' SAID BLOCK 97, 90 FEET TO SOUTHEAST CORNER OF THE NORTH yALF OF LOT J. AS MEASURED ON THE EAST UNE THEREOF, - THENCE EAST 40 FEET ALONG EXTENSION OF SOUTH .LAVE OF THE NORTH HALF OF SAID LOT J. THENCE NORTH 90 FEET ALONG THE WEST UNE OF BLOCS 97 OF.SAID PLA T• THENCE WEST TO THE POINT OF BEGINNING. PARCEL 081: THAT PORTION OF TRACT 90, MEADOWDALE BEACH, ACCORDNVG TO THE PLAT THEREOF RECORDED IN VOLUMF 5 OF PLATS, PAGE 38, RECORDS OF SNOHOAIISH COUNTY, WASHINGTON, LYING WESTERLY AND NORTHWESTERLY W THE COUNTY ROAD AND SOUTH tf THE NORTH UNE OF LOT 2 IN BLOCK 97 PROJECTED EASTERLY TO THE CC4JNTY ROAD AND NORTH OF THE SOUTH UNE OF THE NORTH HALF OF LOT 3. BLOCK 97, PROJECTED EASTERLY TO COUNTY ROAD. • • • PARCEL 'A': EXHIBIT " (3" LyiM n - I,on BWbw Nlcbo6 6 UX 16420 Ids' Ave W. Edmonds, WA 98M Tax K): 5131-#-bbs-0M The south half of Lot 3 and all of Lot 4, block 97. plat of Meadawdae"Beach, according tom the plat thereof in volume 5 of plats, page 38. Snohomish County Washington together with that portion of vacated road adjacent to end weal of said Lot 4 and south haf of Lot 3; being north of westerly prolongation of south kw of said Lot 4 and south of the westerly prolongation of the north line of the south half of said Lot 3. PARCEL '8': Las 25 and 26, block A, plat of Meadowdale We Lands according to the plat recorded In volume 8, page 28. records Snohomish County Waatrlrglon. PARCEL'C': That portion of had 90, plat of Meadowdale Beach. according to the plat recorded in volun a 5, page 38. Srnolrornish CourWy W , OW sou(fi of do easterly projection of the north Ine of the south half of Lot 3, block 97. plat of Meadowdale Beech and north of the easterly projection of the south fine of lot 4. block 97. of said pia of Meadowdale Beach, together with that portion of a vacated 40 fool road lying between said portion of tract 90 and said south half of lot 3 and lol 4, block 97 In said plat end south of the easterly projection of the north line of saki lot 3, and north of the easterly won of the south fine of said lot 4. Except that portion ng easterly of the westerly margin of the county road. Situate in the County of Snohomish. State of WashkVton. Form Approved by VP -Law PIPE LINE LICENSE THIS LICENSE, made this 9th day of March, 2000, subject to the terms and conditions set forth herein, between THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY, its successors and assigns, a Delaware corporation (hereinafter called "Licensor'), party of the first part, and ARMANDO CHILELLI AND MARIA TERESA "SINA" CHILELLI, husband and wife (hereinafter, whether one or more, called "Licensee"), party of the second part. WITNESSETH, That the parties hereto for the consideration hereinafter expressed covenant and agree as follows: 1. Subject to the terms and conditions hereinafter set forth, Licensor grants a non-exclusive license to Licensee for it and/or its contractors to construct and maintain ONE (1) STORM WATER DRAINAGE PIPELINE, 6-INCHES IN DIAMETER WITH T-PERFORATED DIFFUSER PIPE and shall be constructed and maintained in a manner as set forth on the attached EXHIBIT 'C", Sheet Nos. 1 to 3, dated January 18, 2000, and made a part hereof (hereinafter, whether -one or more pipe lines, called the "PIPE LINE'), across or along the rail corridor of Licensor at or . near the station of . Edmonds, Snohomish County, Washington, Line Segment 50, Mile Post 21.12, the location of the PIPE LINE being more particularly shown on the attached EXHIBIT 'A', Drawing No. 1- 19804, dated. January 17, 2000 and revised January 31, 2000, and made a part hereof. 2. This agreement shall be effective . 2000. 3. Licensee shall use the PIPE LINE solely for carrying STORM WATER and shall not use it to carry any other commodity or for any other purpose whatsoever. 4. Licensee shall pay Licensor as compensation for this license a one-time fee of TWO THOUSAND FIVE HUNDRED AND NO/100 DOLLARS ($2,500.00). 5. Licensee shall, at its own cost and subject to the supervision and control of Licensor's field engineer, locate and/or relocate, construct and maintain the PIPE LINE in such a manner and of such material that it will not at any time be a source of danger to or interference with the present or future tracks, roadbed or rail corridor of Licensor, or the safe operation of its railroad. When the PIPE LINE is used for oil, gas, petroleum products, or other flammable or highly volatile substances under pressure, the PIPE LINE shall be constructed, installed and thereafter maintained in conformity with the plans and specifications shown on print hereto attached, marked Exhibit B and made a part thereof. If at any time Licensee shall, in the reasonable judgment of Licensor, fail to perform properly its obligations under this paragraph, Licensor may, at its option, arrange for the performance of such work as it deems necessary for the safe operation of its railroad, and in such event Licensee agrees to pay, within fifteen (15) days after bill shall have been rendered therefor, the reasonable cost so incurred by Licensor, but failure on the part of Licensor to perform the obligations of Licensee l of 7 shall not release Licensee from liability hereunder for loss or damage occasioned thereby. Licensee's emergency contact Armando Chilelli can be reached at (425) 743-6325. 6. Licensee shall reimburse Licensor for any expense incurred by Licensor for false work to support Licensors tracks and for flagman to protect its traffic during installation and maintenance periods and for any and all other expense incurred by Licensor on account of the PIPE LINE. (The current rate, subject to change without notice, for furnishing of Licensors Flagman is a minimum daily charge of $500.00, for the first eight hours, or any part thereof, per day, with an hourly charge of $95.00 per hour for any time over eight hours per day). 7. Prior to any boring work on or about any portion of the Premises, Licensee shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipeline(s) or other structures exist below the surface, provided, however, that in lieu of the foregoing, the Licensee shall have the right to use suitable detection equipment or other generally accepted industry practice (gg, consulting with the Underground Services Association) to determine the existence or location of pipeline(s) and other subsurface structures prior to drilling br excavating with mechanized equipment. 8. Prior to installation, five (5) days advance notice must be given to Licensors Roadmaster, Brian E. Hipol at Seattle, WA., telephone (206) 625-6462 and Field Engineer, Clarence Johnson at Seattle, WA., telephone (206) 625- 6147. 9. (A) EXCEPT AS SET FORTH IN SECTION 9 (B), LICENSEE SHALL RELEASE, INDEMNIFY, AND HOLD HARMLESS UCENSOR FOR ALL LOSSES, DAMAGES, EXPENSES, INJURIES OR DEATH TO LICENSEE, ITS EMPLOYEES, AGENTS AND CONTRACTORS, ARISING IN ANY MANNER FROM THE PERFORMANCE OF THIS AGREEMENT, EXCEPT TO THE EXTENT PROXIMATELY CAUSED BY UCENSOR'S NEGLIGENCE OR INTENTIONAL MISCONDUCT. LICENSEE FURTHER AGREES TO RELEASE, INDEMNIFY, AND HOLD HARMLESS LICENSOR FOR ALL LOSSES, DAMAGES, EXPENSES, INJURIES, OR DEATH TO ANY PERSON, INCLUDING LICENSOR, WHICH ARISE IN ANY MANNER FROM THE CONSTRUCTION, MAINTENANCE, USE, STATE OF REPAIR OR PRESENCE OF LICENSEE'S PIPE LINE, EXCEPT TO THE EXTENT RESULTING SOLELY FROM THE NEGUGENCE OR WILLFUL MISCONDUCT OF LICENSOR. (B) WHENEVER ANY EMPLOYEE, AGENT OR CONTRACTOR OF LICENSEE OR ANY OF LICENSEE'S PARTIES MAKES ANY CLAIM FOR PERSONAL INJURY OR DEATH AGAINST UCENSOR WITHIN THE MEANING OF THE FEDERAL EMPLOYERS' LIABILITY ACT, OR ANY APPLICABLE SAFETY ACT, (45 U.S.C. § 51 ET. SEQ.), FOR ANY INCIDENT CAUSED, WHOLLY OR IN PART, BY PROPERTY, EQUIPMENT, FIXTURES OR CONDITION BELONGING TO OR SUBJECT TO THE CONTROL OF LICENSEE, OR CLAIMS OR ALLEGES THAT HE OR SHE IS AN EMPLOYEE 2of7 OF LICENSOR OR IS FURTHERING THE OPERATIONAL ACTIVITIES OF LICENSOR, LICENSEE AGREES TO INDEMNIFY AND HOLD HARMLESS LICENSOR FOR ALL LOSSES, DAMAGES, COSTS OR EXPENSES RELATED TO SUCH CLAIM, REGARDLESS OF LICENSORS -NEGLIGENCE. THE LIABILITY ASSUMED BY LICENSEE SHALL NOT BE AFFECTED BY THE FACT, IF IT IS A FACT, THAT THE LOSS, DAMAGE, DEATH OR INJURY WAS OCCASIONED BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF LICENSOR, ITS AGENTS, SERVANTS EMPLOYEES, OR OTHERWISE, TO THE FULLEST EXTENT PERMITTED BY APPLICABLE LAW; PROVIDED, HOWEVER, THAT LICENSEE SHALL HAVE NO OBLIGATION TO ASSUME SUCH LIABILITY TO THE EXTENT CAUSED BY THE NEGLIGENCE OF LICENSOR OR ITS EMPLOYEES OR AGENTS WHERE ASSUMPTION OF SUCH LIABILITY WOULD VIOLATE STATE OF WASHINGTON LAWS. 10. If at any time during the term hereof Licensor shall desire to make any use of its rail corridor with which the pipeline will in any way interfere, including the relocation of existing or the construction of new pipeline(s) and other facilities in which it shall have an interest, Licensee shall, at Licensee's own cost, within thirty (30) days after receiving written notice from Licensor to such effect, make such changes in the pipeline as in the judgment of Licensor may be necessary to avoid interference with the proposed use of its rail corridor. 11. (a) Licensee shall, at its expense, procure and maintain throughout the term of this License a comprehensive general form of insurance covering liability, including, but not limited to, Public Liability, Personal Injury and Property Damage, as well as Contractual Liability in the amount of $1,000,000 per occurrence and $2,000,000 in the aggregate. Such insurance shall contain no exclusion with respect to rail corridor of Licensor in the care, custody or control of Licensee. Licensee's contractors shall also procure and maintain the above coverage when on Licensor's property. LICENSOR AND CATELLUS MANAGEMENT CORPORATION SHALL BE NAMED AN ADDITIONAL INSURED. (b) All risk insurance on the PIPE LINE of the Licensee, or Licensor's property in Licensee's care, custody and control, shall contain a waiver of subrogation of claims against Licensor. Licensee shall maintain Workers Compensation insurance which shall contain a waiver of subrogation against Licensor. (c) All insurance shall be placed with insurance companies licensed to do business in the State in which the PIPE LINE is located, with a current Best's Insurance Guide Rating of B and Class X, or better. Licensee shall provide Licensor in advance of said installation a Certificate of Insurance evidencing such insurance. Insurance must provide for coverage of incidents occurring within fifty (50) feet of a railroad track, and any provision in the insurance policy to the contrary must be specifically deleted. 