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18504 OLYMPIC VIEW DR.PDF11111111111111 12556 18504 OLYMPIC VIEW DR ., • tip`" .a 1 LL W lk Wuj N d N p LU lQC W f- N � � N aL W W a-� W 3 cxuj M c* kn t0 P, co O1 CDr-1 N M ct to t� t� CO �: O .. N N N N N N N S 4 N fM M M Nf M !M en M m ct r 64 O O Q d d d �- N M d to t0 f� 00 tD. .tom. co M .. O 1 U►�", fIONGWEST 1 & ASSOCIATES, INC. Geotechnical Engineering April 11, 1995 Hydrogeology 1 HWA Project No. 95045 Geoenviron mental Services Testing & Inspection MENKI: 1 APR 121995 Mr. Walter Yeager 806 Ninth Avenue South 1 Edmonds, Washington 98020 SUBJECT: GEOTECHNICAL ENGINEERING INVESTIGATION PROPOSED RESIDENCE AT 18504 OLYMPIC VIEW DRIVE EDMONDS, WASHINGTON (City of Edmonds Permit No. 95-11) Dear Mr. Yeager: This report presents the results of geotechnical studies for the proposed single family residence at 18504 Olympic View Drive in Edmonds, Washington. The purpose of our work was to evaluate the soil and ground water conditions at the site and provide geotechnical recommendations for the design of the proposed structure. The site is located on the west side of Olympic View Drive above the BNRR tracks. It's approximate location is shown on the Vicinity Map Figure 1, and the layout of the site is shown on Figure 2. The site is presently occupied by an existing wood frame home, which we understand was constructed in 1919. We understand the existing house is to be demolished and the proposed house will be constructed in the same location. The new structure will be a two-story wood frame stnucture with daylight basement. The lower floor elevation will be approximately the same as in the existing structutre. A driveway will extend down the east property line and curve westward to a proposed attached garage. Our work included a reconnaissance of the site, and evaluation of the condition of the existing building foundations. We also reviewed plans showing the proposed construction. A shallow hand excavation was made to observe soil conditions. No borings were made. 19730 - 64th Ave. W. Lynnwood, WA 98036-5904 Tel. 206-774-0106 Fax. 206-775-7506 ■ April 11, 1995 ' HWA Project No. 95045 OBSERVATIONS ■ The site is located at the top of a steep bank above the BNRR tracks overlooking Puget Sound. At this location the bank is 25 to 30 feet high and slopes about 1.5 horizontal to ] vertical, or slightly steeper. The slope appears to consist of dense sands and gravels. A shallow excavation made with a shovel on the slope above the house encountered light brown silty gravelly sand. This material was similar to the soils exposed on the slope two ' properties to the north. No ground water seepage was observed on the site. No horsetails or other hydrophytic plants were observed above the existing house, although a ' few horsetails were present on the lower portion of the site. Native vegetation consisted mostly of fir, cedar, maple and ferns. ' The existing house is supported primarily on continuous foundation walls, which were cast in -place. Our evaluation of theses walls indicates that the foundation of the existing building has performed well. No evidence of settlement or lateral movement was visible, tand the only cracks in the foundation walls or basement floor appeared to be a result of shrinkage. ■ CONCLUSIONS AND. RECOMMENDATIONS STABILITY ■ proposed The hillside between the railroad tracks and the building site is steep, (approximately 1.5 horizontal to 1 vertical or slightly steeper); however, it is well ' vegetated and appears to be stable. It is subject to erosion and freeze -thaw, however, and will gradually regress. Our experience with similar slopes indicated that regression will ' average 1 or 2 inches per year. To maintain the stability of the slope and minimize the rate of regression, storm water collected in catch basins and roof drains should be carried from the site in tight lines. Water should not be released or concentrated in such a way that it is ' allowed to flow over the slope. In our opinion, the proposed building site is set back sufficiently far from the top of the ' slope that there is virtually no danger that the house would be damaged by a landslide. We estimate that there is less than a 10 percent chance