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1122 VISTA PL.PDF1122 VISTA PL ADDRESS: TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS(RECORDED)FOR: CRITICAL AREAS:. _ T5 - as Z DETERMINATION: ❑ Conditional Waiver Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #:_ GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DA' OTHER: LID #: LOT: BLOCK: L:\TEMP\DSrs\Fomis\Street File Checklist.doc DEPARTMENT OF I PER.INTERNATIONAL RESIDENTI AT: 1122 Vista Place`` - Occupancy established by this certificate:" R3"" t ,. No. Stories: 2 Basement:; 'NIA-" ep fr; ; i- IL^DINGS CODE �SECTION R110 ►BuildingfPermit #: BLD2009-0345 Dwelling Units: 1 Type:of Construction: VB Owner of building: KeIIVF Stacy Jo-riienserii - The Single Family Residence at 1122 Vista Place ha"sabeNfinspected and approved complying with the requirements of the 2006 edition of the International Residential Code as _Adopte group and division of occupancy and the use for which the proposed occupancy is classified. Issued this 7th day of May, MK Chief Building Official By: Any change• of occupancy or use requires a permit and a- new Certificate of Occupancy issued by the City of Edmonds Building Official. 0 PLANNING DATA SINGLE FAMILY RESIDENTIAL 41 11 STREET FILE Name: Date: Site Address: V, Plan Check # (9 Project Description: Reduced Site Plan Provided NO) Zoning: Map Page: Corner Lot: (YES Flag Lot: (YES / 10 Critical Areas Determination ff: rp A- 6AD F-7 V . I U 61aff:c. ��10 A rfp,� AP -Study Required ,L�_ 0 El Waiver SEPA Determination: Exempt pl,#rok, 3oo co , c'mCh ❑ Needed (for over 500 cubic yards of grading) .0 Fee 0 Checklist 0 APO List with notarized form Rewired Setbacks St tWrer: Sid Sides Rear: Z_ 5- Actual Setbacks Street: El Detached Structures: El Rockeries: El Fences[Trellises: El Bay Windows/Projecting Modulation: El Stairs/Deck: Height Datum Point: G Datum Elevation'. 2. S _2 f Maximum Height Allowed: -ZSCZ �( i Z! Actual Height: 2 q M 'CZ 50 , S �) Other Parking Required: Parking Provided: Lot Area: 0 Maximum Lot Coverage: 35% Proposed: 20- 3 11/0 Lot Coverage Calculations: 1W U 3 Q I S_ - S_ ADU Created: (YES Subdivision: Legal Nonconforming Land Use Determination Issued: (YES /EO)) Comments—#-t-. / - - , - ,- 14- Z L9 130, -, c 6 - -L 4. C 2 2- -S D 7Z 2 Z_ Plan Review By: PWwwiq Data Foum 04-11 46_doc ®WNE R/COIU7'RA�T ASPHALT OR EROSIO OR IS RESp CONCRETE DRIVEN EX. WA METER TO REMAIN N CONTROL AND .p NSIB4E FO AND SERVE NEW HOUSE RAIi ---------- 0 20' Road Easement Established) in 1953 perAFN '— — — — — — — — — — — — — — — SILT FENCE �---- x ,3A �8 S :89E i Q0�0i mi. 2' WIDE BY 2' DEEP TRENCH x n 5$5 FILLED WITH WASHED ROCK FOR INFILTRATION. I 1 O x� o .�.Cn PROVED y `y c r TuB." RxCEERINC"AT�i t t , ER te In l i i i TBR ".t31 E TIC�HTLINE �lCCf.�T �'ERIA4. - ''^'-` - --YARD DRAII.N 221.Of SOR 35 I E = 219.0 x I - ; �' -' i; i - try' SCH 40 SEE DETAIL N -12 - - PO x 10' MIN c r • ... 35'x4'x4' ROOF o o'�` EM, i DOWNSPOUT INFILTRATION e 1 i i �o `' o i TRENCH, SEE DETAIL 0 1 ':. �9 U ! Z .0 Uo i I ti v' Z, TBR r AUG 0 2099 10.0 G 1 � SETBACK 1 ' +.iil.DENG tJ[PA€t'1'FAEP.N'! YARD DRAINt'- � _- i — — — RIM = 221.0±.. IE = 219.01 CA SEE DETAIL'S x' � '&",PVC DOWNSPOUT t co i o CONNECTION (TYP.) EET.FILE 90.43' , --�-' S 189'34'28" E I Fc)und Rebar &'� L A / AiN; Cop, LS 22969 ACL 0.19' .t & 0.07 N � ' • • 2717 Rockefeller Avenue O M F. G A Everett, WA 98201 ENGINEERING, INC. 425.387.3820 fax 425.259.1958 August 20, 2009 FA D BY Jerry Shuster ;STOENGINEERING City of Edmonds 121 5"' Ave. N. Edmonds, WA 98020 6; 7 �} RE: Jorgensen SFR: 1120 Vista Place — Response Letter. Dear Jerry, This letter has been prepared to respond to the comments you provided on this project in an email attachment. In that document you provided one issue that needed to be reviewed and addressed on the August 6, 2009 submittal set engineering plan and drainage report/letter. Included with this cover sheet are copies of the revised plan and letter and I have included a discussion of how the new item has been addressed below. Your comment has been provided in italics with my response directly below. The modeling for the infiltration trench to manage the driveway and entry site runoff needs changes. The StormShed2 modeling for this trench does not use the "Consider Bottom Only" parameter as is done for the other trench. Both trenches should be modeled using the "Consider Bottom Only" parameter and the driveway trench should be resized as necessary. Note that Appendix C in the 2009 King County Surface Water Design Manual specifies the same size trench for medium sands whether it contains a perforated pipe (like the trench designed for the roof water) or not: The stormshed model input has been corrected to "Consider Bottom Area Only" for the driveway infiltration trench. The depth of the trench has been updated to provide the minimum storage depth necessary based on the new calculations. The storm drainage calculations, drainage letter and engineering plan sheet have been updated to reflect this new design. Thank you for taking the time to review this project. Please feel free to contact me at 425.387.3820 with any questions you may have. Sincerely, C Vi.Q 5y l Joseph M. Smeby `! Project Enginee at �'• rf �ISTER'� EX P! R STREET FILE RESUR AUG 20 2009 BUILDING DEPARTMENT CITY OF EDMONDS 2717 Rockefeller Avenue OMEGA. Everett, WA 98201 ENGINEERING, INC. 425.387.3820 fax 425.259.1958 April 27, 2009 (Original) August 6, 2009 (Revised) August 20, 2009 (Revised) Jerry Shuster City of Edmonds 121 50' Ave. N. Edmonds, WA 98020 RE: Jorgensen SFR: 1120 Vista Place — Drainage Letter. Dear Jerry, This letter has been prepared to address the Drainage portion of the Single Family Residential (SFR) building permit application for the Jorgensen project at 1120 Vista Place. This project proposes to demolish the existing residence and driveway and construct a new SFR and driveway. This will require stormwater mitigation to account for the new impervious surfaces proposed on the site. This project has been visited and reviewed by Robert M. Pride, P.E. a Geotechnical Engineer and all letters and documentation he has prepared are attached to this letter. The Geotech for this project found the site to be underlain by Outwash soil deposits and recommended the stormwater from this site be infiltrated into the existing soil on -site. He further recommended a long-term infiltration rate of 4.0 min./inch which equates to 15 inches/hr. The initial value includes a FOS of 2. 1 have further added a FOS of nearly 4 to come to a design infiltration rate of 4"/hr. The Geotechnical letter dated June 18th includes the site exploration information along with the soil log data and a drawing of the approximate location. For this project the Roof area including the eaves, deck and patio was calculated at 4,116 sf based on the design drawings for the future SFR prepared by Hanson Design. The runoff from the driveway and front steps will be allowed to sheetflow to the west and into a 2-foot wide gravel filled trench for infiltration along the entire length of the western edge of driveway. The necessary amendments and soil treatment notes have been added to the plans for the driveway infiltration trench. Both infiltration areas have been designed to fully infiltrate the runoff from the tributary areas up to the 100-year, 24-hour storm event based on a SBUH analysis as required in the DOE 1992 Stormwater Manual. The rainfall events for the 2-year, 10-year and 100-year events were all analyzed. The precipitation values for each of these events are 1.4", 2.0" and 3.0" respectively. Using StormShed2G software, the roof area was analyzed and an infiltration trench with the following dimensions was calculated: 35'x4'x4'. This trench has an additional 5% capacity over the required "minimum" trench size to account for any irregularities found during construction. The driveway trench is 68'x2'x2' and also has additional 25% capacity built into the design. Refer to the attached software printouts for the detailed calculations. 2717 Rockefeller Avenue neENMEERMG, O M F. CM A Everett, WA 98201 INC. 425.387.3820 fax 425.259.1958 The Geotech has recommended that the trenches be inspected once excavated and prior to any backfill, during construction. A note has been added to the plans to require approval of the trenches prior to placing the drain gravel. Since the site is already landscaped and over outwash type soils no runoff from the landscaping will be collected. Rather the runoff from these areas will be allowed to infiltrate naturally into the existing soils. As you can see from the above information the proposed design will provide the necessary infiltration of impervious surfaces proposed on this site. Thank you for taking the time to review this project. Please feel free to contact me at 425.387.3820 with any questions you may have. Sincerely, `+ j.�c ppp Joseph M. Sme Project Enginee " ? 1 9 • Dev Event Summary Event Pea Q );!Peak T (hrs) Hyd Vol (acft)'Area (ac) iMetho& [ aintype 22 --e-ar 0.0281 j 8.01 0.0092 I 0.0940 SCS TYPE 1 A 10 year 0.0417 ' 8.01 ( 0.0139 0.0940 SCS TYPEIA 100 year, 0.0640 j 8.01 { 0.0217 ' 0.0940 1 SCS TYPEIA Record Id: Dev (Design Method ;SCS ; Rainfall type TYPEIA -^ 'Hyd Inty ;1 10.00 min Peaking Factor 484.00 (Ab ction Coeff 0.20 Pervious Area (AMC 2) j 0.00 ac ;DCIA �� 0.09 ac Pervious CN 0.00 !'DC CN 98.00 ,Pervious TC ! 