3 of 7 (d) A Railroad Protective Liability insurance policy issued in the name of Licensor with limits of $2,000,000 for bodily injury and property damage per occurrence with an aggregate of $6,000,000 must be provided when construction work will be performed within fifty (50) feet of Licensor's tracks. The policy will remain in force during the construction phase of this proiect and must be. provided prior to Licensor signing this license. (e) In lieu of providing a Railroad Protective Liability Insurance policy, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or its contractor. The limits of coverage are the same as above. The cost is 1600.00. 1 elect to participate in Licensor's Blanket Policy; I elect not to participate in Licensor's Blanket Policy. (f) The fumishing of insurance required by this Section shall in no way limit or diminish the liability or responsibility of Licensee as provided under any Section of this License. 12. Upon written notice from Licensor, Licensee agrees to assume the defense of any lawsuit, or other proceeding brought against Licensor by any public body, individual, partnership, corporation, or other legal entity, relating to any matter covered by this License for which Licensee has an obligation to assume liability for and/or save and hold harmless Licensor. Licensee shall pay all the costs incident to such defense including, but not limited to, attorneys' fees, investigators' fees, litigation expenses, settlement payments, and amounts paid in satisfaction of judgments. 13. (a) Licensee shall comply with all federal, state and local environmental laws and regulations in its use of Licensor's rail corridor, including, but not limited to, the Resource Conservation and Recovery Act, as amended (RCRA), and the Comprehensive Environmental Response, Compensation, and Liability Act, as amended (CERCLA). Licensee shall not maintain a treatment, storage, transfer or disposal facility, or underground storage tank, as defined by RCRA, on or under Licensor's rail corridor. Licensee shall not release or suffer the release of oil or hazardous substances, as defined by CERCLA, on Licensor's rail corridor. Notwithstanding any other requirements in this contract, Licensee assumes all responsibility for the investigation and cleanup of such release and shall indemnify and defend Licensor and its agents for all costs and claims, including consultant and attorney fees, arising in any manner out of such release or Licensee's failure to comply with environmental laws, except to the extent such costs or claims are proximately caused by Licensors gross negligence or intentional misconduct. (b) Licensee shall give Licensor timely notice of any, release, violation of environmental laws or inspection or inquiry by governmental authorities charged with enforcing environmental laws with respect to Licensor's rail corridor. Licensee also shall give Licensor timely notice of all measures undertaken by or on behalf of Licensee to investigate, remediate, respond to or otherwise cure such release or violation. 4 of 7 (c) In the event that Licensor receives notice from Licensee or otherwise of a release or violation of environmental laws which occurred or is occurring during the term of this License, Licensor may require Licensee, at Licensee's sole expense, to take timely measures to investigate, remediate; respond to or otherwise cure such release or violation. 14. If default shall be made in any of the covenants or agreements of Licensee contained in this document, or in case of any assignment or transfer of this License by operation of law, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee; but any waiver by Licensor of any default or defaults shall not constitute a waiver of the right to terminate this License for any subsequent default or defaults, nor shall any such waiver in any way affect Licensor's ability to enforce any Section of this License_ The remedy set forth in this Section shall be in addition to, and not in limitation of, any other remedies that Licensor may have at law or in equity. 15. Licensee shall promptly pay and discharge any and all liens arising out of any construction, alterations or repairs done, suffered or permitted to be done by Licensee on the PIPE LINE and shall indemnify Licensor against any loss, liability or expense incurred by Licensor on account of such liens. Licensor is hereby authorized to post any notices or take any other action upon or with respect to the PIPE LINE that is or may be permitted by law to prevent the attachment of any such liens to Licensors premises; provided, however, that failure of Licensor to take any such action shall not relieve Licensee of any obligation or liability under this Section or any other Section of this License. 16. In the case of eviction of Licensee by anyone owning or obtaining title to the rail corridor on which the PIPE LINE is located, or the abandonment by Licensor of said rail corridor, Licensor shall not be liable to Licensee for any damage of any nature whatsoever or to refund any payment made by Licensee to Licensor hereunder, except the proportionate part of any recurring rental charge which may have been paid hereunder in advance. 17. Any notice to be given by either party shall be deemed to be properly served if deposited with the United States Postal Service, or other acceptable mailing service, postage prepaid, addressed to either party, at the addresses and department shown beneath signature of the parties. 18. In the event that Licensee consists of two or more parties, all the covenants and agreements of Licensee herein contained shall be the joint and several covenants and agreements of such parties. 19. Any contractor or subcontractor performing work on or in connection with the PIPE LINE shall for the purpose of this license, be conclusively deemed to be the servant and agent of Licensee acting on behalf and within the scope of such contractor's or subcontractor's employment for Licensee. 5 of 7 20. Neither Licensee, nor the heirs, legal representatives, successors or assigns of Licensee, nor any subsequent assignee, shall underlease or sublet the PIPE LINE nor assign or transfer this License or any interest herein, without the prior written consent and approval of Licensor. 21. It is understood and agreed that this License shall not be placed. of public record. 22. All the covenants and provisions of this License shall be binding upon the heirs, legal representatives, successors and assigns of Licensee. No assignment by Licensee shall be binding upon Licensor without the written consent of Licensor in each instance. 23. All questions concerning the interpretation or application of provisions of this License shall be decided according to the laws of the State in which the PIPE LINE is located. 24. To the maximum extent possible, each provision of this License shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this License shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this License. 25. The waiver by Licensor of the breach of any provision herein by Licensee shall in no way impair the right of Licensor to enforce that provision for any subsequent breach thereof. 26. Notwithstanding, any other provisions of this license, Licensee shall comply with all statutes, ordinances, rules, regulations, orders and decisions issued by any federal, state or local governmental body or agency established thereby relating to Licensee's use of Licensor's premises hereunder. 27. This license is given by Licensor and accepted by Licensee upon the express condition that the same may be terminated at any time by either party upon thirty (30) days' notice in writing to be served upon the other party, stating therein the date that such termination shall take place, and that upon the termination of this license in this or any other manner herein provided, Licensee, upon demand of Licensor, shall abandon the use of the PIPE LINE and remove the same and restore the rail corridor of Licensor, as near as possible, to the same condition in which it was prior to the placing of the PIPE LINE thereunder. In case Licensee shall fail to restore Licensor's rail corridor within Thirty (30) days after the effective date of termination, Licensor may proceed with such work at the expense of Licensee. No termination hereof shall release Licensee from any liability or obligation hereunder, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date the PIPE LINE is removed and the rail corridor of Licensor restored as above provided. 6of7 WHEREOF, the parties have executed this agreement in duplicate the day and year first above written. THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY By- Catellus Management Corporation Its Attorney in Fact 4545 Fuller Drive, Suite 105 Irving, TX 75038 LIM James A. Ball, Manager Contracts ARMANDO CHILELLI AND MARIA TERESA "SINA" CHILELLI 17813 B 44 th Avenue W. Lynnwood, WA. 98037 _I Armando Chilelli By: , �IlnruaL T Maria Teresa 'Sina" Chilelli 7 o f 7 TRACKING NO. 00-22009 EXHIBIT "A" ATTACHED TO CONTRACT BETWEEN THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY AND ARMANDO AND MARIA TERESA ''SINA CNILELLI FORT WORTH, TEXAS SECTION: 7 SCALE: 1 IN. = 400 FT. TOWNSHIP: 27N PACIFIC DIV. RANGE: 4E SCENIC SUBDIV. L.S. QQ—Q DATE 01/17/2000 y� REVISION 01/31/2000 no TO SEATTLE NOTE: ADS IS A HIGH DENSITY POLYETHYLENE CORRUGATEO PPE WITH A SMOOTH INTERIOR WATERWAY, DESCRIPTION OF PIPELINE PIPELINE SHOWN BOLD CARRIER CASING PIPE PIPE SIZE: 5" N/A CONTENTS: STORM WATER PIPE MATERIAL: ADS/PVC N/A SPECIFICATION / GRADE: SEE NOTE N / A WALL THICKNESS: 0. 032 " N/A COATING: N/A N/A V- - MAP - PARCEL — CARRIER CASING PIPE PIPE LENGTH ON R/W: 44' NIA WORKING PRESSURE: GRAV I TY BURY: BASE/RAIL TO TOP OF CASING N/A BURY: NATURAL GROUND BURY: ROADWAY DITCHES 3'MMIIN CATHODIC PROTECTION N / A VENTS: NUMBER N/A SIZE N/A HEIGHT OF VENT ABOVE GROUND N/A NOTE: CASING TO BE JACKED OR DRY BORED ONLY NEAR EDMONDS COUNTY OFSNOHOMISH STATE OF WA PWG N M N In Er U. W cc T.FILE , I A.C. Builders Homes, Inc. Don Fiene Assistant City Engineer City of Edmonds 121 5" Ave N. Edmonds, WA. 98020 02/07/00 RE: Resubmittal of drainage plan for Chilelli Residence 16414 75a' Place West PC 99-52 . Dear Don: Attached are three copies of the revised drainage plans showing the addition of the pipe for the Blattner project, plan check # 99-327, to tie into our drainage system below our detention system. This revision was discussed at our meeting on January 14, 2000. I have enclosed a copy of the follow-up letter to that meeting from The Sullivan Company. In accordance with the terms of that meeting, I am also submitting the completed application and permit from the Burlington Northern Santa Fe Railway.. Company. I have approximately 35 days to return this to BNSF Railway Company along with a non-refundable $2500.00 permit fee. I am hoping to meet their deadline, but would prefer to have your approval on the plans before submitting the fee. I look. forward to your response: Please call with questions. Sincerely, ; C eresa Chilelli-White A 4 17813B - 44th Avenue Wesi.