of damage to the proposed house ' from sliding at this site in a 25 year period. In our opinion, the proposed construction activities would not adversly affect the stability of the subject property or adjacent properties. ■ Ymgendoc 2 HONG WEST & ASSOCIATES, INC. April 11, 1995 HWA Project No. 95045 FOUNDATION DESIGN Based on our observations at the site, it is our opinion that the proposed house can be constructed essentially as planned. Foundations for the proposed structure should bear in medium dense to very dense native soils, below any existing fill. Foundations could be designed for an allowable bearing capacity of 3000 pounds per square foot (psf). Wall footings should have a minimum width of 18 inches, and column footings should have a minimum width of 24 inches. Footings should be founded at least 18 inches below the lowest adjacent exterior grade and at least 6 inches below any adjacent interior grade. Minimum footing widths may govern footing design. All foundation walls which retain soil, including those on the upslope sides of the daylight basement and the garage should be designed as retaining walls. Such walls should be designed for an equivalent fluid pressure of 55 pounds per cubic foot (pcf), plus one pound per cubic foot for each degree of upward inclination of the backslope above the ' wall. Cantilevered retaining walls which are not connected to the house could be designed for an equivalent fluid pressure of 35 pcf, plus one pound per cubic foot for each degree of upward inclination of the backslope above the wall. These pressures assume the walls are ' drained so that hydrostatic pressures cannot develop. Recommendations for wall drainage and backfilling are presented on Figure 3. The'ground surface should be sloped so that ' surface water cannot pond against foundations walls. Lateral forces would be resisted by passive earth pressure against the buried portions of ' structures and by friction against the bottom. In our opinion, passive earth pressures in backfill could be estimated using an equivalent fluid pressure of 280 pounds per cubic foot (pcf) above the groundwater table and 140 pcf below the water table. These values ' assume that the structures extend at least 18 inches below the lowest adjacent grade, and the backfill around the structure is a compacted granular fill. Where necessary,rockeries or ecology block walls could be used to achieve desired gY grade changes. We recommend that rockeries at this site be restricted in height to no ' more than 6 feet. Rockeries should be constructed in accordance with the Typical Rockery Detail provided in Figure 4. ' Ecology blocks may be used in lieu of rockeries to provide low gravity retaining walls. Ecology blocks consist of 2.5 x 2.5 x 5 foot solid rectangular concrete blocks. They ' are cast from excess concrete at concrete batch plants and are relatively inexpensive. Because of their rectangular shape, they can be stacked in a variety of ways to form ' Yeager.doc 3 HONG WEST & ASSOCIATES, INc. April 11, 1995 HWA Project No. 95045 gravity retaining walls in excess of 12 feet high. A typical ecology block wall, is presented on Figure 5. As shown on this figure, the blocks should be founded on 1-1/4-inch minus crushed rock about one foot below the existing ground surface. The blocks should be battered 1 horizontal to 4 vertical, and the space behind the wall should be backfilled to a 2 horizontal to 1 vertical (or flatter) slope. Backfill behind the wall should consist of clean freely draining sand and gravel or crushed. rock. All backfill should be compacted to a dense and unyielding surface and at least 92 percent of its modified Proctor maximum density. A four -inch diameter slotted ADS pipe should be embedded in the crushed rock below and behind the wall as a subdrain. This pipe should flow via tightline to the storm drain system. UNCERTAINTY AND LIMITATIONS ' The analyses, conclusions and recommendations presented in this report are based on the site conditions as observed during our reconnaissance, and assume that the soils observed are representative of the subsurface conditions along the route: i.e., the subsurface conditions everywhere are not significantly different than those