0 min �DC TC �;� 10.00 min j F Directly Connected CN Cale Description _j SubArea j Sub cn� _ Roof + Eaves, deck and walks 0.09 ac DC Composited CN (AMC 2) ; 98.00 { 98.00 ' Directly Connected TC Cale j Type ' Description Length r Slope [_Coeff ' Misc IMin. Value TT j 10.00 min ``Fixed - _ Directly Connected TC I0.00min Record Id: Inf-4 rDescrip: : Prototype Structure [increment 0.10 ft Start El. Il00.0000 ft 'Max El. ;1105.0000 fl jInfiltration rate' 4.0000 in/hr �;WP Multiplier; l 00 Stage Discharge Rating Curve 100 0000 ft �0.0000 cfs (I'02 600.O,ft0.0130 cfs: l00 1000 ft; I. n 0.0130 cfs. 1,02!70'00°ft j0.01 0 100 2'000`ft 0.0130 cfs ,7 2 8000 ft {0.0130 cfs' �10013QOO ft F0.0130 cfs F02 90:00 ft�0.0130 cfs,. 0 0 100 001- �FO.OF30 cfs:.,F �93-. 0.0130 cfs" 1 100 5000-*ft;10.0130 cfs 103 1000 ftrr0.0130 cfs! 100-.,606"l0.01 -36 cfs; F-jq-�,pq 0-.6513 o -cf&, Cfs, 1;03-0.0130 efs, [aM.-8060,* 0.0130 c fs. 0.0136 ds� .01 0.0130 cfsF 100 O�F 3 0 c fs;, j i-qt.00 6 Wftl 30c Fo - o 1 fs: 1,10I.Ab 0 0.0130 cfs,, f - - -�JVO�30 �S 0 30 Cfs - t.,F.Of ,- L .2bOO-,- [0. -8 --0--& O.0130c, 3 -O�' 000.0130 c fs, Fo-61.3o c-fs� Fq.-0-130 cfst F, 0 130 cfs lift,AGO NI0.0130 CfsF 0.0130 cfs;' -Ci 4. q��.-0-130-c O,',,'ife!jO.O13O fsft�O 101 �s; 101 7000,AJFO. 0 13 �CTs6.0130 cfs�jlq� '3qq libli800O.--fti[O.0 130 cfsi O�--4(F 10.0130 cfs: R Idtgoo 110.0130Cfs 41�`- 10. 0 13 0 C �s 'j,5hO 102 OO ff 0.0130 cfs -4 6000 ft l0.0130 cfs, J.102.'166-67W[0.01 -30cfs', F0--.--. .10.0130 cfs', 1,11,61�,M60-':T-Fo. 0 330 c fs', [-t04-`� 10.0130 C fs, , 1102'-.3,000ft', FI04.9,OCO:f('O. 0 13 0 Cfs i 0-0130 cfsjj' 5- - ': `ft�10.0130 cfs:I ql,S[0.0130 �c�f -1 � 0 PQ, Q O'ft; 10.0130 c fs J 0000,; cfs j Record Id: Trench ij:,,, PescrlPrototype Record [Increment 10.1 Oft IStarEl.:1100.0000 ft Max El. 104.0000 fc 'FLen 135.0000 ft '[Width 14.0000 ft .lCatch '135.0000 !:[Consider Bottom Only] Stage Storage Rating Curve MOO. ftfl 0.0000 cf 02,.1000.ft i 1102.9000 cf 4.9000 cf 7.800 FIO0cf . - j'i00,-20.0 ft 19. 8 0 0 0 cf !,Fl,.',02,7 'I F27000 cf: 0 0 . - - 4r 102.-.7000 cf 4006-.16. 117.6000 cf1 1004a000'ft'l 19.6000 cf ITO_�..5 C 1,Ti2.5000 f- 1-10 24.5600cf.FI02_60Qq 1127.4000cf j'.f*,6,6'16,0.6b,ft..j29.4000 cf 110i.,70604111132.3000 cf . .1a0037. cfl0ft ',: R0,0134.30 00 cf F12000 J,r�.q 8000rfEsj39.2000cfll2�0,000',fta1142.4000d qq&& 147.0000 cf, 44.1000 cf 3-, `1k0'1'0000 ft [49-0000 cf T0_3 100.0 ft cf, F53-.9900 cf �1_1156.8000 cf 58.8000 cf ,1'0_17gj161.7000 cf. [63.7 _qO 9 cf Fl -6 6. 6 0 0-0 cf. 68.60 cf -00[ 1.171.5000 cf :[, 173.5000 cf Fl,_[76.4000 cf j3`F78__4 -0-cf #'.'[83_3OWcf 103 8000 fft41186.2000 cf ""ft 188 20-00 cf FI�1_16_0_04'1 F93. 1-000 cf 1I,04.Dq, Q,��'fft (1-9i-6-.0000 cf 198.0000cft-104..,i606"if,11200.9000cfI Record Id: RLPool ,,bescrip: Prototype Record.,slincrement 10 ft IjStart El. 100.0000 -ft Max El. 105.0000 ft _�[:!Storage Node (Trench Discharge Node! . ... .. .. ... LPOOLCOMPUTE [RLPooll SUMMARY using Puts Start of live storage: 100.0000 ft Event Match Q (Cfs)l[Peak Q(CfS)IjPeak Stg (ft) Vol (cf) Vol(aeft)lFfine to Empty: 0.0130 :F 100.62�8 30.62 2 year 0.0281 0.0007 .1 24.67 73..50 0.0017 10 year 1 0.0417 0.0130 101.5666 F_ 24.67 A 00 yeariF7 0.0640 'F !F 0.0130 103.8843 1590.33 0.0044 24.67 DRIVEWAY Event Summary Event jPcakQ (cfs) ]Peak T (hrs) Hyd Vol (acft) (Area (ac):IMethod IRaintype F 2 year 0.0179 -F 8.01 .1 0.0059 j 0.0600 ~I-SCS TYPEIA 10 ear 1 0.0266 ' 8.01 I 0.0089 (0.0600 ' SCS ITYPEIA 100 year [ 0.0409 8.01 j 0.0139 1 0.0600 1 SCS {TYPE 1 A Record Id: DRIVEWAY Design Method SCS ° Rainfall type TYPEIA 1 ;Hyd Intv 10.00 min n ]Peaking Factor 484.00 ' Abstraction Coeff 0.20 1Pervious Area (AMC 2) 0.00 ac aDCIA -� !u 0.06 ac -- Pervious CN 00 ; DC CN 98.00 - Pervious.TC - 0.00 min DC TC 10.00 min Directly Connected CN Calc { 1 Description ubArea -� Sub cn I. DRIVEWAY AND ENTRY STAIRS 0.06 ac 98.00 _ __. DC Composited CN (AMC 2) _ _ v - '-. 98.00 Directly Connected TC Calc Type Description i Length _':,Slope Coeff-` Misc 1 Fixed ;Min. Value - TT 0.00 min Directly Connected TC j 10.00min� Record Id: Inf-4 Descrip: 1Prototype Structure !Increment 10.10 ft Start El. i 100.0000 ft !Max El. 102.0000 ft;' - _ _ _. !Infiltration rate 14.0000 in/hr 1WP Multiplier] 1.00 1 Stage Discharge Rating Curve �k1-00-s-0000 ft 0.0000 cfs 1Olx 1000 ft j0.0126 cfs f_ _ _ 1000 ft-' 0126 cfs :1;01 2000 ft;10.0126 cfs ,OOr2'000`ftI0.0126 cfs 1Oa1 3000 ft j0.0126 cfs' 1_,0� 000 fV10.0126 cfs ;1:0 00'ft'10.0126 cfs: • • 00%4000;ftfl.0126 cfs 10`1 SOOOdit'F0.0126 cfs'. 100: 5:000 ft' J0.0126 cfs ,1`0.1 6000 ' 10.0126 cfs: 1100 6000 ff 0.0126 cfs '1'O1 7000 ft. 0.0126 cfs: 10 :7000;ff 0.0126 cfs, 101 8000 ft`; 0.0126 cfs; .. ' ..)� 100..8000;ft;10.0126 cfs_ 1`01 90.0.0 ft: 0.0126 cfs }100 9.0:00 ft` i0.0126 cfs - OOOO ft. �0.0126 cfs. 101 00.00 kI0.0126 cfs IT02 1000�ft"F0.0126 cfs! ft=,10.0126 cfs,, Record Id: Trench-DW type Record De p ProtolIncrement 0.10 ft (Start El. F100.0000 ft Max El. 102.0000 ft !Length 168.0000 ft ~^' Width 2.0000 ft 'Catch u 35.0000 _ Consider Bottom Only` -� Stage Storage Rating Curve }100 Q000 ft'F0.0000 cf 1`O1 1000 ft 152.3600 cf 100 i:000 ft:14.7600 cf 10 0 0 ff ,57.1200 cf !,l`00:2000 ft;, 9.5200 cf TO1 3000 ft �6 8 00 cf 100 3Q00=fE;;14.2800 cf i101 4066 ff 166.6400 cf 100 4000 ft"0 9.0400 cf 101 50:00 ft; 71.4000 cf :100 5000�' t j23.8000 cf I I6-1 600O�ftj 76. i 600 cf � A �, '1006000 ft f80.128.5600 cf 101 7000 ft 9200 cf 100f7000 ft,133.3200 cf 11F0^1 80OO;fEi 85.6800 cf. 1,0080064 38.0800 cf 1`O1`9f000 ft" 90.4400 cf 1=T009'000;?'ft 42.8400 cf [�1020:0;OOft 95.2000 cf E101 0000 f 7 6000 cf 1:02 1 99.9600 cf:, , Record Id: RLPool-DW (Descri Protot e Record; Increment 0.10 ft ;Start El. 100.0000 ft Max El. 102.0000 ft ;Storage Node [Trench-DW Discharge Node! Inf-4 _ ._ . , ._. LPOOLCOMPUTE [RLPool-DWI SUMMARY using Puls Start of live storage: 100.0000 ft F— Event ,Match Q (cfs)` Peak Q (cfs)tjPeak Stg (ft) Vol (cf);{Vol (acft}Time to Empty 2 a 0.0179 �� 0.0126 100.2253 10.72 0.0002 i— 24.67 _ _ 10 year 0.0266 0.0126 100.5920 28.18 0.0006 .� 24.67 �lOr 0 year 0.0409 ') 0.0126 101.5458 73.58 j 0.0017 ( 24.67 Licensed to: Omega Engineering Inc • Robert M. Pride, LLC December 3, 20o8 Mr. and Mrs. Kelly Jorgensen c/o Ms. Kristin Hanson 652 Alder Street Edmonds, WA 98020 Re: Geotechnical Recommendations Proposed Residence 1120 Vista Place Edmonds, Washington Dear Ms. Hanson, • Consulting Engineer JUN 8 2009 DEVELOFM.ENT SERVICES CTR. CITY OF EDMONDS This report presents the results of our site investigation and engineering evaluation for the proposed new residence to be constructed on this property. The site is located on the south side of Vista Place and has an existing house that will be demolished before construction of the new residence. Plans for this project are being prepared by Kristin Hanson that will show the new house located on roughly on the same footprint. It is understood that the new residence.will have two levels with a daylight basement above final building pad subgrade. The purpose of this report is to summarize the subsoil conditions on this site, and to provide geotechnical recommendations for design and construction of this single family residence. USGS geologic mapping and nearby geotechnical site investigations were also used as references for this report. Site Conditions The existing residence and garage are situated near the east side of the parcel that has a gentle slope from the house to the west property line. There is an existing cut slope along the east side of the property that descends about ten feet below an existing paved driveway. This slope is covered with ivy and has medium sized trees along the southerly portion of this slope. The slope gradient ranges from 3H:2V to 2H:1V, and shows no evidence of gross instability or surficial failures. The upper soil deposits over the building pad area consist of loose topsoil underlain by medium dense silty sand and gravel that overlie the very dense glacial Outwash deposits (Qva). These Outwash soils are competent for structure support and they are relatively close to the existing ground surface. Groundwater seepage conditions were not observed on the exposed face of the slope. �9P n 1�j rEE FILE 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-$14-5672 Ms. Kristin Hanson December 3, 2008 Page 2 Seismic Hazards Earthquakes occur in the Puget Sound area with great regularity. The majority of these earthquakes are small and usually not noticeable. Large earthquakes do occur as evidenced by the 1949 (M7.2) Olympia event, the 1965 (M6.5) Tacoma event, and the 2001(M6.8) Nisqually event. Normally the epicenter of these larger earthquakes is relatively deep below the ground surface. Generally there are four types of potential geologic hazards associated with large seismic events: 1) ground rupture, 2) landslides, 3) liquefaction, and 4) ground motion. The nearest known fault system is the Seattle fault zone located about eight miles to the south. USGS continues to study this and other fault systems in the Puget Sound region, and it has been determined that they are capable of generating large earthquakes. Return periods for large earthquakes vary from 500 to more than l000 years. The long recurrence intervals for nearby fault systems usually results in a low potential for ground rupture over the life of the proposed residential structures. Based on the subsurface soil and groundwater conditions encountered on this and adjacent sites, the potential for liquefaction