- Lynnwood, WA 98037 • 743-0868 hi . A:C. Builders Homes, Inc. Renee & Nick Blattner 16420 76 h Place W. Edmonds, WA. 98020 02/07/00 Dear Nick & Renee: I finally resolved the wetland issue & got the plans back from my Dad so I can proceed with the process. Just so I make sure I have this straight: The plan is for you to hook up to the pipe that Donna Breske has added to our plan. We would give you a storm water -easement and in turn you would pay for the construction of the extra pipe and half of the construction of the" pipe that goes to the railroad. I have included a drawing that outlines this. Maintenance for the extra pipe would be your responsibility and maintepance of the railroad pipe would be ours. If I am mistaken about this please let me know. I sent you our revised plan last Friday; hope you got it. f wn enclosing my letter to Don Fiene and the paperwork from the railroad. I have sent the railroad paperwork to Arizona to be signed. I will not pqy the permit fee until I am sure we have approved plans from the city. I i suggest you perhaps add in inset.on your draiVage plans showing the connection and submit those as well to Don Fiene. . I'll keep you posted. Feel free to call me if you have any questions. I look forward to working with you. Sincerely, Teresa Chilelli-Whit�J Fax # 425-741-8768 17813B - 44th Avenue West • Lynnwood, WA 98037 • 743-0868 LIU & ASSO&ATES, INC. • Geolechnical Engineering Engineering Geology January 17, 2000 Mrs. ]tnee Blattner 16420 - 76°i Avenue West Edmonds, WA 98026 Dear Mrs. Blattner: SUbjcct: Supplemental Gcoteehnical Investigation Addition to Nicholas and Renee Blattner Residence 16420 — 76rh. Avenue West Edmonds, Washington L&A Job No. 9037 Earth Science RECEIVED FEB 2 5 2000 °EVE1C TY oSERVICES R f EDMONDS CT 11cl' recommendations by the September 28, 1999, letter of Zipper Zeman Associates, Inc., . we have completed a supplemental geotechnical investigation of the site for the proposed addition to the subject residence. Presented in this letter are our findings and conclusions. The Zipper Zeman letter recommended exploring the subsurface conditions of the proposed addition site and performing a geological reconnaissance of the slopes to the north and west of the proposed addition. We observed on this. date the subsurface conditions exposed by a 4 feet by 2.5 feet by 2.5 feet deep pit in the middle of the office portion of the addition north of the existing house that had been hand -excavated by Mr. Blattner last week end. The surficial soils encountered by this pit consisted of sod over 12 inches of brown, medium dense, moist, slightly silty sand, underlain by a gray, fresh till deposit of dense to very dense, slightly moist to moist, silty tine sand with gravel and occasional cobble. Groundwater. seepage was not encountered by this pit. We probed the soils by manually pushing a steel T-bar into the bottom of the pit, and the probe bar could advance no more than a couple of inches, indicating the fresh till below bottom of the pit was very dense. We also performed a field reconnaissance of the slopes bordering the north and west sides of the proposed addition. Under the dense grass and underbrush, the surficial soil over the north slope 19213 Kenlake Place NE Kenmore, WA 98028 Phone (425) 483-9134 Fax (425) 486-2746 k Iry Ihnuei•y l7, 7000 Addition to Blathier Reside* L&A Job No. 9037 Page 2 and the upper two thirds of the west slope (the lower one third was too steep to access) was cbserved to be silty fine sand with gravel with a distinct till composition. We also probed. the surfcial soils on the slopes, and the probe bar could penetrate from about 16 inches to 4 feet. The areas with greater probe depths appeared to be in zones of thicker deposits of slope wash and spalled off material from the surficial soils due to erosion and weathering. The soils exposed in the hand -dug pit and observed during our field reconnaissance of the slopes scenud to confirm the conclusion of our August 20, 1999, letter report that the site is stable for the proposed addition. It reaffirmed that the site is underlain by a relatively thick layer of Vashon till. The thin redeposited an&or weathered surficial soils on the slopes may slip off in the form of shallow, skin debris flow. when over -saturated by extended, abnormally heavy precipitation, i but the underlying fresh till should remain quite stable and make the risk minimal for deep-seated lanJsliLlcs to occur at the site. We are pleased. to be of service to you. Please call if you have any questions. 901REG 7/171 Zoo Yours very truly, LIU & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D., P.E. Consulting Geotechnical Engineer LIU & ASSOCIATES, INC. • January 19, 2000 00-22009 Ms. Teresa Chilelli White A.C. Builders Homes, Inc. 17813E — 44 th Avenue West Lynnwood, WA. 98037 Dear Ms. White: Enclosed are duplicate counterparts of the request License with Armando and Tina Chilelli covering a 6-inch storm drainage system to be located on BNSF's property at Edmonds, WA., for executed on behalf of Armando and Tina Chilelli. Please, have both copies the License executed and return both copies for completion on part -of The Burlington Northern And Santa Fe Railway Company ("BNSF") along with the following requirements: • A check in the amount of $2,500.00 payable to The Burlington Northern And Santa Fe Railway Company which covers the contract fee for this License. I am holding your. Company's check No. 16800 to cover the processing fee of $250.00 for this License; • A certificate of insurance evidencing that Licensee maintains a comprehensive general form of insurance as required in Section 11(a) of the agreement. BNSF and Catellus Management Corporation shall be named as additional insured; • A separate certificate of insurance proving the purchase of a Railroad Protective Liability Policy as required in the agreement. BNSF will be the only insured party. In lieu of this requirement, Armando and Tina Chilelli may participate in the BNSF's Blanket Railroad Protective Policy by checking the appropriate box in the contract and including an additional check in the amount of $600.00 made payable to The Burlington Northern And Santa Fe Railway Company with the above check. The enclosed License agreement is not a binding agreement and shall become binding only when, and if, it is executed by Armando and Tina Chilelli and fully approved and executed by BNSF (or its Attorney In Fact, Catellus Management Corporation). Please be informed that if contracts, fees, and 'insurance are not returned within forty-five (45) days, the processing fee will increase to $500.00. Upon completion on behalf of BNSF, one fully executed License will be returned for Armando and Tina Chilelli's records. If you have any questions, please contact me at (972) 719- 6156. Sincerely, Ron J kson Contract Specialist Cc: Mr. Clarence Johnson, Field Engineer BNSF Railway Company 2454 Occidental Ave. S. #1-A Seattle, WA. 98134 CATELLUS MANAGEMENT CORPORATION 4545 FULLER DRIVE, SUITE 105, hwim., TEXAs 7503R (800) 841,2771 FAX (972) 719•6153 • APPLICATI(.00R 14I4• I I•NI ,o­SIN(: OR LONG-•D1NAL L/ rr!nit Services ::telius :`Management Corporation k1T1 ICANT'S TAX I.D. NO./SSN Cam' J1j— i=uller Drive. Suite 105 - TT.N. Ron Jackson de submit for your approval the following specification. fo, .. t I e line we propose to build across THE IJURLINGTON ;ORTHERN AND SANTA FE RAILWAY COMPANY right -„I as shown on enclosed sketch. egal name of company or municipality who will own the pipeline / , ,n��,�.�t•; �;',,1t1C \�� 1 =1tt�A �' 1�,ltia\� tate in which incorporated not inco:;;u:: ca• c-orrect name of owners or all part!! rs orrectmailnaddress 1-1Bi?�_ `��-%�n �tvti� ,` t.. j`tit�n -•cc;(i t � Zip Code �'... x ype of Encroachment. Crossing Longitudinal P'. -tom a«. V i-t,\ca . -Telephone y. L,.) - -74-:� ocation of encroachment rJct/.{ t�� 1/4 Sec I \�;I, �� t Rng , y G MP 1 t� + ame of nearest town on Railroad GE 1/4 u�S t tnn!t� �.w.,.`-k State „ti ra ame of nearest roadway crossing Railroad .v %ithin limits of public road or street EFTe's-M No If yes, distance from center line of road or street ft. Width of public road or street ft. :;ntents to be handled through pipe Contnct: �cMa;t.Clp (4.11Rl`-__ ­i!g,th of pipe on Railroad Co. property Pi stic pipe must be encased full width of right of wti; i side diameter of pipe pe Material :ecification & grade (Min. yield strength casing 35,000 psi all Thickness ,rain. wall thickness of casing pipe under 14 in.-0.188 in I ctual working pressure ,-pe of ioint - (mechanical or welded type) ,ng�tuuin:,l .Dint .:actor )atme, istance Base of rail to top of pipe CARRIER CASING. Emergency Telephone: . in. 7 801 -,jjA in. — — psi t\i1� Flammable, contents, steam, water or non-flammable - min. i 1 /? li. under main track.