observed. Only limited explorations were ' conducted during this'study; however, given the observed condition of the site, it is our opinion that additional explorations are not warranted, provided we have the opportunity to verify the assummed conditions during construction. If there is a substantial lapse of time between the submission of this report and the start of construction, or if conditions have changed due to construction operations at or near the site, it is recommended that this report ' be reviewed to determine the applicability of the conclusions and recommendations considering the changed conditions and time lapse. We recommend we be retained to review the plans and specifications. We also recommend we be retained to monitor the geotechnical aspects of construction, particularly, the preparation of foundation subgrades and placement of drainage materials. This report was prepared for the exclusive use of the Owner and/or Architect and Engineer in the design of the subject facility. 'It should be made available to prospective contractors and/or the Contractor for information on factual data only. No warranty of subsurface conditions is expressed or implied. 1 I Yeager.doc 4 HONG WEST & ASSOCIATES, INC. April 11, 1995 HWA Project No. 95045 The scope of our work did not include environmental assessments or evaluations 'regarding the presence or absence of wetlands or hazardous or toxic substances: We appreciate the opportunity to be of service. Sincerely, HONG WEST & ASSOCIATES, INc. ►.3 Ralp�N. Boirum, P.E. Vice President Enclosures: Figure 1 Vicinity Map Figure 2 Site Plan Figure 3 Typical Footing Drain Figure 4 Typical Rockery Detail Figure 5 Typical Ecology Block Wall 1 `- Yeagendoc 5 HONG WEST & ASSOCIATES, INc. =A I YEAGER RESIDENCE VICINITY MAP flONGWEST 18504 DMON S,OLYMPIC VWA DRIVE ' &ASSOCIATE S.INC. PROJECT NO.:95045 FIGURE: 1 C:\JOBS\95045\95045003.OWG �o o _ O ,py 9 • 8ca — O� @ 01 69 ,p0 ? 6 y \� f ' vt 69 w rn ti o 3 66 6g O I •\vj u) �1 1 y I 9 �� 9y' 21 �' „p� a —EX. CYCLONE rtNc -f- O 23 2 �y � '1 1� o N �' 0 co LA L"�92 Z"3 ,/ °h ISTING AS HALTI 9�0 CRETE PAVPvIENtT x.�9'' 405 ,yV 17 5110 ' r / A s� c`/ y I� COS COO S � �• � � �° ham' �,g� / ,y2• 9 P �99• 98 ,} ROPOSED / 4,�' �� I • s ey y2�, 156 / 100 o yo h�j DECK �,� °� / �oJ f, z0 �, L /\ . M H 162, + �TOP _ 154.70POPo,,P PROP, INV — 141.46-8'N. PARA ti ,p4�o l� �G•E % , �l .} ,50• Q�G' �t,52 y9 PROPOSED e SE lbH011 � �� • I o �S o ,. �� .yp � , , '. �o9s N W DEN a �aPQ�� 2 I � 2 I 233 S � S SH 9 y Grp r0 \ 2lb 2y fl>R 69 EXISTING STORM AND/OR SANITARY SEWER EASE EN 3 , p, , �lb ' (A.F. NO. 1964445) °a,� p9 O,' IL226� y�99 4�. LJ EXISTING ROCKERY CP EXISTING BRICK WALK AND STAIRS 5ET 2"•2"WURE WOOD 2 a STAKE W ITACK ON LINE. ��y' \ �" ,$PROPOSED _ I a3 / EXISTING STORM AND/OR SANITARY SEWER EASEMENT n� ti (A.F. N0. 1964445) ' N FOUND EX. IRON PIN P N W rru CAP NO'V 13046 � rn I o io zo ao YEAGER RESIDENCE SITE PLAN scaLEi i•=zo' fl0N(jWEST 18504 EDMONDS, WOLYMPIC A DRIVE REFERENCE: Base map provided by " LOVELL SAUERLAND & ASSOCIATES, INC.". dated 9-10-93. &ASS 0 C I AT E S,1 N C. _ PROJECT NO.: 95045 FIGURE: 2 C. JWS 95045 95045002.DWG PAVEMENT OR 8" IMPERVIOUS SOIL SLOPED TO DRAIN AWAY FROM STRUCTURE 00, GRANULAR O :o BACKFlLL (See note 1) 0 \ c>,1�:4 MATERIAL S Drainage Sand & Grovel with the Following Secifications: Sieve Size % Passing py Weight 1-1/2" 100 3/4" 90 to 100 1 /4" 75 to 100 No. 8 65 to 92 No. 30 20 to 65 No. 50 5 to 20 No. 100 0 to 2 (by wet sieving) (non —plastic) SUBDRAIN PIPE 4" minimum diameter perforated or slotted plastic pipe; tight joints; sloped to drain (6"/100' min. slope); provide clean —outs. Slotted pipe to have 1 /8" maximum width slots. BASEMENT OR RETAINING WALL WASHED 3/8" TO NO. 8 SIEVE SIZE GRAVEL OR DRAINAGE SAND AND GRAVEL DAMP PROOFING VAPOR BARRIER N 1. Wall backfill should consist of well — graded granular soil with no more that 5% (by weight based on the minus 3/4— inch portion passing the No. 200 sieve (by wet sieving), with no plastic fines. 2. Backfill behing the wall should be compacted with hand —operated equipment. Heavy equipment should not be used as such equipment operated near the wall could increase lateral earth pressures and possibly damage the wall. 3. Backfill should be placed in layers not exceeding 6" loose thickness, and should be densely compacted. 