is considered low. In our opinion the existing ten foot high slope is stable and not subject to failure under seismic conditions. In accordance with the 2006 IBC the subject site is defined as Class C. Foundation Recommendations Based on geologic research and on our site evaluation, the existing native soils on this site will provide excellent support to the proposed residential structure. Proposed structure loads are expected to be light to moderate and will be carried by continuous bearing wall footings. Minimum depth of these footings should be 18 inches and are expected to bear directly on the medium dense to dense native Outwash soils. Final pad grade for the new house will be established 3 or 4 feet below the existing pad grade. An allowable soil bearing value of 2500 psf may be used in the design of the bearing wall footings placed on the medium dense Outwash soils. Estimated settlement of these footings will be on the order of 1/4 to 1/2 inch, and most of this settlement will occur £' during construction. Resistance to lateral loads may be provided by passive earth pressure equal to 250 pcf. Backfileplaced around the perimeter of the foundation walls should also be compacted to provirie adequate lateral resistance to seismic or wind forces. A perforated subdrain embedded in drain gravel and covered with filter cloth should be installed around the perimeter foundations. A separate roof drain tightline should be used to discharge storm water away from the subdrain system. 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-$14-3970 Fax: 425-814-5672 • • Ms. Kristin Hanson December 3, 2oo8 Page 3 Exterior grades should be sloped away from the exterior walls at 3 to 4% to minimize ponding and moisture saturation at the base of the foundations. Slope Setback Due to the limited height of this existing slope on the east side of the property and the nature of the underlying soils, it is recommended that the building setback from the toe of the slope be reduced to ten feet. There is no evidence of slope creep or surficial failures that would limit construction of the new residence to within this ten foot distance. It is recommended that a low retaining wall be constructed at the toe of the slope to provide for additional space behind the house. Retaining Walls Basement retaining walls should be designed for an active earth pressure of 30 pcf for a level backfill condition. The previously recommended passive pressure applies to all retaining walls to be constructed on this site. A rear wall subdrain should also be installed with weep holes or a tightline connection for minor groundwater discharge. Slabs -on -Grade It is expected that the new residence will have a concrete floor slab -on -grade that will be supported on the dense native soils. A io mil moisture membrane should be placed over the subgrade soils. All sheets should be sealed and pipe penetrations through the membrane should be wrapped. Concrete should be poured in accordance with applicable ACI standards for concrete placement. Site Drainage Storm water currently is allowed to infiltrate naturally into the surface of the side and rear yard areas. Current regulations will require collection of all roof and hardscape water for discharge into an existing storm drain or into a new infiltration trench system. - If an infiltration system is to be installed it is recommended that the trenches be located near the southwest corner of the property to allow for natural migration toward the existing stream channel. This channel has a small amount of water flow that extends toward the west from the southwest corner. Summary The conclusions and recommendations presented in this report are based on 1) our interpretation and evaluation of soil conditions as observed onsite, 2) confirmation of the actual subsurface conditions encountered during construction, and 3) the 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 Ms. Kristin Hanson December 3, 2oo8 Page 4 assumption that sufficient observation and testing will be provided during appropriate phases of the work. Our findings and recommendations of this report were prepared in accordance with generally accepted principles of geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no warranty, either express or implied. Please call me if you have any questions. Respectfully, EXVtHES Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (3) addressee rmp: JorgensonResi 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-$14-3970 Fax: 425-814-5672 LJ • Consulting Robert M. Pride, LLC Engineer June 18, 2009 Mr. and Mrs. Kelly Jorgensen c/o Ms. Kristin Hanson 652 Alder Street Edmonds, WA 98020 Re: Geotechnical Recommendations Proposed Residence 1120 Vista Place Edmonds, Washington Dear Ms. Hanson, � �r .iUN (22 2000 DEVELOPMENT SER'y GEs CTR. CITY OF EDMONDS This report presents the results of our site investigation ana engineermg evaruaa rrlur the proposed new residence to be constructed on this property. The site is located on the south side of Vista Place and has an existing house that will be demolished before construction of the new residence. Plans for this project are being prepared by Kristin Hanson that will show the new house located on roughly on the same footprint. It is understood that the new residence will have two levels with a daylight basement above final building pad subgrade. The purpose of this report is to summarize the subsoil conditions on this site, and to provide geotechnical recommendations for design and construction of this single family residence. USGS geologic mapping and nearby geotechnical site investigations were also used as references for this report. Site Conditions The existing residence and garage are situated near the east side of the parcel that has a gentle slope from the house to the west property line. There is an existing cut slope along the east side of the property that descends about 10 to 12 feet below an existing paved driveway. This slope is covered with ivy and has medium sized trees along the southerly portion of this slope. The slope gradient ranges from 3H:2V to 2H:1V, and shows no evidence of gross instability or surficial failures. The upper soil deposits over the building pad area consist of loose topsoil underlain by medium dense silty sand and gravel that overlie the very dense glacial Outwash deposits (Qva). These Outwash soils are competent for structure support and they are relatively close to the existing ground surface. Groundwater seepage conditions were not observed on the exposed face of the slope. STREET FILE 13203 Holmes Point Drive NE Kirkfand, WA 96034 Phone: 42.5-814-3970 Fax: 425-814-5672 • • Ms. Kristin Hanson June 18, 2009 Page 2 Seismic Hazards Earthquakes occur in the Puget Sound area with great regularity. The majority of these earthquakes are small and usually not noticeable. Large earthquakes do occur as evidenced by the 1949 W 7.2) Olympia event, the 1965 (M6.5) Tacoma event, and the 2001(M6.8) Nisqually event. Normally the epicenter of these larger earthquakes is relatively deep below the ground surface. Generally there are four types of potential geologic hazards associated with large seismic events: 1) ground rupture, 2) landslides, 3) liquefaction, and 4) ground motion. The nearest known fault system is the Seattle fault zone located about eight miles to the south. USGS continues to study this and other fault systems in the Puget Sound region, and it has been determined that they are capable of generating large earthquakes. Return periods for large earthquakes vary from 500 to more than i000 years. The long recurrence intervals for nearby fault systems usually results in a low potential for ground rupture over the life of the proposed residential structures. Based on the subsurface soil and groundwater conditions encountered on this and adjacent sites, the potential for liquefaction is considered low. In our opinion the existing 12 foot high slope is stable and not subject to failure under seismic conditions. In accordance with the 2oo6 IBC the subject site is defined as Class C. Erosion and Landslide Hazards (ECDC 23.80.070) Our site reconnaissance sho%,ed there are no landslides present on this property. The steep slope along the east side of the existing residence showed no evidence of surficial or deep-seated instability. Surface erosion was seen to be limited to isolated areas of this steep slope that is 12 feet or less in height. Based on our inspection and evaluation of this cut slope we recommend that the building setback be reduced to io feet (15 feet is required by ECDC 23.40.280), which is the proposed setback from the toe of this slope. In our opinion this 10 foot setback (without a required buffer) will be sufficient protection to the new house from surficial erosion due to irrigation or heavy rainfall. Foundation Recommendations Based on geologic research and on our site evaluation, the existing native soils on this site will provide excellent support to the proposed residential structure. Proposed structure loads are expected to be light to moderate and will be carried by continuous bearing wall footings. Minimum depth of these footings should be 18 inches and are expected to bear directly on the medium dense to dense native Outwash soils. Final pad grade for the new house will be established 3 or 4 feet below the existing pad grade. An allowable soil bearing value of 2500 psf may be used in the design of the bearing