— Uncased, gaseous products - min. 10' under track) inimum ground cover on Railroad Co, property (min. 3 ti t tthodic protection casing -(flammable substance) ,pe of insulators or supports N �A-- Size Space ember of vents N 1 A Size Height above ground Flammable substances require 2 vents) ethod of crossing: Jacking (.. r� Trench N „� Dry Bore Only If trenched - Railroad furnish flagman at applicant's expense.) If bored or jacked - Jacking Pit location minimum 30 ft. from centerline of nearest track.) Pit must not be open more than 48 hours. so, it must be protected when not in use. tes pipeline support oil or gas well? Yes R No yes, advise distance the well is from Railway property - ft. Name of well as this service requested by BNSF? Yes or ®( circle one ) If yes, who requested Cxr4 G i- e t),nC:'c-3 � lephone 1# of Requestor 4 a5-17k-O rz_ . attached to this sheet is location plan and detail sketch. Sketch shows tie -down measurement to centerline of nearest road )ssing, bridge or other railroad structure. Please authorize us to proceed with this installation or advise what than es are necessary to � :et your specifications. S y Sighed: "I-itle: Telephone: It1, 2'r Form Approved Dy VP -Law PIPE LINE LICENSE 00-22009 THIS LICENSE, made this 1st day of February, 2000, subject to the terms and conditions set forth herein, between THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY, its successors and assigns, a Delaware corporation (hereinafter called "Licensor"), party of the first part, and ARMANDO CHILELLI AND MARIA TERESA "SINA" CHILELLI, husband and wife (hereinafter, whether one or more, called. "Licensee"), party of the second part. WITNESSETH, That :l ie parties hereto for the consideration hereinafter expressed covenant and agree as follows: 1. Subject to the terms and conditions hereinafter set forth, Licensor grants a non-exclusive license to Licensee for it and/or its contractors to construct and maintain ONE (1) STORM WATER DRAINAGE PIPELINE, 6-INCHES IN DIAMETER WITH T-PERFORATED DIFFUSER PIPE and shall be constructed and maintained in a manner as set forth on the attached EXHIBIT "C", Sheet Nos. 1 to 3, dated January 18, 2000, and made a part hereof (hereinafter, whether one or more pipe lines, called the "PIPE LINE"), across or along the rail corridor of Licensor at or near the station of Edmonds, Snohomish County, Washington, Line Segment 50, Mile Post 21.12, the location of the PIPE LINE being more particularly shown on the attached EXHIBIT "A", Drawing No. 1- 19804, dated January 17, 2000 and revised January 31, 2000, and made a part hereof. 2. This agreement shall be effective .2000. 3. Licensee shall use the PIPE LINE solely for carrying STORM WATER and shall not use it t.. carry any other commodity or for any other purpose ,whatsoever. 4. Licensee shall pay Licensor as compensation for this license the sum of TWO THOUSAND FIVE HUNDRED AND NO/100 DOLLARS ($2,500.00). . 5. Licensee shall, at its own cost and subject to the supervision and control of Licensor's field engineer, locate and/or relocate, construct and maintain the PIPE LINE in such a manner and of such material that it will not at any time be a source of danger to or interference with the present or future tracks, roadbed or rail corridor of Licensor, or the safe operation of its railroad. When the PIPE LINE is used for oil, gas petroleum products or other flammable or highly volatile substances under pressure the PIPE LINE shall be constructed, installed and thereafter maintained in conformity with the plans and specifications shown on print. hereto attached, marked Exhibit B and made a part thereof. If at any time Licensee shall, in the judgment of Licensor, fail to perform properly its obligations under this paragraph, Licensor may, at its option, arrange for the performance of such work as it deems necessary for the safe operation of its railroad, and in such event Licensee agrees to pay, within fifteen (15) days after bill shall have been rendered therefor, the cost so incurred by Licensor, but failure on the part of L;!--ensor to perform the obligations of Licensee shall not 1 of 7 release Licensee from liability hereunder for loss or damage occasioned thereby. Licensee's emergency contact Armando Chilelli can be reached at (425) 743- 6325. • 6. Licensee shalt . eimburse Licensor for any expense incurred by Licensor for false work to support Licensor's tracks and for flagman to protect its traffic during installation and maintenance periods and for any and all other expense incurred by Licensor on account of the PIPE LINE. (The current rate, subject to change without notice, for furnishing of Licensor's Flagman is a minimum daily charge of $500.00, for the first eight hours, or any part thereof, per day, with an hourly charge of $95.00 per hour for any time over eight hours per day). 7. Prior to any boring work on or about any portion of the Premises, Licensee shall explore the proposed location for such work with hand tools to a depth of at least three (3) feet below the surface of the ground to determine whether pipeline(s) or other structures exist below the surface, provided, however, that in lieu of the foregoing, the Licensee shall have the right to use suitable detection equipment or other generally accepted industry practice (e.g., consulting with the Underground Services Association) to determine the existence or location of pipeline(s) and other subsurface structures prior to drilling or excavating with mechanized equipment. 8. Prior to installAion, five (5) days advance notice must be given to Licensor's Roadmaste, . Brian E. Hipol at Seattle, WA., telephone (206) 625-6462 and Field Engineer, (-;arence Johnson at Seattle, WA., telephone (206) 625- 6147. 9. (A) EXCEPT AS SET FORTH IN SECTION 9 (B), LICENSEE SHALL RELEASE, INDEMNIFY, AND HOLD HARMLESS LICENSOR FOR ALL LOSSES, DAMAGES, EXPENSES, INJURIES OR DEATH TO LICENSEE, ITS EMPLOYEES, AGENTS AND. CONTRACTORS, ARISING IN ANY MANNER FROM THE PERFORMANCE OF THIS AGREEMENT, EXCEPT TO THE EXTENT PROXIMATELY CAUSED BY LICENSOR'S NEGLIGENCE OR INTENTIONAL MISCONDUCT. LICENSEE FURTHER AGREES TO RELEASE, INDEMNIFY, AND HOLD HARMLESS LICENSOR FOR ALL LOSSES, DAMAGES, EXPENSES, INJURIES, OR DEATH TO ANY PERSON, INCLUDING LICENSOR, WHICH ARISE IN ANY MANNER FROM THE CONSTRUCTION, MAINTENANCE, USE, STATE OF REPAIR OR PRESENCE OF, LICENSEE'S PIPE LINE, EXCEPT TO THE EXTENT RESULTING SOLELY FROM THE NEGLIGENCE OR WILLFUL MISCONDUCT OF LICENSOR. (B) WHENEVER ANY EMPLOYEE, AGENT OR CONTRACTOR OF LICENSEE OR ANY OF LICENSEE'S PARTIES MAKES ANY CLAIM FOR PERSONAL INJURY OR DEATH AGAINST LICENSOR WITHIN THE MEANING OF THE FEDERAL EMPLOYERS' LIABILITY ACT, OR ANY APPLICABLE SAFETY ACT, (45 U.S.C. § 51 ET. SEQ.), FOR ANY INCIDENT CAUSED, WHOLLY OR IN PART, BY PROPERTY, EQUIPMENT, FIXTURES OR CONDITION BELONGING TO OR SUBJECT TO THE CONTROL OF LICENSEE, OR CLAIMS_ QR 4�LEGES THAT HE OR SHE IS AN EMPLOYEE OF LICENSOR OR IS FURTHERING THE OPERATIONAL ACTIVITIES OF LICENSOR, LICENSEE AGREES TO INDEMNIFY AND HOLD HARMLESS 2of7 LICENSOR FOR ALL L.O§ ES, DAMAGES, COSTS OR EXPENSES RELATED TO SUCH CLAI, -, IGARDLESS OF LICENSOR'S NEGLIGENCE. THE LIABILITY ASSUMED BY LICENSEE SHALL NOS BE AFFECTED BY THE FACT, IF IT IS A FACT, THAT THE LOSS, DAMAGE, DEATH OR INJURY WAS OCCA^ ND BY OR CONTRIBUTED TO BY THE NEGLIGENCE OF LICEW R, ITS AGENTS, SERVANTS EMPLOYEES OR OTHERWISE, TO THE F . 4PST EXTENT PERMITTED BY APPLICABLE LAW; PROVIDED, H THAT LICENSEE SHALL HAVE NO OBLIGATION TO ASSq H LIABILITY TO THE EXTENT CAUSED BY THE NEGLIGENCE OF 1 SOR OR ITS EMPLOYEES OR AGENTS WHERE ASSUMPTION OF S CH LIABILITY WOULD VIOLATE STATE OF WASHINGTON LAWS. 10. If at any time during the term hereof Licensor shall desire to make any use of its rail corridor with which the pipeline will in any way interfere, including the relocation of existing or the construction of new pipeline(s) and other facilities in which it shall have are interest, Licensee shall, at Licensee's own cost, within thirty (30) days after receiving written notice from Licensor to such effect, make such changes in the pipeline as in the judgment of Licensor may be necessary to avoid interference with the proposed use of its rail corridor. 11. (a) Licensee shall, at its expense, procure and maintain throughout the term of this License a comprehensive general form of insurance covering liability, including, but nc: imited to, Public Liability, Personal Injury and Property ����arnage, as well as C ritractual Liability in the amount of $1,000,000 per occurrence and $2,000,u'JO in the aggregate. Such insurance shall contain no exclusion with respect to rail corridor of Licensor in the care, custody or control of Licensee. Licensee's contractors shall also procure and maintain the above coverage when on. Licensor's property. LICENSOR AND CATELLUS MANAGEMENT CORPORATION SHALL BE NAMED AN ADDITIONAL INSURED. (b) All risk insurance on the PIPE LINE of the Licensee, or Licensor's property in Licensee's care, custody and control, shall contain a waiver of subrogation of claims against Licensor. Licensee shall maintain Workers Compensation insurance which shall contain a waiver of subrogation against Licensor. (c) All insurance shall be placed with insurance companies licensed to do business In the State in which the PIPE LINE is located, with a current Best's Insurance Guide Rating of B and Class X, br better. Licensee shall provide Licensor in advance of said installation a Certificate of Insurance evidencing such insurance. Insurance must provide for coverage of incidents occurring within fifty (50) feet of a railroad track, and any provision in the insurance policy to the cc-,rary must be specifically deleted. (d) A Railroaq t'(gtpGiive Liability insurance policy issued in the name of Licensor with limits of $,2,dQ0,000 for bodily injury and property damage, per occurrence with an aggregate of $6,000,000 must be provided when construction work will be performed within f ft. (50) feet of Licensees tracks. The policy will remain in force dudna the iJruction phase of this project and must be _ .J 3 of 7 (e) In lieu of providing a Railroad Protective Liability Insurance policy, Licensee may participate in Licensor's Blanket Railroad Protective Liability Insurance Policy available to Licensee or its contractor. The limits of coverage are the same as above. The cost is $600.00. ❑ I elect to participate in Licensor's Blanket Policy; ❑ I elect not to participate in Licensor's Blanket Policy. (f) The furnishing of insurance required by this Section shall in no way limit or diminish the liability or responsibility of Licensee as provided under any Section of this License. 12. Upon written notice from Licensor, Licensee agrees to assume the defense of any lawsuit, or other proceeding brought against Licensor by any public body, individual, partnership, corporation, or other legal entity, relating to any matter covered by this License for which Licensee has an obligation to assume liability for and/or save and hold harmless Licensor. Licensee shall pay all the costs incident to such defense including, but not limited to, attorneys' fees, investigators' fees, litigation expenses, settlement payments, and amounts paid in satisfaction of judgments. 