'Beneath paved areas, compact to at least 95% of the Modified proctor maximum dry density (ASTM: D1557-70, Method C or D), otherwise compact to 92% compaction 4. Drainage grovel beneath floor slab should be hydraulically connected to a drainage system. Use of 1" dia. weep holes located at the downslope side of the structure is one method. ' = YEAGER RESIDENCE TYPICAL WALL DRAIN' 'HONGWEST 18504 OLYMPI VIEW DRIVE AND BACKFILL ' &ASSOCIATES►ING EDMONDS, WA.PROJECT NO.:95045 FIGURE: 3 *Q \JOBS\95045\95045=.DWG LEGEND: MINIMUM WEIGHT OF ROCK PORTION OF WALL BELOW 6 ft.. 2400 Ib. (6-MAN) ROCK PORTION OF WALL ABOVE 6 ft., 1600 Ib. (4-MAN) ROCK MAXIMUM SLOPE STABLE EXCAVATION SLOPE IN - DENSE SOIL (CONTRACTOR'S RESPONSIBILITY) DITCH, SLOPED TO DRAIN H=8' MAX COMPACT IN 6" LIFTS WITH MINIMUM OF 4 PASSES BY HAND -OPERATED TAMPER. COMPACT TO AT LEAST 92% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). BACKFILL SHOULD BE PLACED AND COMPACTED AS ROCKS ARE PLACED. 12" MIN 4" DIAMETER PERFORATED PLASTIC PIPE ALL LOOSE SOIL AT ROCKERY FOUNDATION SHOULD BE-/ OVEREXCAVATED AND.REPLACED WITH COMPACTED BACKFILL AS DESCRIBED ABOVE. THE EXCAVATION SHALL BE KEPT FREE OF WATER. THE PREPARED ROCKERY FOUNDATION SHOULD BE EVALUATED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF ROCK. NOT TO SCALE , [FOR ILLUSTRATION ONLY; NOT INTENDED FOR CONSTRUCTION] ® IMPERVIOUS SURFACE LAYER: 8' To 12' COMPACTED SOIL °n °o BACKFILL: 0 0%WGRAVEI,LE S THAN 5%ED, SAND DGAEL OR CRUSHED ROCK, 2* MAXIMUM FINESV ( SIZE, 40 PASSING #200 SIEVE). FINES SHALL BE NON -PLASTIC. QUARRY SPALLS: PLACED SUCH THAT OPENINGS BETWEEN ROCKS ARE FILLED. PEA GRAVEL: WASHED 31T PEA GRAVEL (6" .COVER AROUND PIPE), SLOPED TO DRAIN AND CONNECTED BY 71GHTUNE TO STORM DRAIN OUTFALL PROVIDE GEOTEXTILE ENVELOPE AROUND PEA GRAVEL CLEANOUTS SHOULD BE PROVIDED. 1�; YEAGER RESIDENCE TYPICAL ROCKERY DETAIL OLYMPIC VW iiONGWEST 18504 DMONDS, WA. DRIVE 8: AS S 0 C i AT E S, INC. PROJECT NO.: 95045 FIGURE: 4 C: \J08S\95W\9W45006.DWG 3 MAXIMUM SLOPE STABLE EXCAVATION SLOPE IN - DENSE SOIL (CONTRACTOR'S RESPONSIBILITY) COMPACT IN 6" LIFTS WITH MINIMUM OF- 4 PASSES BY HAND -OPERATED TAMPER. COMPACT TO AT LEAST 92% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). BACKFILL SHOULD BE PLACED AND COMPACTED AS BLOCKS ARE PLACED. . DITCH, SLOPED TO DRAIN ECOLOGY BLOCKS (2.5'x2.5'x5') 4 BLOCKS MAXIMUM HEIGHT 4" DIAMETER PERFORATED PLASTIC PIPE J ALL LOOSE SOIL AT BLOCK FOUNDATION SHOULD BE OVEREXCAVATED AND REPLACED WITH COMPACTED BACKFILL AS DESCRIBED ABOVE. THE EXCAVATION SHALL BE KEPT FREE OF WATER. THE PREPARED ROCKERY FOUNDATION SHOULD BE EVALUATED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF BLOCKS. LEGEND: 1 4 12" MIN NOT TO SCALE [FOR ILLUSTRATION ONLY; NOT INTENDED FOR CONSTRUCTION] ® IMPERVIOUS SURFACE LAYER: 8" To 12" COMPACTED SOIL. pa BACKFILL: CLEAN, WELL -GRADED, SAND AND GRAVEL OR CRUSHED ROCK, t MAXIMUM SIZE, 40 vo D% TO 60% GRAVEL, LESS THAN 5% FINES (PASSING #200 SIEVE). FINES SHALL BE NON -PLASTIC. PEA GRAVEL: WASHED 3/fr PEA GRAVEL (6" COVER AROUND PIPE), SLOPED TO DRAIN AND CONNECTED BY TIGHTLINE TO STORM DRAIN OUTFALL. PROVIDE GEOTEXTILE ENVELOPE AROUND PEA GRAVEL CLEANOUTS SHOULD BE PROVIDED. YEAGER RESIDENCE TYPICAL ECOLOGY 18504 OLYMPIC VIEW DRIVE BLOCK WALL flONGWEST EDMONDS, WA. &ASSOCIATES, INC. PROJECT NO.:95045 FIGURE: 5 C: JOBS 95M 95045005.DWG 111QN „ opk James C. Walker, P.E. Assistant City Engineer City of Edmonds Community Services Department Engineering Division 250 - 5th Ave. N. Edmonds, Wa. 98020 Dear Mr. Walker, January 31,1995 App'ra%/eJ FEB U .61995 rl Ot 10 p� exceea( 20 0 9"'� e.1 Re: Request for driveway slope waiver Yeager Residence Plan check no. 95-11 On Monday, January 30th, I submitted the contract documents for a new single family residence to the City of Edmonds for a building permit. During the process I was advised by Ms. Nolan that I would need a waiver for the slope of the driveway since the design exceeds the maximum of 14% recommended by the City, and that I should write a letter requesting a waiver and address it to your attention. This is that letter. An existing