wall 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax: 425-814-5672 Jun 20 09 11:34p R Pride -zb W4 Wtz Ps Ms. Kristin Hanson June 18, 2009 Page 3 footings placed on the medium dense Outw-ash soils. Estimated settlement of these footings will be on the order of 1/4 to 1/2 inch, and most of this settlement will occur during construction. Resistance to lateral loads may be provided by passive earth pressure equal to 25o pcf. Backfill placed around the perimeter of the foundation walls should also be compacted to provide adequate lateral resistance to seismic or wind forces. A perforated subdrain embedded in drain gravel and covered with filter cloth should be installed around the perimeter foundations. A separate roof drain tightline should be used to discharge storm water away from the subdrain system. Exterior grades should be sloped away from the exterior walls at 3 to 4 % to minimize ponding and moisture saturation at the base of the foundations. Slope Setback Due to the limited height of this existing slope on the east side of the property and the nature of the underlying soils, it is recommended that the building setback from the toe of the slope be reduced to ten feet. There is no evidence of slope creep or surficial failures that would limit construction of the new residence to within this ten foot distance. It is recommended that a low retaining wall be constructed at the toe of the slope to provide for additional space behind the house. Retaining Walls Basement retaining walls should be designed for an active earth pressure of 30 pcf for a level backfill condition. The previously recommended passive pressure applies to all retaining walls to be constructed on this site. A rear wall subdrain should also be installed with weep holes or a tightline connection for minor groundwater discharge. Slabs -on -Grade It is expected that the new residence will have a concrete floor slab -on -grade that will be supported on the dense native soils. A io mil moisture membrane should be placed over the subgrade soils. All sheets should be sealed and pipe penetrations through the membrane should be wrapped. Concrete should be poured in accordance with applicable ACI standards for concrete placement. Site Drainage Storm water currently is allowed to infiltrate naturally into the surface of the side and rear yard areas. Current regulationswill require collection of all roof and hardscape 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-814-3970 Fax; 425-814-5672 Jun 1U U9 11:3bp R Pride 42b b14 bb%L p,4 Ms. Kristin Hanson June 18, 2009 Page 4 water for discharge into an existing storm drain or into a new infiltration trench system. If an infiltration system is to be installed it is recommended that the trenches be located near the southwest corner of the property to allow for natural migration toward the existing stream channel. This channel has a small amount of water flow that extends toward the west from the southwest corner. Summaj The conclusions and recommendations presented in this report are based on i) our interpretation and evaluation of soil conditions as observed onsite, 2) confirmation of the actual subsurface conditions encountered during construction, and 3) the assumption that sufficient observation and testing will be provided during appropriate phases of the work. Our findings and recommendations of this report were prepared in accordance with generally accepted principles of geotechnical engineering as practiced in the Puget Sound area at the time this report was submitted. We make no warranty, either express or implied. Please call me if you have any questions. Respectfully, '- ��i`C7��.6U r1it+ S�ONAL G' },Jim Robert M. Pride, P. E. Principal Geotechnical Engineer dist: (3) addressee rmp: JorgensonRes2 13203 Holmes Point Drive NE Kirkland, WA 98034 Phone: 425-8 i4-397o Fax: 425-814-5672 o c) o 6 o 112,D Vt'57A- -rL - F7 I 05 CITY CLERK Civic Center Edmonds, Wesh,ngton � J C) UT I L I TY E A S E M E N T N N IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, CD a and r ) re the gran to the CITY 0 EDMONDS, a Municipal Corporation, a permanent Easement r r installation, operation, and maintenance of Op p � a watermain f� over, across, through and below the follow - and described property, and the further right to remove trees, bushes, undergrowth nd other obstructions interfering with the location, construction and maintenance of said utility or utilities. The easement and right-of-way hereby granted is located in the County of Snohomish, State of Washington, and is more particularly described as follows: The South 10 feet of the following•descri:bed property: The east 28 feet of the south 158 feet of the west 300 feet of Tract 21 Puget Sound Machinery Depot Five Acre Tracts, according to the'plat thereof as recorded in Volume 5 of plats, page 47, records of Snohomish County, Washington. tLL} 0 cr w� Q C, au W z r= rr co REQUERED 1978 Gir t L Desnm The City agrees to restore to substantially the original condition.such im- provements as are disturbed during the construction, maintenance and repair of said utility or utilities; provided, the Grantors, their heirs or assigns shall not con- struct any permanent structure over, upon or within the permanent easement. DATED th Is 2,7 day of , /�/y 1970 STATE OF WASHINGTON) ss COUNTY OF ) On thi ay personally appeared before me =10 4" �, / Q /�s-A-6,"9 and AV.44� /�sTrbr�s , to me known to be the individual (s) described in and who executed the within and foregoing instrument, and acknowledged that signed the same as ?� _free and voluntary act and deed, for nth µses....d purposes therein mentioned. 04 GIVEN under my hand and official seal this Z 2 day of 19 7 f . �•s i' 9� pp �u�.�c. NOTARY PUBLIC in and for t State of Washington, residing atop, -ter, �.-^'1117n� O . 3 03 N C.TY CLERK Q Civic Center N Edmonds. v•aa,trt or, U T I L I T Y E A S E M E N T IN CONSIDERATION of benef is to accrue to the grantors herein, the undersigned, �� Lrr7 le, �� z.;o AW and M hie N .<o /ls/-,®,, hereby grant to the CITY OF EDMONDS, a Municipal Corporation, a permanent Easement for the installation, operation, and maintenance of a watermain over, across, through and below the follow- ing described property, and the further right to remove trees, bushes, undergrowth and other obstructions Interfering with the location, construction and maintenance of said utility or utilities. The easement and right-of-way hereby granted Is located In the County of Snohomish, State of Washington, and Is more particularly described as follows: The South 10 feet of the foilowing described property: The east 110 feet of the west 440 feet of the south 198 feet of Tract 21 Puget Sound Machinery Depot Five Acre Tracts,•according•to the plat thereof as recorded in volume 5 of plats, page 47,'records of Snohomish County, Washington. 00 rc Lod Q ce ' o— z wa Q N J� U z �. g oi I.: i:; `i 197 The City agrees to restore to substantially the original condition such im- rrovements as are disturbed during the construction, maintenance and repair of said Ltlllty or utilities; provided, the Grantors, their heirs or assigns shall not con- struct any permanent structure over, upon or within the permanent easement. DATED this 2-Z day of 19 75 I STATE OF WASHINGTON) ss COUNTY OF ) On this day personally appe red before me and /fifg�f� /� .�arl�Ya�n ;o me known to be the Individual s duscribed in and who executed the within and foregoing Instrument, and acknowledged *hat a signed the same as ,,'- free and voluntary act and deed, for The uses d•-purp_o.ses therein mentioned. Gk�i:_h u,-L,-G!. my hand and official seal this 2 day of 9�8 �^NZQc• ' —7 NOTARY PUBLIC In and for the to o ¢ ch j�I�yZ�• }j� Washington, residing at�/� Ain C A 06 y� CITY CLERK Q J Civic Center N Edmonds, Washington 0 U T I L I T Y E A S E M E N T N O v--1 IN CONSIDERATION of benefits to accrue to the rant9rs herein, the undersigned, >r--� .7A17 47. .liar//'r A-®r," and 01 Al, i!i tyr Co hereby grant to the CITY OF EDMONDS, a Municipal corporation, a permanent Easement r1_1 for the installation, operation, and maintenance of a watermain over, across, through and below the of ow- ing described property, and the further right to remove trees, bushes, undergrowth and other obstruc ions Intarfering with the location, construction and maintenance df said utility or u-•illtles. The easement and right-of-way hereby granted is located In the County of Snohomish, State of Washington, and 13 more particularly described as follows: The South 10 feet -of the following described property: The east 30 feet of the South 158 feet of the west 330 feet of'Tract 21, Puget Sound Machinery Depot Five Acre Tracts, according to the plat thereof as recorded in Volume 5 of plats, page 47, records of Snchomish County, Washington. 00 i CD W j� C3 4 OV �2 0 N au L) t $s �c LtJ c z o` 0 Zo CO �N Thn City agrees to restore to substantially the original condition such im- ovene -s as are disturbed during the construction, maintenance and repair of said tility or utilities; provided, the Grantors, their heirs or assigns shall not con- •-ruct an;, permanent structure over, upon or within the permanent easement. DATED thlS Z 2• day of _„/,�li ig le / .�r ./ ♦ �RI .�.� t� I 57ATE OF MASHINGTON) ss ':LINTY OF ) On this day personally ap eared before mQ ", Xkz ��/S�Y�✓z end ,4/_o' A��/� �,.