13. (a) Licensee shall comply with all federal, state and local environmental laws and regulations in its use of Licensor's rail corridor, including, but not limited to, the Resource Conservation and Recovery Act, as amended (RCRA), and the Comprehensive Environmental Response, Compensation, and Liability Act, as amended (CERCLA). Licensee shall not maintain a treatment, storage, transfer or disposal facility, or underground storage tank, as defined by RCRA, on or under Licensor's rail corridor. Licensee shall not release or suffer the release of oil or hazardous substances, as defined by CERCLA, on Licensor's rail corridor. Notwithstanding any other requirements in this contract, Licensee assumes. all responsibility for the investigation and cleanup of such release and shall indemnify and defend Licensor and its agents for all costs and claims, including consultant and attorney fees, arising in any manner out of such release or Licensee's failure to comply with environmental laws, except to the extent such costs or claims are proximately caused by Licensor's gross negligence or intentional misconduct. (b) Licensee shall give Licensor timely notice of any release, violation of environmental laws or inspection or inquiry by governmental authorities charged with enforcing environmental laws with respect to Licensor's rail corridor. Licensee also shall give Licensor timely notice of all measures undertaken by or on. behalf of Licensee to investigate, remediate, respond to or otherwise cure such release or violation. (c) In the event that Licensor receives notice from Licensee or otherwise of a release or violation of environmental laws which occurred or is occurring during the term of this License, Licensor may require Licensee, at Licensee's sole expense, to take timely measures to investigate, remediate, respond to or otherwise cure such release or violation. 4of7 14. If default shall be made in any of the covenants or agreements of Licensee contained in this document, or in case of any assign went or transfer of this License by operation of law, Licensor may, at its option, terminate this License by serving five (5) days' notice in writing upon Licensee; but any waiver by Licensor of any default or defaults shall not constitute a waiver of the right to terminate this License for any subsequent default or defaults, nor shall any such waiver in any way affect Licensor's ability to enforce any Section of this License. The remedy set forth in this Section shall be in addition to, and not in limitation of, :any other remedies tha. Licensor may have at law or in equity. 15. Licensee shall promptly pay and discharge any and all liens arising out of any construction,- alterations or repairs done, suffered or permitted to be done by Licensee on the PIPE LINE and shall indemnify Licensor against any loss, liability or expense incurred by Licensor on account of such liens. Licensor is hereby authorized to post any notices or take any other action upon or with aspect to the PIPE LINE that is or may be permitted by law to prevent the ivachment of any sup;; liens to Licensor's premises; provided, however, that ailure of Licensor to take any such action shall not relieve Licensee of any obligation or liability under this Section or any other Section of this License. 16. In the case of eviction of Licensee by anyone owning or obtaining title to the rail corridor on which the PIPE LINE is located, or the abandonment by Licensor of said rail corridor, Licensor shall not be liable to Licensee for any damage of any nature whatsoever or to refund any payment made by Licensee to Licensor hereunder, except the proportionate part of any recurring rental large which may hav, aeen paid hereunder in advance. 7. Any notice to be given by either party shall be deemed to be properly served if deposited with the United States Postal Service, or other acceptable mailing service, postage prepaid, addressed to either party, at the addresses and department shown beneath signature of the parties. 18. In the event that Licensee consists of two or more parties, all the covenants and agreements of Licensee herein contained shall be the joint and several covenants and agreements of such parties. 19. Any contractor cr subcontractor performing work on or in connection with the PIPE LINE shall for the purpose of this license, be conclusively deemed to be the servant and agent of Licensee acting on behalf and within the scope of such contractor's or subcontractor's employment for Licensee. 20. Neither Licensee, nor the heirs, legal representatives, successors or assigns of Licensee, nor any subsequent assignee, shall underlease or sublet the PIPE LINE nor assign or transfer this License or any interest herein, without the prior written consent and approval of Licensor. . It is understood and agreed that this License shall not be placed of public record. 5 of 7 • • 22. All the covenants and provisions of this License shall be binding upon the heirs, legal representatives, successors and assigns of Licensee. No assignment by Licensee shall be binding upon Licensor without the Written consent of Licensor in each instance. 23. All questions concerning the interpretation or application of provisions of this License shall be decided according to the laws of the State in which the PIPE LINE is located. 24. To the maximum extent possible, each provision of this License shall be interpreted in such manner as to be effective and valid under applicable law, but if any provision of this License shall be prohibited by, or held to be invalid under, applicable law, such provision shall be ineffective solely to the extent of such prohibition or invalidity, and this shall not invalidate the remainder of such provision or any other provision of this License. 25. The waiver by Licensor of the breach of any provision herein by Licensee shall in no way impair the right of Licensor to enforce that provision for any subsequent breach thereof. 26. Notwithstanding any other provisions of this license, Licensee shall comply with all statutes, ordinances, rules, regulations, orders and decisions issued by any federal, state or local governmental body or agency established thereby relating to Licensee's use of Licensor's premises hereunder. 27. This license is given by Licensor and accepted by Licensee upon the express condition that the same may be terminated at any time by either party upon thirty (30) days' notice in writing to be served upon the other party, stating therein the date that such termination shall take place, and that upon the termination of this license in this or any other manner herein provided, Licensee, upon demand of Licensor, shall abandon the use of the PIPE LINE and remove the same and restore the rail corridor of Licensor, as near as possible, to the same condition in which it was prior to the placing of the PIPE LINE thereunder. In case Licensee shall fail to restore Licensor's rail corridor within Thirty (30) days after the effective date of termination, Licensor may proceed with such work at the expense of Licensee. No termination hereof shall release Licensee from any liability or obligation hereunder, whether of indemnity or otherwise, resulting from any acts, omissions or events happening prior to the date the PIPE LINE is removed and the rail corridor of Licensor restored as above provided. 28. This License is the full and complete agreement between Licensor and Licensee with respect to all matters relating to license on the Premises, and supersedes any and all other agreements between the parties hereto relating to license on the Premises. Catellus Management Corporation is acting as agent for The Burlington Northern And Santa Fe Railway Company. 6of7 WHEREOF, the parties have executed this agreement in duplicate the day and year first above written. THE BURLINGTON NORTHERN AND SANTA FE RAILWAY COMPANY By: Catellus Management Corporation Its Attorney in Fact 4545 Fuller Drive, Suite 105 Irving, TX 75038 .By: James A. Ball, Manager Contracts ARMANDO CHILELLI AND MARIA TERESA "SINA CHILELLI 17813 B 44 th Avenue W. Lynnwood, WA. 98037 By: By: Armando Chilelli Maria Teresa "Sina" Chilelli 7of7 • • ''+ TRACKING NO. 00-22009jl �`}' EXHIBIT "A" ATTACHED TO CONTRACT BETWEEN THE BURLINGTON NORTHERN AND SANTA.FE RAILWAY COMPANY AND a ARMANDO AND MARIA TERESA ''SINAI' CHILELL1=r ` • N to FORT WORTH, TEXAS SECTION: 7 V- - SCALE: 1 IN.=400 FT. TOWNSHIP: 27N MAP -OC PAC I F I C DIV. RANGE: 4E PARCEL - a SCEN I C SUBDIV. L.S. Q95.Q DATE 01/17/2000 REVISION 01/31/2000 w�NptG�EE MP 21.12 DIFFUSER AT BASE OF LINEc`;`! ES 1218.51.6 FOR DISSERSMENT.�F�� ` PROPER\Lv4c PROPERTY LINE \ 1T —L-- too Ilk .4 VA i: � ' 1 � . � ,ems' •:► f3wle`r�: _` `4?,. TO SEATTLE NOTE: ADS IS A HIGH DENSITY POLYETHYLENE DESCRIPTION OF PIPELINE CORRUGATEO PIPE WITH A SMOOTH INTERIOR PIPELINE SHOWN BOLD WATERWAY. CARRIER CASING , CARRIER CASING PIPE PIPE PIPE PIPE SIZE: 6" N/A LENGTH ON R/W: 44' N/A ' CONTENTS: STORM. WATER WORKING PRESSURE: GRAVITY PIPE MATERIAL: ADS/PVC. N/A BURY: BASE/RAIL TO TOP OF CASING N/A SPECIFICATION / GRADE: 032 N/A BURY: NATURAL GROUND N 3 MIN WALL THICKNESS: . N/A BURY: ROADWAY DITCHES COATING: N/A' N/A CATHODIC PROTECTION N/A VENTS: NUMBER N/A N/A HEIGHT OF VENT ABOVE GROUND N/A NOTE: CASING TO BE JACKED OR DRY BORED ONLY NEAR EDMONDS COUNTY OF SNOHOMI SH STATE OF WA Pwc nDAWIAir AI(1 , _ 1 none �NSi The Burlington Northern and Santa Fe Railway Com ok December 8, 1999 CL %RENCE• ISON field Eqa - a A.C. Builders Homes, Inc Attn: Tarua Chiklli-Whitt 17813B — 44'' Avenue West Lynnwood, WA 98037 Ms. Chilelli-White 24i4 . oetadcnal Avenuc south. Suite 1A Seattle, WA 98134 M6 675.6147 F.x 625.6115 F nail (7Annce.johnson@BNSF.com EXHIBIT "Ctt JANUARY 18, 2000 SHEET 1 OF 3 This is Burlington Northern Railway Co approval for storm water drainage as shown on Western Surveyors, Inc drawing 97-067-A, sheet 1 of 2, dated 8/6/99. This includes 2 — 27" retention pipes with a 1 t/•-" orifice opening into the 6" pipe outlet to the BNSF RR ditch. In addition to the approval BNSF RR asks that you include cable/clamp all the way from the header block to the tee and spreader/diffuser. Find enclosed an--xhibit showing the BNSF RR guide for Steep Slopes. The spreader/diffuser should be cabled into the piping system. On your plans it appears that the pipe will enter the BNSF RR ditch southerly of an existing retaining wall. If this is not the case I will need to see a detail on how you will be getting over the wall. The spreader/diffuser sh!Qtdd net be placed into the ditch area. The spreader/diffuser elevation should be no lower than the existing top of rail. If the pipe is dose to the end of the wall it should be place in line with, or behind the wall line, if possible. Before construction you will need to obtain a permit from BNSF RR for this drainage pipe on BNSF right-of-way. Information required to complete BNSF form,— line Segment 50, Pacific Div., Cascade Sub Div., Milepost 21.12, along with your drawings. For form please contact Cateiius merit Corp. Permit Dept. 45457 Fuller Drive Irving, Tx 75038 800 841-2771 972 719-6156 v Clarence Johnson CC- Brim Hipol - Roadmaster (Co. does the permits for BNSF) FF LN 21 84/ Nu N Z�;U 0 tl 341 BURUNCTON NORTHERN RAILROAD 28 Lt c i'c 26.0(••�....... ►S.� 28.00 p W C 2 34. nOp CD w 4. 4400 � i i +i � b g 46.00 oe�L,LRw > 48.00 ,I 54.00 N S m ` m EXHIBIT "C" SHEET 3 OF 3 J NUARY 18T000 CABLE CLAMPS �� I - I I I I { I I I I I I PLACE 3"-6" SPALLS AROUND THE PIPE AND AROUND THE ENDS FOR / \ EROSION CONTROL. UNDERDRAIN/ / \ OPEN ENDS _ �.3 _� \ Y7 rn% OL IE=22.50 � ELEV=22.28 ` - TOP OF RAIL ---- ---- .. DIFFUSER DETAIL Ev�tETT wasHwc�oN NOT TO SCALE , DEC 22 � � � u• it � I 9on No^ / �► `ts � $1n4'IFC \tPr:2 December 8, 1999 CtAMNCEJOHNSON Fuld Exoieer A.C. Builders Homes, Inc Attu: Tema Chilelli-Wrhite 17813B - 44`h Avenue West Lynnwood, WA 98037 Ms. Chilelli-White "!'Isr Burlington Northern 0 and Santa Fe Railway Company "454 Occidental Avenuc South, Suite I Scattic, WA 98134 206 625.6147 Fax 625.6115 Email Clarencejohnson@BNSF.com EXHIBIT "Cot JANUA Y 18, 2000 SHEET 1 OF This is Burlington Northern Railway Co approval for storm water drainage as shown on Western Surveyors, Inc drawing 97-067-A, sheet 1 of 2, dated 8/6/99. This includes 2 - 27" retention pipes with a 1 r/4-" orifice opening into the 6" pipe outlet to. the BNSF RR ditch. In addition to the approval BNSF RR asks that you include cable/clamp all the way from the header block to the tee and spreader/diffuser. Find enclosed an -exhibit showing the BNSF RR guide for Steep Slopes. The spreader/diffuser should be cabled into the piping system. On your plans it appears that the pipe will enter the BNSF RR ditch southerly of an existing retaining wall. If this is not the case.I will need to see a detail on how you will begetting over the wall. The spreader/diffuser old not be Placed into the ditch area. The spreader/diffuser elevation should be no lower than the existing top of rail. If the pipe is close to the -end of the wall it should be place in line with, or behind the wall line, if possible. Before construction you will need to obtain a permit from BNSF RR for this drainage pipe on BNSF right-of-way. Information required to complete BNSF form,- Line Segment 50, Pacific Div., Cascade -Sub Div., Milepost 21.12, along with your drawings. For form please contact Catellus Manageinent Corp Permit Dept. 4545 - Fuller Drive Irving, TX 75038 800 841-2771 972 719-6156 v Clarence Johnson (Co. does the permits for BNSF) CC: Brian F ipol - Roacimaster x� 57 6' ADS FROM PROPERTY 8 54 $� TYPE I-L ! TOP EL+51.0 IE+ 47.0 (N) IE• 47.0(N� o IE+ 49.0 (SE) o 51 EXISTING GRADE g co "% 8 - 48 e 8 45 CABLE ATTACHMENT TO BRACKETS ON PIPE FOR SUPPORT 2 — 1/8' GALVANIZED 1B0 LB. CONCRETE CABLES DEAD-WEIGHT ANCHOR FOR CABLE. ATTACHMENT 42 'w 6' ADS CONTINUOUS DOWN BANK 39 RR 1►ES RETAINING 36 WALL T, n .33 .. 30 , 8 2 ON 27 ;$ ro K1 2.4 ToP of RAIL9.5 (i TIP. 5 --{ DIFFUSER AT BASE OF LINE y+ ,6- ' FOR DISPERSEMENT N - N IE•22.30 5, ell NOTE, ggOTfpp�� OF DIFFUSER 27.9 TO BE pLACEDNO LOWER THAN TOP OF RAIL 18 EXHIBIT "C" JANUARY 18, 2000 SHEET 2 OF 3 I EXHIBIT "C" JANUA r$, TO-00 1 CABLE CLAMPS SHEET 3 OF PLACE 3"-6" SPALLS AROUND THE PIPE AND AROUND THE ENDS FOR 3 / \ EROSION CONTROL. \ UNDERDRAIN/ \ OPEN ENDS IE= 2?. 50 • S 10 ELEV=22.28 - -- TOP OF RAIL ---- - _ - IvEaERA ENG9NEEA&aM DYFUSER Dr, T&L EVERE?T,WASHINOTON NOT TO SCALE DEC 2 2 Ic'.0Fni Zipler Zeman Associates, InZ! Geotechnical and Environmental Consulting City of Edmonds Community Services Department 250 — 5th Avenue North Edmonds, Washington 98020 Attention: Ms. Jeannine Graf, Building Official J-560 September 28, 1999 RECEIVED SEP 3 0 1999 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS Subject: Geotechnical Review: Preliminary Comments Proposed Addition/Remodel of Blattner Residence 16420 76th Avenue West Edmonds, Washington Dear Ms.'Graf: This letter presents our conclusions and recommendations concerning our geotechnical review of building permit application documents for the referenced project. These services were requested with your transmittal on September 10, 1999. The plan review number for this project is 99-327. Zipper Zeman Associates, Inc. services were limited to geotechnical review for the referenced project. These review services do not include design, analysis, or engineering recommendations for the project. These review services were provided for the purpose of evaluating conformance of the documents with City of Edmonds permit requirements. These services were provided for the exclusive use of the City of Edmonds for specific application to the referenced project and purpose. On September 23, 1999, we met with Mr. Stephen Sullivan, the lead design professional for the applicant, at the subject property. The purpose of this site ..Meeting was to view the area of planned new construction, and the general site geologic and topographic conditions. As a result of that site visit and review of the geotechnical report for the project, this letter provides our initial comments regarding the submittal. Supplemental comments, regarding other aspects of the submittal plans, specifications, and declarations, are enclosed with this letter. It may be necessary to modify or update these supplemental comments following receipt of the geotechnical information described below. The geotechnical report by Liu & Associates, Inc. dated May 3, 1999 is based on reconnaissance, hand probing, and review of a geologic map. We recommend that.the engineer be required to supplement the geotechnical report with subsurface explorations. The geotechnical engineer should also provide sufficient reconnaissance or exploration of the areas downslope to the north and west of the residence to determine stratigraphy and whether groundwater seepage is present on this slope. The purpose of the additional geotechnical field work. is to confirm whether the house is situated on a stable "knob" of glacial till (as interpreted by the engineer 19231 - 360'Avenue W, Suite B201 Lynnwood, Washington 98036 (425) 771 - 3304 J560,092899 City of Edmonds • • J-560 Blattner Residence September 28, 1999 Page 2 based on limited data) or a prehistoric block failure (as is suggested by the topography of the site and surrounding areas). The engineer should provide sufficient exploratory work to make this determination. If very dense glacial till is confirmed to underlie the site, a shallow hand boring may be sufficient, together with mapping of the slopes. If very dense glacial till is not encountered at shallow depths, a deeper boring would be considered necessary. We appreciate the opportunity to have provided this review. Please feel free to call if you have any questions or need additional information. Respectfully submitted, Zipper Zeman Associates, Inc. Z 1 John E. Zipper, P. E. crwvil President l,rs Enclosure: Summary of Submittal Status: September 28, 1999 19231 — 368'Avenue W., Suite B20 t Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 IXPIRES 1 / 24 / 01 (425) 77l — 3304 1560,092899 City of Edmonds • Blattner Residence: Enclosure Proposed Addition/Remodel of Blattner Residence 16420 76`h Avenue West Edmonds, Washington • J-560 September 28, 1999 Page E-1 Summary of Submittal Status Ordinance No. 2661 of the City of Edmonds, dated January 27, 1988 and revised February 29, 1988 contains requirements for design, geotechnical analysis, construction, and permit submittal within the Meadowdale Slide area of Edmonds. Paragraph 19.05.000 of the ordinance defines the purpose of the ordinance. Paragraph 19.05.030 describes required application submissions. The following sections of this summary contain our conclusions regarding the submittals received by our office for this project, including conformance with the required application submissions noted in the ordinance. Additionally, this summary comments on conformance with Paragraph 19.05.050 of the ordinance, which describes disclosures, declarations, covenants, and waivers required for construction in the Meadowdale Slide area. The site evaluation checklist utilized for this review is titled "Meadowdale Earth Subsidence Landslide Hazard Area Checklist for Permit Submittal" and appears to be dated May 1999. The status of the submitted geotechnical report by Liu & Associates, Inc.. dated May 3, 1999 is summarized below: The following submittals are required by the referenced ordinance: Critical areas determination — Complete. 2. Lead design professional designation and statement - Complete. Vicinity Map — Complete. 4. Topographic Map —Complete. Environmental Checklist - Complete. 6. Land Clearing/Tree Cutting Plan — Complete. 7. Geotechnical Report — The geotechnical report is required to discuss all items within the referenced checklist and to make specific recommendations, as listed in the "Geotechnical Report Guidelines" dated May 1999 by the City of Edmonds. We recommend that the geotechnical report by Liu &_Associates, Inc.. dated May 3, 1999 be supplemented as described in this letter. We recommend that -supplemental geotechnical field explorations'be conducted and submitted to conform with this provision. Drainage Plan — Complete. 9. Grading Plan — Complete. 10. Architectural and Structural Plans — Complete. 11. Affidavit of Notice of Application — Complete 12. Applicant/Owner Liability and Landslide Acknowledgement — Complete. 19231— 36'° Avenue W, Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 (425) 771 — 3304 J560,092899 City of Edmonds Blattner Residence: Enclosure 13. Geotechnical Declaration and Statement of Risk — Complete. 14. Architect and/or Structural Engineer Declaration — Complete. 15. Applicant/Owner Covenant to Notify and Hold Harmless — Complete. 