�� , to me known to be the individual s :escrtbau in and who executed the within and foregoing Instrument, and acknowledged Thal..:. signed the same as free and voluntary act and deed, for .119 Uses %;•d purposes therein mentioned. hVV N Ader�'my hand and official seal th!:,. �_' day of /t 197& NOTARY PUBLIC In and for the e o r."� Washington, residing at • /, 970 a 07 CITY CLERK Civic center Edmonds. Washington SQC, 2� Kl U T I L I T Y E A S E M E N T O IN CONSIDERATION of benefits to accrue to the grantors herein, the undersigned, O _ sL&�cr_kr . and L /Z.6 —4- Ts "ac :.-euy grant to the CITY OF EDMONDS, a Municipal Corporation, a permanent Easement (� `• r T.., installation, operation, and maintenance of ,01g,watermaJ,n R. _ over, across; through and below the follow- 'escribed property, and the further right to remove trees, bushes, undergrowth o-her obs? ,c ions interfering with the location, construction and maintenance of ty -r+e easement and right-of-way hereby granted Is located in the County of Snohomish, -ate o` Nasnington, and is more particularly described as follows: The South 10 feet of the following described property: T`e west 162 feet of the South 98 feet of Tract 21 Puget Sound Machinery ..loot Five Acre Tracts, according to the plat thereof as recorded in Volume 5 plats, page 47, records of Snohomish County, Washington C 4�: R Ei) i.1' 1 N iiD L•_3 ,— v co 5+ Trr.. Oer!:r �i agrees tc restore to substant?ally the original condition such im- x;;m, ; as are disturbed during the construction, maintenance and r f said -� - ;6!itles; provided, the Grantors, their heirs or ass s shall no con- ic+ a oer—neat structure over. upon or within the perman t easement. day of :IF T S personaliE appeared Jefore me to me known to be the individual s) a,,c •:ho execu+ed the within and foregoing Instrument, and acknowledged s•ore ! the same as�free and voluntary act and deed, for ;es a.c; ;;urpcea `herein mentioned. ay hand and official seal this ZZ .day of �/�/�y , 19 78. NOTARY PUBLIC- in and for a State of Washington, residing at 781OIZO315 A nn^ wA _ 4. c.J c V14ii.0.tt-1, ¢; 03 N,� "�U T I L I T Y k A S,E M; N�T ,,, •, (7 a :, . -4 IN CONSi;UEftA.ION of Uunefits to accrue to the grantors harein, the uAgersigned, • and A!_ ,, reby grant to the CITY OF EUMONUS, a Municipal Corporation, a permanent asement_ r the instsllatiori; opuc4t.l'on, dnd.malntenonce of a wdtermain ; over, across, through and below!ithe of ow ng deserltwd property, canUtYtheT further; r ght to remcve trees, bushes, undergrowth and. Other .obstruct ions Inrbr,fering with the location, constructlon,and maintenance of ; . sold utility or. utilitles'd 4 'Thar easement and rlght-of ilay.ftereby granted Is located !n th•cCounty ufj;Snohamish, Statsi of Mashl_ngtcn, and Is+more, p'articularly described as to* iGrs The South 10 ifeet,of :che'foltawing described property ;tThe. cast .I10`.feet:ofVt'Ke':west'',440 feet of the south 198 feet of''Tract;21;! r r '>�:• , uget Sound `lach'inery..D�liot,,Five'Acre Tracts, according to';the p.l$4';hereof z•, , as' relorded in volume':S of;'plat's,• page 47, records.of Snchomish:Cliunty.'Weshington. to t a. o U11ilL ,+�tt ; 1i LA.:m. illl::±, .:.::.I A. , City agrees to restore to substantially the.original condl.ltl,on such In • ; .proiemints as are disturbed during the"constructions nalntenance anif,,:repair; of said ytili,ty or utlIIties; provided, the Grantors, their heirs or asslgna.shalI not con- st`6c`4ny permanent structirs over, upon or within the permanent, i s`eaent. I� ,.4 W. . . OATEO this X. Z da/ of r 19 7� �L.• - - littlodg:L. Ile'sdda�.� t STATE OF WASHINGTON) % COUNTY OF On th i s day personally app red ba fore me �hN iC .ar /�e and Ms�i6 A" �� .- ot / .3 me known TO Do ?no Individual II ; described Ian and wno ex few within and foregoing Instrument, and acknorladgod •hai;�� slgnwd the some as1.'r free -and volw►tary'act and- dead. for the vies purposes therele mllnt onw1. 11EH u Car my :und and official awl this 2 Z dry oIA, I9y�. NOTARY VWLIv, in and for the "ati OT , �] ��• ti Washington, , res i d 1 ng at"i/� ✓'r• % `r 46 CITY ri- �jqp% -V UT I L,f',T Y. I A 54 M I N T 1 IN CONSIDERArION of tounefits to accrue to thij rant rs heroin, the undersigned, and A, -:A- k* tv .6 reby grant to tao CITY OOMUN, a municipal Corporation, A permanent Lasoment or the Installation, opardtion, and malntanonco of aW11rm 1 11 1 over, across;OnTiolow The 131 ow. Tno-14,dicr-lbod property, and t or right to ramove,tress, bus6oi;,,:un44rgrowth and*L61h4e obstruc-, losis intirforing with the location, construct of Ailtles. so tj or u e h hs� 4n4j�,6fAmoboals ho;"s4mn * 'I i - i t and right-of-way hereby granted Is located In th stafo,'� w0shi.ngton. and I, more particularlv: � IiSouthSouth10 feet of the following � descrbad property: f "a f t fie, *oes' t IF" feet of the South 158" eet,' tet, 4; :f!ugett Sound 4achinery Depot Five',Acre.*r&cts;.&ccordlng*to the* 04 a t' i hiritif s recorded in 5 of plats, ag' 47 a *car page records of Snchomlsli County, Washington. ;z. 'RE QUI.k O CIO, De2jtv N • Tee cltyagr'oss to restore to su6stanflal,ly the original condition such Ira -ovom-.-3 as-arii 116turbod during the cons tructioni'maintanance and repair of said y. fillry or utilities; providodv the Giamtors,"-thiolr holrs or assigns shall not con- x -ruct any pervionsir structure over, upon or.wl-:thin the meeasement. per nont ;` GATE0 this 2 2. day of 19 '74 S-ATE OF flASHINGTON) as .OUMTY OF On this y personally op 441 before 41, ,�Xgg td lry,;01 end I 24e TO me known TO be This InGIVIGual (61 uscriboo in and who executed The wit n and foregoing Instrument, and acknowledged I gnod the ildoe as froo.and voluntary wt and deed, for S *4-Mfd 0 Moses therein men? I on". . ......... ......... hand and official seal of 7.8 —/Al ZV 19. ..day NUTARY PUBLIC In and for the o ov Washington, residing at 1('011020 u. sr 7 rs: Burns Tallman T p �6 _ -I g 9 1116 Vista Place w „ Q R Q\ ht? • Tw«h`A� 1� v i=A1T � IN CONSIDERATION of BENEFITS TO ACCRUE REASON OF THE CONSTRUCTION AND ESTABLISHMENT OF m� rlu��h s/11 a— -iqh f' Avf..i TO THE GRANTORS HEREIN BY SEWER SYSTEMt THE UNDERSIGNED, AND H18 WIFE, HEREBY GRANT TO THE CITY CF EMONDS, A MUNICIPAL CORPORATIONS AN EASENENT, lU FEET IN WIDTH, EXTENDING FEET -ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, FOR THE INSTALLATION' OPERATION, AND MAINTENANCE OF A SANITARY AND/OR STORM SEWER LINE OVER, ACROSS, THROUGH AND BELOW THE FOL- OWING DESCRIBED PROPERTY, LOCATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTONO TO —WIT: The .South 10 feet of the following described property: .. . s. ....a..w.. t....-.i...-........-..........�....r,.n., .....v....-..:. Y:wui!%. +�.�fYr,iv[+.Ka.:ss��'w.',...`w.•.+.+.•`.-...�M.r.J•.-?w.�.y...�.a....-..�...... .:..: . .. ... . .,.... ... .. - .. _.. QThe ,Pest 290 feet of the North 165 feet of- `7ct 22, UM the West W� � 200 feet thereof, according to plat of Puget Sound Machinery Depot 5 Acre Tracts, recorded in volume 5 of plats, page 47# records of Snohomish County.. Washington. M L � A D E C 964 ,go ®R,. W BY — DATED THIS 04a DAY of STATE OF-WASHINGTON ss COUNTY OF SNOHOMISH� ON THIS DAY PERSONALLY APPEARED BEFORE ME AND ! HIS WIFE, TO ME KNOWN TO BE THE INDIVIDUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT, AND ACKNOW— LEDGEO THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS `� DAY OF 19_._._ - , OTARY UeLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING AT r71^�ng va �873 PAGE377 � • Lloyd K. Nelson P��- 58"�— L' ��O \ EASEMENT IN MNSIDERA4ION OF BENEFITS TO ACCRUE TO THE GRANTORS HEREIN BY REASON OF THE CONSTRUCTION AND ESTABLISHMENT OF A SEWER SYSTEMS THE UNDERSIGNED, AND HIS WIFE, HEREBY GRANT TO THE CIIY OF EOMONDS, A MUNICIPAL CORPORATION, AN _...� EASEMENT, ,,�,� FEET IN WIDTH, EXTENDING FEET ON EITHER SIDE OF THE FOLLOWING DESCRIBED CENTERLINE, FOR THE INSTALLATION' OPERATION, AND MAINTENANCE .. OF A 8.'AwN1 TrAR�Y�• AN%R S�TO.RM °SEWER LINE OVER9 ACROSS, THROUGH AND BELOW THE FOL— OWING DESCRIBED PROPERTYt LOCATED IN THE COUNTY OF SNOHONISH, STATE OF WASHINGTON, TO —WIT: W The East 10 feet and the South 10 feet of the following described property: The...lbst..,200. feet�of.. the..North...165,::i1 et._.of I�ot..22 ,„Of ?tl t.. ou�ad machinery Depot 5 Acre Tracts according to plat thereof 'recorded *in volume of plats, page 47, records of Snohomish Countyp Washington. lvy • CC, �•r ; L .