19231 — 36t° Avenue W., Suite B201 Zipper Zeman Associates, Inc. Lynnwood, Washington 98036 J-560 September 28, 1999 Page E-2 (425) 771 — 3304 J560,092899 I • DESIGN CONSULTANTS BUILDING DESIGNERS P.O. Box 1306 Mukilteo, Wa. 98275 Offices at 807 — 2'd St. Mukilteo, Wa 98275 (425) 745-6569 Aug. 23, 1999 To: City of Edmonds 121- 5" Ave. N. Edmonds, Wa. 98020 Re: Renee & Nicholas Blattner Addition 16420 — 76" Ave. W. Edmonds, Wa. 98020 Meadowdale Ordinance Dear Building Official: RECEIVED S�.s p 10 1999 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS We received, read, and incorporated the design recommendations contained in the Geotechnical report furnished us by the Blattners for their addition at the above location, and feel the Blattners have a firm grasp of the ramifications of putting an addition on this site. We also have reviewed the Geotech report on the property to the North for information that may impact this site. Respect y y s Charles C. Lee A.I.B.D. versonAlly appeared before me Charles C. Lee this 23rd day of August, 1999 otar Public County of.Snohomish in and for the state of Washington Notary expires 1211101 Chopelas#Associates Engineering & Design Services ve D 3611 168t' St. NE, Suite D Arlington, WA 98223 ' 10 1999 (360) 653-4615; FAX (360) 651-2085 '!i-'' 7°rtENT SERVICES cTR. ry OF EDMONnn August 31, 1999 Nick & Renee Blattner 16420 76`" Avenue W Edmonds, WA 98026 RE: Declaration of risk Dear Mr. & Mrs. Blattner, E Pursuant to the City of Edmonds requirements; the grading and drainage plans prepared by this office incorporates measures to reduce the risk of earth movement on your project. The geotechnical report was thoroughly reviewed and understood, the site was inspected and all of the recommendations, along with some additional protective measures developed by this office, were incorporated into the site plans to minimize the of risk any earth movement. There is significant risk of shallow, superficial, debris slides on the slopes if these recommendations are not followed. It is important that no concentrated storm water runoff occurs on the slope and that vegetation is maintained to prevent erosion and debris flows. Adherence to the plans will minimize the potential for this hazard. 27974 �joNAL 'AC /Y9 Peter Chopelas PE 1EYMPH 12-14- 00 M M REED & ASSOCIATES, PS CIVIL & STRUCTURAL ENGINEERING 144 - RAILROAD AVE. #206 - EDMONDS, WA. 98020 OFFICE (425) 778-2793 - FAX (425) 775-2073 August 24, 1999 RECEIVED 10 1999 City of Edmonds °EVE LITy N E SERVICES S CTR. Attn: Building Official 121 — 51h Avenue North Edmonds, WA. 98020 RE: Renee and Nicholas Blattner addition Located at 16420 — 76`h Avenue West Edmonds, WA. 98020 Meadowdale Ordinance Reed & Associates, PS #99-167 To whom it may concern, This office did the lateral analysis and design only on the reference project. However, we have read a copy of the Geotechnical Report and have worked closely with Design Consultants to insure that they understood all of the recommendations outlined in the Geotechnical Report by: LIU & Associates, Inc., dated May 3, 1999. Chuck Lee from Design Consultants has gone over this report with the Blattners and has explained potential problems to them. If you have any questions or require additional information, please contact this office at (425) 778-2793. Sincerely, Wendell Reed PE, CBO Reed & Associates, PS �lVE L.L oF wasy�tico�{O co M�4�=• 2 �30771 GlSTL� �SS10NAA-ENC� i'.t f . LIU & ASSOCfATES, INC. n] Geotechnical Engineering Engineering Geology Earth Science Planning Department City of Edmonds 250 — 5`11 Avenue North Edmonds, WA 98020 Dear Madams/Sirs: August 20, 1900E C E 1 V E D `' 19 1999 r "•- :..OPMENT SERVICES CTR. iATV OF EDMONDS Subject: Risk Evaluation Statement Addition to Nicholas and Renee Blattner Residence 16420 — 76`h Avenue West Edmonds, Washington L&A Job No. 9037 We previously completed a geotechnical investigation for the addition to your residence at the above address. Our findings, conclusions and recommendations of that investigation are presented in our report dated May 3, 1999. We also received from the Sullivan Company, Inc. and performed a geotechnical review on a set each of the structural plans and specifications, civil plans and drainage report for the proposed addition. The following are our opinions resulting from this review: 1. The geotechnical recommendations in our 5/3/99 have been incorporated into the structural and civil plans. 2. It is our judgment that provided the recommendations and the conditions set forth in our 5/3/99 report are closely followed during construction and after the completion of the proposed addition, the areas disturbed by construction will be stabilized and remain stable and will not increase the potential for soil movement. In our opinion, the risk of damage to the proposed development and from the development to adjacent properties from soil instability should be minimal. 3. We estimate that the statistical probability of earth movement within a 25 year period will be less than 5 percent, as the site is underlain by very dense glacial till of very high shear strength. The susceptibility of the site to risk of soil movement should be minimal. 19213 Kenlake Place NE Kenmore, WA 98028 Phone (425) 483-9134 Fax (425) 486-2746 M August 20, 1999 Addition to Blattner Residence L&A Job No. 9037 Page 2 Besides the recommendations in our 5/3/99, no specific site improvements for soil movement hazard mitigation will be required. Please call if you have any questions. Yours very truly, LIU & ASSOCIATES, INC. J. S. (Julian) Liu, Ph.D., P.E. Consulting Geotechnical Engineer WM 7/171 Z. 00 Copy to: Renee Blattner Steve Sullivan/The Sullivan Company LIU & ASSOCIATES, INC. t� �r 00 0000 d O OO�E�-- G��p ❑❑F 0 ❑ El SEP 10 1999 c o m p a n y I n C pEyElOPM of EDMONDS �Ta architects ❑ contractors ^ E T 1` ( LEAD DESIGN PROFESSIONAL STATEXENT `` "� r5lL I, Stephen R. Sullivan, am a Washington State Licensed Architect and will be acting as the lead design professional during the permit review process for Renee & Nicholas Blattner with regard to their proposed addition to their home at 16420 76th Ave West, Edmonds, WA 98026. I have reviewed the geotechnical report, understand its recommendations and verified that these measures have been incorporated into the design so as to reduce the potential risk of injury or damage from any earth movement. (; - ��- L, 4-,-. StephA R. Sullivan, Architect The Sullivan Company, Inc. 18596 76th Ave. W. Edmonds, WA 98026 ° (206) 778-6812 11 SULLICI * 09702 RECEIVED • MAY 0 :9 2000 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS OWNER LIABILITY & LANDSLIDE ACKNOWLEDGMENT We, the owners.. Renee Blattner and Nicholas Blattner warrant that all the subbmittal information is accurate and is n a form that relieves the City and its staff from any liability associated with reliance on such permit application s�Zbmitt-ls. ?�'_l reports that are being submitted with, this application are accurate and were completed for tiis specific protect. Our decision to m31C$ this application is used sole3y on the infOrma`10i `_p17 pL•= aesigr_ pra=essicnals. We understand and accept the risks associated with developing in the Meadowdale Landslide Area, an area witz potential Unastable soils and Vill advise in writi31L' any = ros✓ect_ve purchasers Of tiles Site 4r aS_� x^+�G3�.eCtive _essees of structures on. the site of the s -Lde potential of the area. Renee Blattner DATE Nicholas Blattner -: STATE OF WASHINGTON 1a, �e��� ) ) � a A • COUNTY OF ':;:0(401{1!1s T I, ••.y ` I certify that I know .or have satisfactory evidenA,,,fh *e Blattner signed this document and acknowledged it to�My'pier free and voluntary act for the purposes mentioned in this document. Dated this _ day of _Uk -I I %if_1*11 i PUBLIC - commissi STATE OF WASHINGTON COUNTY OF Ig •, 'V i p�l+�L4S I certify that I know or have satisfactory evidence "t'! ati,_ 'wee~ Blattner signed this document and acknowledged it to be her free and voluntary act for the purposes mentioned in this document. Dated this _ day of tj 24wo #- V - NOTARY PUBLIC - commi si a ires: �m tb • 0 0 0 0 0 o a o El El El IL7 El F 0 O OOO� OD 00 000000000 0 —�7Q DDDOC�G�OD � company inc architects ❑ contractors LAND CLEARING/TREECUTTING PLAN NO TREES ARE TO BE CUT DOWN WITH THIS PROJECT. NOTE: This project will not require for any trees to be cut or removed from this site with regards to this remodel. \� Stephe R. Sullivan ��yy1 Lead Design Professional V fay SEP 10 1999 DEVELC4N CTR. OF EOMONDS 18596 76th Ave, W. Edmonds, WA 98026 ❑ (206) 778-6812 11 SULLICI * 09702 t� • 00 0000 00 j� 0 000� �Q QQQQ�Q00 Q 0❑❑ 0=❑ ❑ 1)ftSAP to 1999 c o m p a n y I n C »'�OF EpM�NDSS CTR. architects ❑ contractors GRADING PLAN Peter Chopelas of Chopelas & Associates have include the grading plan in their DRAINAGE PLAN and DRAINfAGE REPORT. This project requires only minimal modification of contours. These modification will be under two feet and will be within ten feet of the house and will be mainly for landscaping. Stephe R. Sullivan Lead Design Professional 18596 76th Ave, W. Edmonds, WA 98026 ❑ (206) 778-6812 11 SULLICI * 09702 wow RET. WALL /apV4s I , 'VIF P62 rl**10 WE).GWrLCALC5 77. ir 7_13 r 17. A(. v 7- 2 RE-CEIVED SEP IQ 1999 DEVELOPMENT MUM 05. OTY OF EDMONDI r FND. Ic, a5- W 78214 LS 9X 1997 CNF Z I 5E CORNER OF At /I OF LOT 2 I- -T- In Az v ....... ... . L 7' MD. P.X NAIL T_ ­-_S END NOT FOUND -"CARPORT I. NAY.' 04.& i GRAVEL 1'60VE' 0 P?� -97 I kF- FS_ _Q 7 15 LOLL - uppORT P_ 'IN 85 4* 854,6 .0 j3>, c_ -A P)� Eli BY FND. RIC 7 LS 94J5 (JUNE 1997) n 014-.eA K I-, SUPPLEMENTAL ADDENDUM rinNn II047f,AR-0.1 Borrower/Cllent BLATTNER _ Property Address 16420 76th Avenue West _ylt Edmonds count' Snohomish slaw WA ZIpGode 98026 Lender Boeing Employees' Credit Union SUBJECT I_EGAI_ DESCRIPTION SCHEDULE C PARCEL A W The South half of Lot 3 and all of Lot 4, (flock 97, Plat of'Meadowdalz Beach, according to the plat thereof recorded in Volume 6 of Placs, page 38, records of Snohomish County, Washington, together with that portion of vacated road adjacent to ana West of said Lot 4 ana the South half of Lot 3; being North of the Westerly prolongation of the Soucn line of said Lot 4 and South of the. Westerly prolongation of the North line of the South half of said Lot 3. PARCEL 9 Lots 25 and 26, BlacK A, Plat of Aeaaowdale Tide Lands dccordiny to the plat thereof recorded in Volume u of Plats, page 20, records of Snohomisn County, washington. PARCEL C ; That portion of Tract 90, Plat of Meadowdal2 Beach, according to the plat thareof'recorded in Volume 5 of Plats, page 3B, recoras of Snohomish County, Washington lying South of the Easterly projection of the North line of the South half of Lot 3, Block 97 of said Plat of Meadowaale Beach and north of the Easterly projection of the South line of Lot 4, Block 97, of said Plat of Meadowdale Beach, together with that portion of a vacated 40.0 foot road lying between saia portion of said Tract 90, and said South half of Lot 3 and Lot 4, Block 97 in said Plat and South of the Easterly projection of the Norttt line of said Lot 3, and North of the Easterly Projection of the South line.of said Lot 4. Except that portion lying Easterly of the Westerly margin of the comnty road. Situate in the County of Snohomish, Stag of WaShington. 1, LEGEND 0 SET 5/8 x 24" REBAR/CAP WSI 16916 FND. 4"x 4" WOOD MONUMENT (SET BY CLIENT) x SET CONCRETE NAIL WITH FLASHER (CNF) WSI 16916 ® MONUMENT CASE NOT FOUND 16916 OR SET M N/CASE WSI Q MONUMENT NOT FOUND w OR SET MONUMENT WSI 16916 SECTION CORNER NOT FOUND ® FOUND REBAR / I.P. (IRON PIPE) OFOUND MONUMENT/CASE G-4 GROUP 4 (D) DEED (C) CALCULATED (BLA) BOUNDARY LINE ADJUSTMENT (G-4) (VOL. 36, PG. 74, A.F. NO. 9110035007) Cy CENTERUNE L PROPERTY LINE X FENCE LINE ® STORM CATCH BASIN xQ STORM DRAIN MANHOLE D OS SANITARY SEWER MANHOLE -� POWER POLE �r GUY POLE ®W WATER METER W WATER VALVE ig1 FIRE HYDRANT �; -- ---- GAS LINE WATER LINE --W POWER LINE SS SEWER LINE NE 114, NE 114, SEC. 7, T. 2 7N. , R- 4E. , W M, FND. 4"x4" CONCONC./ 12■ ■ MON/CASE W/ 2- NW 1 /4, NW 1 /4.9 SE`� • T. 27N' R. 4E• W. M. - iy� BRASS DISK & PUNCH, y n OMI jsi 1 Co UNj /' I ASd l l NG T O � 0. 4' DOWN, LS N0. 15023 ., SNOH CB (TYPE II)= 81, 40 n (JUNE 1997) 18" CMP (W = 74.49 -1 w� 18" RCP (N =74.65 � i 18" RCP (S)=74.47 ^ I R�t,/f (, EQ), r`'� �� ` ! � �12'CMP (E)=77.2t vJ m f ' �/ 'V 0 till PQ FND. 4"x4" CONC. Q // �� MON/CASE W/ 2" BRASS DISK & PUNCH, f J'f / �/' SECTION CORNER 6 5 �' e 0.4' DOWN, LS NO. 15023 1' C=�Y ` /' MON NOT FOUND - N 873543" W (JUNE 1997) 7 8 213.40 " !S h0 ; r` �O t ^O r p 'i �� %` ;` ' ,i / ri• ixt` FH ;/` /'/ ` . /tSQ..' ,.! /' �? / ( / (' SSMH TOP,=49.60/ / f ' SCALE: 1" = 30' ' t / % q / / / I.E. (N =4 40 / ' / r / :1 j / µ 1 ! ,'' 11.E. (S =42.67 ��i %I It ' / I ;' !% I / % ' I.E. (E =42.75 ' / ( , 60 , %r , ' 1 II / l ❑ / / / f, ' ! ! t %'r' 0 15 30 1`' ' '' 7 : ` �' r' (,� G� '`� J , %� i! i.: l� ! /I /' r Iw. :/;' ;'' MERIDIAN: ROS VOL. 34, PG. 170 '/--110' SANITARY SEWER ESM'r ; t �;I ,,� �� I ilk v� BASIS OF BEARINGS: CENTERLINE 75TH PL. W. 1(5''A.F. NO. 8306230308 EACHSIDE OF SEWER UNE) ' 1ifs f 1 , tiyL i / , • 'i ! � � / ; � � � • I / ,/ , �/ j ,; I` / y �I� � MEETS OR EXCEEDS i '��' ;,• / /` ! I ! ( ;' I '�"► SURVEY STANDARD AS PER // /.'J / �' /'./,•"/,r /! Il i, I '�. r' (t(� �a / f!i"`�Y �f ';`` r• // %'r //'• ;,` �7 y\ '1 I j• j ''`. �J 'c' / s w , . ;• i \ WAC 332-130-090, PART (1)(D) ' ` I FND. 1-1 2" IP ; I WAC 332-130-100 / I l i pJ 87 35 43 W / i I i I - i` JUNE 19 ) S -` t1 INSTRUMENT USED: ' //,.`! / !` / ! / '� . ,.�'... ;,! 259.77 ----- 2,p. X WILD TC-1010 / 67ij© SSMH N0. 11 NE CORNER /' / y l / r,% ! ,- ' / ! /` .I� j I TOP=104:83 SURVEY PERFORMED BY FIELD TRAVERSE OF LOT 2 ,� ! / , ; l % ;%' F: ��� I I.E. (S)=79.11 + r J`'O/ i I.E. (S)=79.11 to ry,; '! O �' ,r;' ! / ' ^` ; 1 / C� { J '` , / ! ;' / i 2 '' h /I,';' !i ! ' ' 1 /' !'/ ii` �/` -'' / t ,i ° �'. ,'20' -, LINE TABLE /, O f t.w� !. i i i IS4 - -•.-_ /4.4 �:' %%' !/! , ! / I I a ! !` �' ; 1 o NO. BEAR I NG D 1 STANCE �ii'' �...' 1 . , p - --- i ; Till ,' °j,�', l � , •; L i N 30 46 17 E(C) 9.27(C) %�� "/ / /' i':' ,r� / `� ' i` I. ,. ' 1� (TYPE 8s.3z 0.0 5" E(BLA) 0.27( LA) / ,• ,i I / .i j _Lr al �� r I I / f l�i �` . ; �ryCe ( (►) N 3 3 �0 Bi • ' ! % ;,F• '� ; 12" RCP S -84.67 /`'I` , ' 1 0h S L2 N 01 13 41 E(C) 12. 17(C) j` �j+// . _ ....__.-- , f /(/ ! /O j I /``! ^4 (' 4 lv ,j' 12" CMP (E)=85.70 . , a ,.•___„,•--- -- �.- � � % ;I � /`,/ V , p4/ 1, 12" RCP (E)=84.7f N 01 11 45 E(BLA) ( ) t 12.0 L :: , , / • ; •, ::... So- _.. - t!7 ' _ -•-- -- -- --- - •--------------------- ' ' ` ` - ' �. 1 RCP. (N)=84.19 : •� 1, - CURVE TABLE ......_. . -- / - ' i = N0. DELTA RADIUS LENGTH STEPS `._...._ - =: :; __ ''/ / ! ...-.. ',�`:/` ' �' FND. R'`C:' i , / / f'; / `'L i % %', :! : " ; `.'' ..i [ a ,� �' '! `' LS 94 5 : r,� ; r ; ! 4 C2 0 *45'20" 4457.50 58. 78 _.� w 81.14 '"— `-:r--• r -r - 4.. ' i (: 3 ► i 7 44C N 87`,: %• ', / !•`j ,�i't,! / / ! r'• !•/,• , / .,�.__ ... ..`.. •��,.,_ Q ll - '• i' /' ! %' gyp`• j ti- ,i: •.�i I /�O QAM %• / ' ,/!I (� ,r i'" / I• !;' .// / ! `// ' / - \.... / / � ___• ..- .• "-• •' I/ /,' ,,' � / ,•r i ,:,� 1 t / '' ...fie.. ii� /` /' G-4 '\O,0 cy .../ ....: CORNER OF /i CNF ... - t a '',1/2 OF LOT 2Eli:r ;• ' /`�-7 ., _._. •: %!( �.: •; / : r, pit; ; T �� n :. + - r ! . ! ! i I. , ';; • .�,..,�.; ,if% / /rt: ;, -�- %` Ji ry f• '' ,i�rIc ------------ 11 I.E. NORTH r ( � MH N0. / P SS i BM ) I PREVIOUS.._.. - - - i• 9� ! is t' 0P 4' ` 1 - --- i-- l - SLIDE AREA - ',/ ==-` •- � �, . ` 8d - ` / �'� . !` FND P K NAIL /� �Q Q = if AFFc !' j ; �` i of r _ -...........f' 20' VERTICAL DATUM / wi , ` / -: % ,•`- -, 20 MONDS ' WOOD i j ,. _ CITY OF ED F,r� ?' �-5. END NOT FOUND r lh'; %, RET. ' \! �&I .. - - --4' T �.:�,%i' ;" x SSMH (TOP)-104.83 SEWER AS-BUIL o .off' : SFR `_;t' CARPOR ( I p1�1VE Ay'` i i!, / e 8-= { VE L W P/ r I.E. (N =97.68 0 :%.';,//' WALL fi//' 16420 r _%.-{_ „ ; GRA �� ,�/' ,' f' I.E. (S)=97,91 A� ��I�GCI�7CUCILS��[ �tlJ31�n p,CONC. WAL 0 ,' ` ' :.';'� I ;/ ./ • ,% /, .: � 8737 39 "W(BLA �. _� �., - --= • `'; , ,� ..,.•' �°' ; ,; ,�3� $1. +'E' �,r " 't`1 _ mot. P a'�� ! r` - FND. R C - - ,121.82(C,��' 121.81(BLA) �_.._ - , ------ -... '�',' 0 9/ /• �Ir� , : . � ` 6"d SUPPORT PbTS(TYP.) 1627,1 _' LS ,9435 ! 5� l' : " ' �' i , •, l: A ,; !�. - ...` , � ..�•' " ` (JUNE 199 7) '� ROC ER -`y�" 8 46 4y C '.` . •..:.— FND. % / r M N 85'48'24"-W BLA)- �- 5, X : '-� %0� !%.'.! I��E ..�, -- _--------- _ - .. LS 94335 ' / ' , [t`_ (; I ,WIRE FENCE // ' ; ` i% �! . `~ �.:..� ...��`,ti _ - ~ ..._.- (JUNE 199 7); a E 0 % ,: FND. R/C l �` jj ~,_ .._..._.._ / ' 1� - FND. 1-1/4" IP I - I .�..1 - NOTES JUNE 1997 i ~ �, • `- _ .-.. �.. ( ) (JUNE 1997) ! j j j -!!, r ,. I R___. 4 ~~ « « , ! r 1.) THE LOCATION OF UTILITIES AS SHOWN SERVING THE SUBJECT PROPERTY i I 1 . - tea, "� — PER ROS VOL. 40, PG. 36.., I , _ j HAVE BEEN TAKEN FROM PUBLIC RECORDS WE CANNOT CERnFY TO THEIR BLA AREA DOES NOT CLOSE T~ . 1',� ( t i 44 ---•-•--f ~ ; ` ACCURACY AND/OR COMPLETENESS. BEFORE COMMENCING CONSTRUCTION PROP LINES ARE APPROX. 1a.1 �'� 9° \\,..... ;~ SFR �� , --- ^w , --\,I INVOLVING EXCAVATION OR REMOVAL OF EXISTING STRUCTURES, CALL A - - - CB (TYPE I)=111.85 �.. - LOCATING SERVICE OR 1-800-424-5555 FOR VERIFICA710N OF UNDERGROUND 16508 ( )= UTILITY LOCATIONS. " -•-• •--- -- ,_._. ...... ...... _�° -.,. �"� �mm .. �� ' 8" RCP NE ] 10.20 j"� a 12" RCP (W)=109.88 i' -- R E 2.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES 1� WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS RECER71FICATION BY THE LAND (, SEP 10 1999 SURVEYOR. THIS MAP DOES NOT REPRESENT A t DEVELOPMENT C TY OF EDMONDS cTR. SHOWN ARE C'ALC L AED PER BBOUNDARY OUNDARY LINEADJUSTMENT BY GROUP 4. ; (VOL. 40, PG. 36, A.F. NO. 9304145004) TOPOGRAPHY MAP FOR: 1 a HAIr, Western 356-2700 �� : El 0 _ urve ors OR NE 114, NE '114, SEC.7, T.27N., R.4E., W.M. / C. 742 550Q NW 1/4, NW 1/4, SEC.8, T.27N., R.4E., W.M. 16 161 9Y DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALD �01 ST VIS LAND USE CONSULTANTS RKL 7/11/97 MSF 7/16197 - R.G. HILLIARD 1" = 30' I AE 10 CIVIL ENGINEERS m LAND SURVEYORS DWG. FILENAME CHK. BY F.B. NO. JOB NO. SHT. NO. EXPIRES: 5-25-1998 13000 HWY 99 SOUTH, EVERETr, WA., 98204, FAX (425)356-2708 97077T1.DWG TLQ 213A 97-077-A 1 of /G4zv 76i4e%/ w I LEGEND 0 SET 5/8 is 24" REBAR/CAP WSI 16916 FND.4 4"x " WOOD MONUMENT (SET BY CLIENT) �o� SET CONCRETE NAIL WITH � FLASHER (CNF) WSI 16916 MONUMENT CASE NOT FOUND ® OR SET M N/CASE WSI 16916 MONUMENTFOUND MONUMENT ORI 16916 SET SECTION CORNER NOT FOUND 0 FOUND REBAR / I.P. (IRON PIPE) OFOUND MONUMENT/CASE G-4 GROUP 4 (0) DEED (C) CALCULATED (BLA) BOUNDARY LINE ADJUSTMENT (G-4) (VOL. 36, PG. 74, A.F. NO. 9110035007) r ty CENTERUNE L PROPERTY LINE x X FENCE LINE ® STORM CATCH BASIN Ux STORM DRAIN MANHOLE D 0S SANITARY SEWER MANHOLE -� POWER POLE Ir GUY POLE ®W WATER METER W ' WATER VALVE '9 FIRE HYDRANT -0- GAS LINE --W WA TER LINE P POWER LINE SS SEWER LINE . l NE 1/4', NE 1/4, T. 2 7N. R. 4EW. M. SEC. �, , , N 114 N 4 SEC. 8 T.27N., R. 4E., W.M. 62 - .. ° - , CB (TYPE II)= .40SNOHOMISH CO UNTY18"CMP (W)=74.49� � 18" RCP (N)=74.65 r NUOE 0 001 V��//l � 8L co5tff � '7 12" CMP (E)=77.2t i' MD '(f �i? Eo °�J FND. 4"x4" CONG MON/CASE W/ 2" j SECTION CORNER T r W. T BRASS DISK & PUNCH, t78 I 0.4 DOWN, LS N0. 15023 MON NOT FOUND � ' N 873543" W (JUNE 1997) i is X SO,' % a ` : / / SSMH TOP) 49.60 / `/ I.E f S =42.67 yY•`r i. / / // '% �`' j' a ( i i./ / / % /rI.E. E =42.75cs pp a ( / r/ / ? , 10' SANITARY SEWER ESM'T ,/ /r % j% r� I / ( 1 Q ` / A.F. NO. 8306230308 J r I (5' EACH SIDE OF SEWER LINE)- i %ji C. 10 ------------ SFR ' 1 cyya,a i 16508 FND. 4"x4" CONC. MON/CASE W/ 2" BRASS DISK & PUNCH, 0.4' DOWN, LS NO. 15023 " (JUNE 1997) SCALE: 1" - `30' 0 15 30 60 l MERIDIAN: ROS. VOL. 54, PG. 170 BASIS OF BEARINGS: CENTERLINE 75TH PL. W. MEETS OR EXCEEDS SURVEY STANDARD AS PER WAC 332-130-090, PART (1)(D) WAC 332-130-100 SSMH NO. 11 INSTRUMENT USED: WILD TC-101.0 TOP=104.83 SURVEY PERFORMED BY FIELD TRAVERSE I.E. (S)=79.11 I.E. (S)= 79.11 :2D''_i_- LINE TABLE J, o ; ./ NO. BEAR 1 hIr' DISTANCE L 1 N 30' 46 '1 7"E(C) 9.2 7(C) ce (TYPE 1))=89.32 N 30'03'05 E(BLA) 9.27(BLA) j f:7' 1S I 12 RCP (9)=84.67 ► " , 12" cMP (E)=85.70 L2 N 01 13 41 E(C) 12. 17(C) 12" RCP (E)=84.7f N 01 ' 11 '45". E(BLA) 12. 06(BLA) 18" RCP? (N)=84.19 �O%ry %rl.r - CURVE TABLE 2 NO. DELTA RADIUS LENGTH r, '.;. ' Ir r/.,`;',' • C2 0'45'20" 4457.50 o . 78 - -- 1 C1 1'17'53 445 7. 50 160.99 ELEV, 78, 90 FND. P.K. NAIL IV VERTICAL DATUM SSMH (TOP)=104.83 CITY OF EDMONDS I.E. (N =97.68 SEWER AS -GUILTS I.E. (S)=97.91 p� FND. RIC,rau,°�y� LS 9435 (JUNE 1997) A, I NOTES 1.) THE LOCATION OF UTIUVES AS SHOWN SERVING THE SUBJECT PROPERTY HAVE BEEN TAKEN FROM PUBLIC RECORDS. WE CANNOT CERTIFY TO THEIR ACCURACY AND/OR COMPLETENESS. BEFORE COMMENCING CONSTRUCTION CB (TYPE 1)=111.85 INVOLVING EXCAVATION OR REMOVAL OF EXISTING STRUCTURES, CALL A LOCATINO-SERWCE OR 1-800-424-5555 FOR VERIFICATION OF UNDERGROUND 8" RCP (NE)=110.20 UTILITY LOCATIONS. 12" RCP (W)=109.88 2.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES, WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO ANY UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND SURVEYOR. 3.) THIS MAP DOES NOT REPRESENT A BOUNDARY SURVEY. BOUNDARY LINES SHOWN ARE CALCULTAED PER BOUNDARY LINE ADJUSTMENT BY GROUP 4. (VOL. 40, PG. 36, A.F. NO. 9304145004) A /6g2a 7(� At 141