� 00 so La >- Cp �}W o DATED THIS / DAY STATE STATE"OF WASHTNGTON) COUNTY OF SNOHOMISH) SS 5 ON THIS DAY PERSONALLY APPEARED BEFORE ME AND , HIS WIFE, TO ME KNOWN TO 'T*IE'';-00I DUALS DESCRIBED IN AND WHO EXECUTED THE WITHIN AND FOREGOING INSTRU I<pA`ACKNOW LEDGER THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTAR-Y THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS•'F 19 - 'ROTARY PU81.I6 IN AND FOR THE STATE OF WASHINGTON, RESIDING AT 10 PeEn va 873 P,078 Ihc.1890 • 40 CITY OF EDMONDS 121 5TH AVENUE NORTH • EDMONDS; WA 98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building Engineering August 3, 2009 MEMO TO: Puget Sound Energy Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Edmonds Information Services Allied Waste Comcast Cable GARY HAAKENSON MAYOR Please be advised that 1120 Vista Place, Edmonds,. WA has been retired from the Edmonds address system. It has been replaced with 1122 Vista Place, Edmonds, WA. Occupancy: Single Family Short Plat (see attached) Tax ID Number: 00548900002200 Lots (see attached) If you have any questions regarding this letter, please contact me at 425-771-0220 or Harrison@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Respectfully, Inirison Senior Permit Coordinator Edmonds Building Department Cc: Applicant/Owner Snohomish County, WA Assessor Parcel Data Page I of 2 SnohomishOullne Government Information & Services County Washington Y R E A L Y Property Information County Home Assessor Home Treasurer Home Information on which Department to contact Please view Disclaimer If you have questions, comments or suggestions, please Contact. Us. Date/Time:8/3/2009 10:39:06 AM Answers to Frequently Asked Questions about Parcel Data (opens as new window) Return to Property Information -Entry -page Parcel Number 00548900002208 Prev Parcel Reference 54890000220805 View Map of this parcel (opens as new window) General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) JORGENSEN KELLY R & STACY L 11 15523 3RD DR SE - - - MILL CREEK, WA 98012- 4506 If the above mailing address is incorrect and you want to make a change, see the information on Name and. Address. Changes.. Owner Name 11 Address (contact the Assessor if you have questions) JORGENSEN KELLY R & STACY L 111120 VISTA PL - - - EDMONDS, WA 98020-2968 If the above name and address is incorrect due to a recent sale, please see the information on Name and Address Changes After a Sale Street (Situs) Address (contact the Assessor if you have questions) 1120 VISTA PL - - - EDMONDS, WA 98020-2968 Parcel Legal Description PUGET SOUND MCHY DEPOT 5 AC TRS BLK 000 D-08 - W 38OFT OF N 165FT OF TR 22 LESS W 290FT THOF Go to top of page Treasurer's Tax Information Taxes For answers to questions about Taxes, please contact the Treasure.r's o_ff_ice (opens as new window) 2009 Taxes for this parcel $5,713.40 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees and any fees related to late payments. LID charges, if any, are not included.) To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-3366 to request it by phone. Go to top of page .Assessor's Property Data Characteristics and Value Data below are for 2009 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) For questions ONLY about property characteristics or property values (NOT taxes), please contact the As.s..essor's Office - Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons http://web5.co. snohomish.wa.us/propsys/asr-tr-propinq/PrpingO2-ParcelData.asp?PN=0054... 8/3/2009 Snohomish County, WA Assessor Parcel Data Page 2 of 2 Values exemption. Reductions for exemptions are made on the property tax bill. Tax Year 2009 Market Land $545,000 Market Improvement $152,3001 Market Total $697,300 Pending Property Values Tax Year 2010 Market Land $500,000 Market Improvement $116,6001 Market Total $616,600 Go to top of page. Valuation, Payment, and Property Tax History View Hist- y. (opens as new window) Go to top of page Property Characteristics Tax Code Area (TCA) 00210 View Taxing Districts for this Parcel (opens as ne%v window) Use Code 111 Single Family Residence - Detached Size Basis ACRE Size 0.3 (Size may include undivided interest in common tracts and road parcels) Go to top of page Property Structures Type Yr.Built Structure Description Dwelling 1954 1 Story w/Basement View Structure Data (opens as new window) Go to -top of page Property Sales since 7/31/1999 Explanation of Sales Information (opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. Transfer Receipt Sales Excise Deed Grantor (Seller) Grantee (Buyer) Other Date Date Price Number Type Parcels 9/22/2006 9/29/2006 $660,000 207882 W SCHUSTER BERNARD R & JORGENSEN KELLY R & No JEAN L STACY L Go. to_ top of page Property Maps Township/Range/Section/Quarter, links to maps Neighborhood 1605001 Explanation of Neighborhood Code (opens as new window) Township 27 Range 03 Section 24 Quarter NE Find. parcel maps for this Township/Range/Section jj View Man of this parcel (opens as new window) http://web5.co.snohomish.wa.us/propsys/asr-tr-propinq/PrpIngO2-ParcelData.asp?PN=0054... 8/3/2009 858 853 6 G J v N n N m N L�6 858 B5B 835 fj — .';. 416 1177 N SOB 604 oil qw 820 u u m 932 1012 904 p 910 - - m ri. N i1 s r � N l m 918 91t + r ro s 921 o 924 o a — 936 910 BOB \ N m LC7 922 821 928 925 yy _ 928 920 970 B25 y 931 — u 920 H 910 < N D °' \ u C i fl35 930 839 9a0 u 930 N y 031 p N �� G 936 9341 939 940 D 041 m - 940 914 !T1 911 J - 940 F,,,, �' 941 941 ` o` 941' B50 < 940 m n' _. m 948 938 f 950 B51 950 _ m B t 5 -- y fl51 �„ o 95B 961 1025 `' 861 947 960 umNi 959 t; �l� B80 — n-_ � Q 9,;p ` AVEN.10TH AVE N — .:. yp _ j CD 1004 1003 --t _�1 A '000 N 1005 1104 < O \P 1010 1009 n Q. - rr ya p e m 1018 1017 lo,s1 Z 1015 1011 10t0 R1 tOtt g o 0 0 7t06 tOtO ZZZ o 1028 oFg 1023 1026yj 1023 0 1017 2�0` 1o�� N - g 1110 > • ---- _- - \�� w 1028<� 1027 1030' 1029 / m - --_- g 1025 �- —' < 1020� t023 - 7025 ... \ _ _ 1121 1036 :j 1035 1032 ' 1033 1026 t� ( G °' g 1021 �119 m 1028 7028 1027 1044 1045 1040 —1037 0 �> +028 _ _---_�jl - o U -- 1032 tOse ,050 ,045 1040 toss ¢¢- 1058 515� fOs7 LS - .. I ._N..V N J _ o -- - ---� --- 505 N N �' N 1327 - OL�YM�PIC' AV ro G m 1I�.' o I w 822— 7t8 c -820 m t o 0 1112 ro < _ !�- �o-•I----r N �� 1120 m P S IJ rI I 'i 1006 1114 1 1 1 2 I m 1133 1116 HPLN ng- 1135 I 1004 tttB 318-- S 1114 7120 _ o �.I . \\ 1109 - nNi g - -L--•I N 4 035 1101 1105 1154 . 12T set 1200 1103 1201 1312 F N 1100 1204 I` V u AVE.NJ c 7o g m'. 1216 `+ 1231 1010 1014 1215 0 1102 1316 1p32 ' D 1109 1220 -- _ NNm 9218 9215 J �N _ 1251 _ Q, 1236 I� S & yy 12TH'PL N g _ -t13, 914 m N u D11) 19922 19904 ` 79824 20315 �+ ,m S2 $ N 8 i oc, . vC;. 1 57 So #P20 City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application to the City. The purpose of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical areas inventories, maps, or soil surveys). • Date Received: City Receipt #: Critical Areas File #: Critical Areas Checklist Fee: $135.00 Date Mailed to Applicant: 3- 13 _ 'rt A property owner, orhis/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in fmding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information famished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANT/AGENT DATE Property Owner's Authorization U By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posting attendant to this application. SIGNATURE OF OWNER ��%L / �L �c�Ci—C DATE 'Z `aPLEASE PRINT CLEARLY 0 Owner/Applicant: Name Street Address City State Zip Telephone: /J- D C i> S cj S. C=(11 C Applicant Representative: Name Street Address City State Zip Telephone: Email address (optional): _L�c' (�, ( : !,i 0oiviEmail Address (optional): J .' r #P20 o o-oo Critical Areas Checklist CA File No. Z Site Information (soils/topography/hydrology/vegetation) 1. Site Address/ Location: 2. Property Tax Account Num1V k (; 5 '-1 =j 0 C) z - c 3. Approximate Site Size (acres or square feet): C , roc 4. , Is this site currently developed? X yes; no. If yes; how is site developed? Pn_vyl i 5. Describe the general site topography. Check all that apply. r1 7. A Flat: less than 5-feet elevation change over entire site. z_ Rolling: slopes on site generally less.than 15°% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30°% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): Site contains areas of year-round standing water: it ; Approx. Depth: Site contains areas of seasonal standing water: 0 t7 ; Approx. Depth: What season(s) of the year? 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? 110 Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ;shrubs ; mixed ' urban landscaped (lawn, shrubs etc) 11. Obvious wetland is present on site; ;fir 1. 2. 3. 4. 5. For City Staff Use Only --L Plan Check Number, if applicable? Site is Zoned? S— ka SCS mapped soil type(s)?— c%, c:X,r-r,/ r� �z�z��y.�.��/., �o�r.c... US An Critical Areas inventory or C.A. map indicates Critical Area on site? ' ,;Ae- Mill- c _ 1 / \ t I _ _ . % % I / /_ _ i / 1. i Site within designated earth subsidence landslide hazard area? NO, DETERMINATION �C STUDY REQUIRED WAIVER Reviewed bv: CITY OF EDMONDS CRITICAL AREAS RECONNAISSANCE REPORT Site Location: 1120 Vista Place Tax Acct. Number: 00548900002208 Determination: Study Required Determination #: CRA-2008-0017 A licant: Kelly and Stacy Jorgensen Owner: Kelly and Stacy Jorgensen CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED During review and inspection of the subject site, it was found that the site contains and/or is adjacent to critical areas, including Landslide Hazard and Erosion Hazard Areas, pursuant to Chapters 23.40 and 23.80 of the Edmonds Community Development Code (ECDC). GENERAL CRITICAL AREAS REPORT REQUIREMENTS Critical Areas Reports identify, classify, and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area, the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study. You may also choose to submit the entire study with your specific development application. • Please review the minimum report requirements for all types of Critical Areas that are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). • Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study, and there is an approved list of consultants that you may choose from. You may contact the Planning Division for more information. • General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110 through 23.40.140. STUDY REQUIREMENT — LANDSLIDE HAZARD AREA It appears that this property contains and/or is adjacent to a Landslide Hazard Area. • A Landslide Hazard Area is any area with a slope of forty percent (40%) or steeper and with a vertical relief of ten (10) or more feet (except areas composed of consolidated bedrock). • Landslide Hazard Areas are further defined and illustrated in ECDC 23.80.020.B. • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Landslide Hazard Areas are provided in ECDC 23.80.050. DEVELOPMENT PROPOSALS ASSOCIATED WITH LANDSLIDE HAZARD AREAS Development is restricted within a Landslide Hazard Area and its buffer. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer. 01 0 • The criteria that are applied depend on the amount that the buffer is reduced. • The buffer can be reduced to a minimum of ten (10) feet (with an additional 15' building setback per ECDC 23.40.280) if a report is prepared that meets the standards listed in ECDC 23.80.050. The alteration must also meet the requirements listed in ECDC 23.80.060. • In addition, proposals to reduce the buffer to less than ten (10) feet must comply with the design standards listed in ECDC 23.80.070.A.3. STUDY REQUIREMENT — EROSION HAZARD AREA It appears that this property contains or is adjacent to an Erosion Hazard Area. Erosion Hazard Areas include: • Those areas with Alderwood and Everett series soils on slopes of 15 percent or greater. • Any area with slopes of 15 percent or greater and impermeable soils interbedded with granular soils and springs or ground water seepage. • Areas with significant visible evidence of ground water seepage, and which also include existing landslide deposits regardless of slope. DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS Development within an Erosion Hazard Area must meet additional criteria. • For erosion hazard areas with suitable slope stability, the only critical area study needed is an erosion and sediment control plan prepared in compliance with the requirements set forth in Chapter 18.30 ECDC as part of the construction documents. This option is at the director's discretion, per Edmonds Community Development Code section 20.80.050.G. • In areas where the slope stability is not suitable, projects within Erosion Hazard Areas will require a report by a licensed Geotechnical Engineer or other qualified professional. Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. • Report requirements are given in ECDC 23.80.050, and more generally in ECDC 23.40.090.D. • Development standards are given in ECDC 23.80.060 and 23.80.070. ALLOWED ACTIVITIES Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If you have any questions about whether your proposed development qualifies as an allowed activity, please contact a Planner for more information. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 23.40.230). If you think that a specific development proposal may be exempt, contact a Planner for more information. ner Name Sig h12,2 Date NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. M The City ® F.Jimords Side Sewer Drawing EAS:VIENT NO. -- --- .................................... 218- QY6 0 0 NTEW CONSTiKUCTIGN REPAIRS E] L7D No- ------------------ ASYlT. NO. ------------------ OWNEa ------- ........................ T- Al� ... ---------- CON - ILI , OR ......... .............. ......................................................... PZRMIT Nam. -------------------- JOB ADDRESS --------- 13-2.0 --- VISTL—PLACE ------------------ ------------- LEGAL DESCR'-17171ON: LOT NO- ------------------------------- ...... BLOCK NO . .................................... .................................................................................................................................................................. NAMEOF ADDITION ----------------------------------------------------------------------------------------------------------------------- DYE TESTED 01,,, SEI�JIER Ap rcvc,4: 2 FWW-CC301-1 U75 f.qEV.11/78) DAM ........................................... - 3y ................................................. Zulauf, JoAnne From: Harris, Tim Sent: Thursday, August 13, 2009 1:09 PM To: Engineering Inspector Subject: 1120 vista pl Hello,Talked with homeowner at 1120 vista pl,told her it would be ok to locate sewer lateral and cap at property line during demo.Then we will T.V for re- use or not. Thank you,Tim f` pY 5v , • e� .�i D 'Cis 'd Z42.3a F ajp. s , _ DATUM t N w WM t a� l� blo x • `off• ,.� � ; 1v v 50 � ti Zo ® �C9 .0 (1Z IL to Ap `11 k N ERICONTRAC R IS RESPONSIBLE E OR •�� WNEROSION CONTROL AND DRAINAG I� PLA D IIEW510 UB- OCT - 7 2009 BUILDING DEPARTMENT FlUTABLE OF CR%-fEW§NDl 1. SITE . na U`` �ie-� OJSD G6�U✓ S14c 0"i UT't .lcii V I I N 0 KELLY & STACY JORGENSEN 15523 3RD DRIVE SE MILL CREEK 98012 206-714-1022 PROJECT: 1120 VISTA PLACE EDMONDS 98026 SCOPE OF PROJECT: DEMO EXISTING 1954 HOUSE. NEW SINGLE FAMILY 2-STORY RESIDENCE w/ UPPER & LOWER GARAGE, ELEVATED DECK. TAX o: 00548900002200 LEGAL: PUGET SOUND MCHY DEPOT 5 ACRE TRACKS BLK 00 D-08 W 380 FT OF N 165 FT OF TR 22 LESS W 90 FT THOF. (long): THE WEST 380 FT OF THE N 165 FT OF TRACT 22 PUGET SOUND MACHINERY DEPOT 5 ACRE TRACTS, VOL 5; PG 47, RECORDED SNOHOMISH COUNTY, WA. LESS THE WEST 290 FT THEREOF: TOGETHER WITH AN NON-EXCLUSIVE EASEMENT. FOR ROAD, UTILITIES AND THE MAINTENANCE AND REPAIR OF SAME OVER, ACROSS AND UPON THE NORTH 10 FT OF WEST 290 FEET OF SAID TRACT 22. TOGETHER WITH AN EASEMENT FOR ROAD, UTILITIES, AND MAINTENANCE AND REPAIR OF SAME OVER, :ACROSS AND UPON THE SOUTH 10 FEET OF WEST 380 . FEET OF TRACT 21, PUGET SOUND MACHINERY DEPOT 5 ACRES TRACTS. VOL 5, PG 47 SNOH. CTY. IMPERVIOUS: ROOF OUTLINE: DECK DRIVE: STEPS: . SQ FT 222. yrj. 1997.� 42 Co 3�J"1 • °j PRE-1977: 1592 SQ FT TO BE DEMO: POSTA 977: $27.' &GQ FT. c�3�7.1 HEIGHT CALCS: DATUM: CB . 242.30' SURVEY A: 2292 APPRO D Blf PLAN NIN B: 230.5' Zone %Z S — f ,2 - Corner FIT„_ C. 223.' Setbacks Re wired Actual D: 222.' Front Al _ . AVER GRADE: 226.12' PROPOSED: 250.5' MAX: 1 251.129 LOT COVERAGE: 3015.5 SQ FT. 20.3% Sides _Wk' r 4 I4 1n Rear . S _ L s� 2-5— Other Height 2-4-3y OCT - 7 2009 BUILDING DEPARTMENT' CITY OF EDMONDS LOT AREA: 14,850 SQ FT ..ZONE:- RS-12 „r(� GRADING: CUT: mt)T CUT 'WTO SLbP6) €0 `wmp- 4UT lF . —Tecc� f� �Dc��-E D, cL N.1 ee�� iv i)XIVE Nry .N� - I I is Q ply. G 11 v i PKDPO S6D KE: "' I I252. 50,.FT. Ga,�.C-lFs ` I 1 'S8*a 5Q-FT- DLG)� ul xs t I t (�f N ID�r E ONSIBLE FOR ti ONTRpGTOR NpGE � a � ry N . OWNERco CONTR ND DRAT N N nN EROSION 511E PLAW 1ai -CON* oole.95 2ee� e OR ES,U B STREET FILE BUILDING DEPARTMENTU- CITY OF EDMONDS U f li lw ?tin %,DIrai(\(f, flan f,Y-, WAIEZ. MffSC Zia � Ses0«0 O�4 a25 �'I1 co ApPRovED AS NOTED ),%CC�TERIAL TL�t�E 5DR 35 SCH 40 N -12 F810 HANCOR YboTl�1G DP.AitilS To l0' -ME-ficR PVG cc) w Q f.l -W-7I)1102-02,0 7 flP J L I V- n �- �•�Z�`CPcS1" I�ohf LUGK(I.fC� L�1M ° 1-74 Z 012. ' -r--- so IQ •. q0 0� �tz0 �IC�FJ (fOQ TP-6 L-- HA D E,- IN -1N �� M_r26pl- -ro JL �� C�LLd� �•f�. Q IIr,-2,0o RESUB r OWNEWCONTRACTOR IS RESPONSIBLE FOR O T W 2009 EROSION CONTROL AND DRAINAGE BUILDING DEPARTMENT CITY OF EDMONDS I fee si}G �vm, cayvbw�21, -Prat-T�at,3 ASPHALT OR CONCRETE DRIVEWAY EX. WA METER TO REMAIN AND SERVE NEW HOUSE ------------------------------------------------ 0 20' Road Easement Established in 1953 per AFN _ uGP- - =o— — — — — — — — — -- — `. '28" E _ 90.00' O �— -----------------------------— SILT FENCE X -- -------- . S 89 734'28" E —-------- ` O.00' ---- ------- cn m 2' WIDE BY 2' DEEP TRENCH X � 5$�� FILLED WITH WASHED ROCK A' FOR INFILTRATION. ' -. -. c. House zi -Fi- Number Sign X I "o O 0 TBR - X TBR I I YARD, DRAIN o RIM = 221.0t I I E = 219.0 x LL SEE DETAIL I i� o 35'x4'x4' ROOF 10' SIN I - c INFILTRATION A EM®I G 0 0DOWNSPOUT TRENCH, SEE DETAIL OI o +, 1 O 0 cn ' TBR cn �I 10.0'_' SETBACK 1 10.0' yt _ SETBACKS YARD DRAIN — — — RIM = 221.0t _ SEE DETAILL x C/) 6" PVC DOWNSPOUT D O CONNECTION (TYP.) I — — — — — —� , 4-- ---- - - -- - ' 9 0.43�I —-- — �— — S 89.34'28" E Found Rebar �c Cap, LS 22969 I 0.19'E&0.07'N— FILTER FABRIC MATERIAL 60" WIRE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2"X 4" BY 14 GA. WIRE FABRIC OR EQUIV. WIR E\ FABRIC OR EQUIV, FILTER FABRIC 191511111111111 Ilia 11 lu miWillffia MATERIAL. ' ' BURY BOTTOM OF FILTER MATERIAL " /\<, i (� IN 8" BY 12" TRENCH —I Z-1 8" MIN. 6' (MAX) PROVIDE 1.5" WASHED GRAVEL BACKFILL IN TRENCH J� AND ON BOTH SIDE OF / 2"X 4" WOOD POST, STANDARD OR BETTER FILTER FENCE FABRIC ON OR EQUAL ALTERNATE: STEEL FENCE POSTS. THE SURFACE. 2"X 4" WOOD POST, ALT: STEEL FENCE POSTS. SILT FENCE DETAIL N.T.S. SOIL AMENDMENT NOTE: AMENDED SOIL IN TH BOTTOM OF THE DRIVEWAY INFILTRATION TRENCH SHALL CONTAIN A MINIMUM ORGANIC CONTENT OF 5% WITH A CATION EXCHANGE CAPACITY OF 5 MILLI EQUIVALENTS/100 GRAMS FOR A MINIMUM DEPTH OF 2-FEET. f- DRI VEWA I -•FINISHED GRADE INCH WASHED ROCK �'"'••'l ••.fit �••�• •• •�•` DRAINAGE 2. 0' SEE SOIL AMENDEMENT 3MIN. I NO TE. SEASONAL HIGH GROUND -WA TER DRIVEWAY INFILTRATION TRENCH ne NOT TO SCALE GEOTECH TO INSPECT AND APPROVE TRENCH PRIOR TO PLACEMENT OF BACKFILL 20 _ 40 lAdAAdAd HORIZONTAL SCALE FINISHED GRADE EL VARIES / TOPSOIL .- ap •—• •i.. •- •. •ti• '0 As1.0, INCH WASHED ROCK ti � ��•*�i (MIRAFI 140N OR EQUAL) gig SEASONAL HIGH ROOF INFILTRATION TRENCH NOT TO SCALE GEOTECH TO INSPECT AND APPROVE TRENCH PRIOR TO PLACEMENT OF BACKFILL ROOF DRAIN OVERFLOW SPLASH BLOCK TO INF. TRENCH 1 /2" MESH 5' MIN. SCREEN YARD DRAIN W/ SOLID LID HOUSE TO YARD DRAIN CONNECTION DETAIL N.T.S. SITE ID V2TH N VICINITY MAP SCALE 1 " = 2000' TH 00 )TH x x C LEGAL DESCRIPTION THE WEST 380 FEET OF THE NORTH 165 FEET OF TRACT 22, PUGET SOUND MACHINERY DEPOT 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; LESS THE WEST 290 FEET THEREOF, TOGETHER WITH AN NON-EXCLUSIVE EASEMENT FOR ROAD, UTILITIES AND THE MAINTENANCE AND REPAIR OF SAME OVER, ACROSS AND UPON THE NORTH 10 FEET OF THE WEST 290 FEET OF SAID TRACT 22, TOGETHER WITH AN EASEMENT FOR ROAD, UTILITIES AND MAINTENANCE AND REPAIR OF SAME OVER, ACROSS, AND UPON THE SOUTH 10 FEET OF THE WEST 380 FEET OF TRACT 21, PUGET SOUND MACHINERY DEPOT 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. DATUM NGVD 1988 BENCHMARK V-297 "BRASS DISK IN CONC-STATION MARK IS A BENCHMARK DISC AT EDMONDS, ALONG 5TH ST BETWEEN MAIN & BELL STREETS, SET VERTICALLY IN THE WEST CONC. WALL OF THE EDMONDS MUSEUM, 0.5' N OF THE SW CORNER OF THE BUILDING, 48' E OF THE C/L OF 51'Hi ST & ABOUT 2' HIGHER THAN THE GROUND" ELEV = 69.840 SITE DATA SITE ADDRESS: 1120 VISTA PLACE ; EDMONDS, WA 98020 TAX ACCOUNT NUMBER: 00548900002208 OWNERAPPLICANT SURVEYOR KELLY JORGENSEN EMERALD LAND SURVEYING, INC 1120 VISTA PLACE BRENT EBLE EDMONDS, WA 98020 PO BOX 13694 MILL CREEK, WA 98282 425.359.7198 CIVIL ENGINEER OMEGA ENGINEERING, INC. JOSEPH SMEBY, PE 2717 ROCKEFELLER AVE. EVERETT, WA 98201 425.387.3820 F: 425.259.1958 a im f I LEM t Si `e1! S SUet co Z 0 a. U Cn w 0 w jCq o00� Q00MT- w00 ?� cN LL ,�r d' W W 4— `+— O> w W ti ti 0 .c 0- W � ': q�LL 0 U z M p w N U Z 0 toCf .0 LL _cz 0 O O_ OLL N Z I- � N 0 O 0 E W PROD. NO. DSN. BY: 09-042 JN DATE: 04/20/2009 SCALE: 113=20' DRAWING NO. 1 OF #7eil ozozo � Zb � ��IlO20L07 �► •� " � Gclot 0 x % �� . o v .. I 2.2 2 LOCO KETAtm wel WAU, 4� = f 120 l�6T CUT I&)TO Swm) 15 l AM) M2 MA(w CN C � �• �.�� S.Z. �, '�- vv5� id -rr EtJCR U, PVLLvirCLirAhl-UV � � C�NtJEL'Cl Oki V I I-aUkST l p-ol-a L-O CKIW6f � M >rAsEMgE r S �U f IV CtiPAVI.. " 174 •-79 pj p, ° -41-74 2-oi 2 1- BUT k) WP ��-D � T �•C 1-4 i�C©NtM► � J MO 'AA `TOr=- or -SLOP., KELLY & STACY JORGENSEN 15523 3RD DRIVE SE MILL CREEK 98012 o 206-714-1022 PROJECT: 1120 VISTA PLACE EDMONDS 98026 A ,�n SCOPE OF PROJECT: DEMO EXISTING 1954 HOUSE. H p NEW SINGLE FAMILY 2-STORY RESIDENCE w y w/ UPPER & LOWER GARAGE, ELEVATED DECK. N TAX No: 00548900002200 a LEGAL: PUGET SOUND MCHY DEPOT 5 ACRE TRACKS BLK 00 D-08 W 380 FT OF N 165 FT OF TR 22 LESS eq W 90 FT THOF. (long): THE WEST 380 FT OF THE N 165 FT OF TRACT 22 PUGET SOUND MACHINERY DEPOT 5 ACRE TRACTS, VOL 5, PG 47, RECORDED SNOHOMISH COUNTY, WA. LESS THE WEST 290 FT THEREOF: TOGETHER WITH AN NON-EXCLUSIVE EASEMENT FOR ROAD, UTILITIES AND THE MAINTENANCE AND REPAIR OF SAME OVER, ACROSS AND UPON THE NORTH 10 FT OF WEST 290 FEET OF SAID TRACT 22. TOGETHER WITH AN EASEMENT FOR ROAD, UTILITIES, AND MAINTENANCE AND REPAIR OF SAME OVER, .ACROSS AND UPON THE SOUTH 10 FEET OF WEST 380 L�l FEET OF TRACT 21, PUGET SOUND MACHINERY DEPOT 5 ACRES TRACTS. VOL 5, PG 47 SNOH. CTY. e� IMPERVIOUS: N N N M N ROOF OUTLINE: . SO FT 3�7�•� ( N N DECK 222: _ DRIVE. 1997. N �'- STEPS: 43 1---7 PREA 977: 1592 SO FT TO BE DEMO. POST 1977: - Q FT. CAA7 AC and 7V- zvo •� a'CVM• 2�1z.3 HEIGHT CALCS: APPO�/ D �`/ ��..A NIN IN, way , DATUM: CB 242.30'SURVEY 6 Zz �7' A: 229.B: 230.5'DR J zone`" Corner Flati C. 223. Setbacks 0 a h Ic' D' 222.' Front-•-.-... Re usred Act t, y Sides u/Ie + o ti �' N 1r © •'�`' AVER GRADE: 226.12' 1 -- —r-- ----- - Rears r 2 s-- ro PROPOSED: 250.5tOther - 1 ; a`u MAX: 251.12' ov AV 22 — LOT COVERAGE: I01) 3015.5 SO FT 20.3% 10 • . ,, 1 1 •2� ` N LOT AREA: 14,850 SO FT ZONE: RS-12 i I ZZ GRADING. CUT: FILL: 2.53c¢•� 5�•FT• uPRE� � r E ' ti � 1 1252' sq.f. ca�rza�Fs IF ' I CONTACT DURING PERMIT PHASE: 5a*a scz-F1•_ �� K_ l ,i 4' X c 1 Q KRISTIN-HANSON HANSON DESIGN RM. i� 652 ALDER ST ' 1 3 N` u. w .2 \ o EDMONDS 98020 1� 1 of 425-774-7129 o A Q I hansondesign(c-hotmail.com t- u CONTRACTOR: OWNER _ - ��G STRUCTURAL ENGINEER: -A _.Jr DAMON FLEMING.-PE A° SOUND N - STRUCTURAL SOLUTIONS, ENO t N �, 'a �0 6628 212 ST SUITE 205 oN N ' N LYNNWOOD 98036 �.. 425-778-1023 • i ` " �... , :_ .. �0. (�' www.ssseng.com CIVIL: ry 10 NN N �N OMEGA ENGINEERING, INC I ��E� ��E® �O SEPH SMEBY, PE 5 I rUk w'Co�l*TO� �` � PtA LJ � I � 0 5 �,P� ROCKEFELLER AVE I G `(E EVERETT 98201 tl O ' 1', 425-387-3820 Date. SURVEYOR: TABLE of CONTENTS: EMERALD LAND SURVEYING, INC 1. SITE BRENT EBLE RECEI SURVEY BOX 13694 WA-17r12-w Vv1 MiR Mha( CIVIL DRAWINGS MILL CREEK 98282 AUG IJ " 2009 2. LOWER FLOOR PLAN 425-359-7198 3. UPPER FLOOR PLANS - �t TV kiC. W0445 -M �� Vv► I Na u 4. FOUNDATION PLAN � � (' " Nothing in this perxuat approval val proem steal] be 5. LOWER FLOOR FRAMIN(AT -Ti � Ci CAN- 1� C� b'� 6. UPPER FLOOR FRAMING interpreted as allowing or permitting the 7. ROOF maintenance of any currently existing illegal, nonconforming or un ermitted building, structure 8. SECTIONS p . CY: SCs h 1 yY �5 or site condition which is outside the scope of the 9. DETAILS permit application, regardless of whether such 10. ELEVATIONS f �� sbn ding, structure or condition is shown on the , 8 2Q0 Lan or drawing. Such building, structure or 11. GENERAL NOTES DEVEL(7,�,Q.lN�! 9 rsErivicEs Cni. Condition may be the subject of a separate S-1 ENGINEERING CITY 0+- EDn�orVDs enforcement action." S-2 ENGINEERING. STREET FILran E 0/01 COD M Is" r co co F6 cl) cm tilt C7 "f av SS Cleanout \ \ \ \ Rim 204.4377T7 Bend 202.43 -7 �E. e e t \� ! 1 __I � � ?0' Road Eas ment IEstabli hed in 19 3 I - � - - � - - - - �Vista Place F - - - - - ucP co 30.00'-`��S 89°34'28" _E - -- - 290.01 - _ d" 4 2&E ` 90.E \ �� 450 Found MIC, Tack O ® ! \ \ \ -lop in Lead, Down 0.6' I Found Reba & ---�V_ - - - - - - - MERIDIAN Cap, LS 2621 ! S n9'J4 0. 0' 0.15' W & 0.16' S N, I I \ I 1 1 \CB TVe 1 _ _ PLAT GE 242.30 '.� I 1 e IE NE 240.7 5 4" ADS Pei / IE NE 240.7 0 4" ADS GRAPHIC SCALE ! \ I 1 1 IESW240.7 54"PVC IE NW 2.40.4 .3 4,. PVC -20 0 10 20 40 y BTM 239.30 I D 6 1 1 ! 1 Ouse -tr- tuber - 30.2' ,� I " �� 1 > > 1 n (IN FEET) o I I n i 1 I I 1 1 1 inch = 20 ft. o ! \ r ', 1 j _LEGAL DESCRIPTION o = ! �' I Concrete '.1 1 1 ' '' I 1 Tf:i�= WE:S T 380 FEET OF THE NORTH 165 FEET OF TRACT 22, I DFivF:way <' I ! 4� '. 1 PUGET SOUND MACHINERY DEPOT 5 ACRE TRACTS, ACCORDING. a, House #1116 a, �� ro I I TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, - °' Peak 233.65 - - - - \ I I•` I ! ! 1 - PAGE 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; �'- Chimney 237.8 1 LENS THE WEST 290 FEET THEREOF; L6 I I I 01 fii !_ ! TOGETHER WITH. AN NON-EXCLUSIVE EASEMENT FOR ROAD, 0 I o ! II I li Goraae rn! !J. ! ! UTLITIES AND THE MAINTENANCE AND REPAIR OF SAME OVER, I - I:c h t ACROSS AND UPON THE NORTH 10 FEET OF THE,,'WEST 290 30,2 _ 16.43' / I ! N FF 229.80 !! I I I II 3.5' Eaves NII 3 �� I I FE=T OF SAIC� 4 F, 1 I TRACT 22,, 3 Laugen'1lf7 �• (ee 1 I - 18.1_ - 1��} I 1 I TOGETHER WITH AN EASEMENT FOR. ROAD, UTILITIE'�, AND d 1 _ 1 _;�__ y • �Cove�t t =j 1- ! I a I MAINTENANCE AND REPAIR O SAME OVER, ACROSS* *AND UPON 1 I� i e--11.40' , tal i THE, SOUTH 10 FEET OF THE.; WEST 380 FEET OF TRACT 21, o I GM 28 3' Imo' PUGET SOUND MACHINERY DEPOT 5 ACRE TRACTS, ACCORDING h _ 11 I I EAaa I I TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, j ii °' _ PA`�E 47, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, °' !' I o I I I I i I!7. a I cv - I I i I ubj. I I ! I SITUATE IN THE. COUNTY QP SNOHOMISH, STATE OF -- -• \ _ I N House #1120 I WASHINGTON- 7' m ! N ! 4 FF 232.86 N! I I -{�1� ! � - - F -- y `t 5.2 Eaves I !I I ' I v `2r8� 1 \ I v I I I• • I I I. I I I� SIURVEY MOTES 49.86' I � _ 28.3' I I �0, w T8, T6 __INSTRUMENT USED: SOKKIA SET 5 EDM - ! METHOD USED: FIELD TRAVERSE N \\ -I!lI) N N APPROXIMATE POINT ACCURACY: t0.05 o / 1 b.28' Q.o1' / / I ! / I I ! !Concrete a•3' 1 I I COI 18! ° SURVEY MEETS OR .EXCEEDS STATE STANDARDS PER WAC z - - - - - I I 332-130-090. S t39'3�•'28" IE \ 1 11' 0.69' \ I Found Reb r (Sc t I I I I I MONUMENTS SHOWN HEREON WERE VISITED ON APRIL 14, 2008. \ C . LS 22 69 I Z ! o.19' & 0.07A N 1 I I THE INFORMATION SHOWN ON THIS MAP REPRESENTS THE I3 RESULTS OF A SURVEY MADE ON THE INDICATED DATE AND CAN ONLY BE CONSIDERED AS THE GENERAL EXISTING TREE DESCR IPTIONIS CONDITION AT THAT TIME. T Fruit Tree CY Cypress (Cupressus) . VERTICAL DATUM - NAVD 88 L Laurel (Lauru s nobilis) J Juniper (Juniperus) CONTOUR INTERVAL - 2 FEET I BENCH MARK: POINT NAME: V-297 "Brass Disk in Conc-station mark is a benchmark disc at Edmonds, along 5th St between Main & Bell Streets, set vertically in the West conc. wall of the Edmonds Museaum, 0. 5'. N of. the SW corner of the building, 48' E of the C/L of 5th St & about 2' higher than the ground" . Elev: 69.840. Found MIC, 1 3%4" Brass Cap w/ Down 0.6 , SURVEY IN THE: i S.E.. 1 /4, N.E. .1 /4 SEC. 24 TWP. 27N., RGE. 3E., W.M. RECORDING CERTIFICATE I SURVEYOR'S CERTIFICATE �of WASwt, �, RECORD OF SURVEY Filed for record this day of Volume Surveys This map represents a survey made key me or direction in with the x KE �Ily and Stacy Jorgensen-,. 20__at-_-_-.M in of y und- er m y conformance �. on Page , Records of SNOHOMISH County, regl. alrements of the Survey Recording Act at .o a 1120 Vistc Piace Washington at the request of BRENT EBLE the request of KELLY AND STACY JORGENSEN o�, ,� 30581 �s GISTE4 Edmonds, WA 98020 in MAY , 2008. ��..5S� sj�NAL yv . LAtM EMERALD LAND SURVEYING, INC. Auditor Deputy Auditor - Certificate Number 30581 EXPIRES JUNE 30, 2008 PO EO) iC 13694 MILL CREEK, WA'.. 98082. PH. (425) 359-7198 ;r,b•„ _ ,, SHEET 1 OF 1 � ��;%f� EE� ew �C� m D ]U].§29§§ DE D SERVICES CTR. G OF EDN'if"INDS