house now occupies the site and it will be demolished to make way for a new residence. The existing house does not have a garage, and access is gained by following ,:a steep unpaved path down a series of switchbacks with a few steps here and there. The pathway is difficult and dangerous enough. for a physically capable person, but Mrs. Yeager is both a senior citizen and blind. It is not logical for the Yeagers to build a new residence on this site and expect Mrs. Yeager to make her way down the steep hillside in weather either fair or foul. It is much too dangerous for the elderly and blind. Also with crime being the factor it is in our society today, and with the expectation it can only get worse, the Yeagers want the security of entering a garage prior to disembarking from their automobile. During the process of developing this project I had the occasion to discuss the driveway slope with Mr. Chrisman. He told me the recommended slope should not exceed 14% but with a waiver the slope could be up to but not exceed 20%. I spent a considerable amount of time investigating schemes with the intent of having the least possible driveway slope, but when all factors are considered including maximum possible footprint area due to slope of the site, the height necessary to generate enough floor area to make the project financially feasible, and the average grades used in the 25 foot height restriction calculations, it became clear the only solution was a driveway slope of exactly 20%. To aid in the accurate design of the driveway Mr. Yeager hired a professional surveyor to accurately determine the existing grades on the site. A copy of that survey is included in the documents submitted to the city for the building permit. A copy of the Site Plan for the project is included with this letter for your information. Please notice the that both the existing grades and the finished grades along the driveway are accurately shown. Also notice the note that no portion 2f the driveway may exceed a slope of 20%. A contract with the contractor responsible for the driveway construction will be made prior to the beginning of the work requiring that no portion of the driveway can exceed 20%. It will be his responsibility to do whatever is necessary to be certain the 20% slope is not exceeded. If you have questions concerning thus project please contact me by telephone at 1-360-377-2066. Very truly yours, a Ace�CainiArchitect �. N EXCISE TAX REQUIRED V7:V,00P:V 0 2 G 1994 GRANT OF EASEMENT & JA KIRKE SIEVEIS, Ssoho ii (0MM'y JNJFCf ROPERTY AGREEMENT 1 w" r THIS+ ��E4 , a Edmonds, d -executed and entered into at Edmonds, Snohomish County, State of Washington this Z-3 day of July, 1994, by and between James A. Smith and Myrtle Anne Smith, husband and wife, and Walter M. Yeager and Barbara A. Yeager, husband and wife, hereinafter respectively referred to as "Smith" and "Yeager", W I T N E S E T H: WHEREAS, Smith is the owner of residential real estate, Parcel 2 on the engineering drawing,attached and incorporated as Exhibit A and parties Yeager are owners of the adjoining tract immediately % to the south, sharing a common boundary, identified as Parcel 1 on Exhibit A attached, and WHEREAS, Yeager is desirous of obtaining a building permit from the City of Edmonds to construct a new residence and incidental thereto requires access and use of a storm drainage system currently located -on, within and under Parcel 2 owned by Smith, and WHEREAS, Smith is willing to grant a perpetual easement to Yeager for use and access to such drainage system to facilitate the grant of a building permit and the construction of a new residence on Parcel 1, and WHEREAS, in consideration of such grant of easement, Yeager is willing to jointly maintain the easement. area to be defined below, and to remove, maintain and/or trim native deciduous trees located on the Yeager property, Parcel 1 as more particularly identified in topographic survey dated January 6, 1994, attached - 1 - V01..2960PHF26 9 as Exhibit B and incorporated by this reference, NOW, THEREFORE, in consideration of the parties' mutual promises and undertakings, they agree as follows: 1. For a good and valuable consideration receipt of which is hereby acknowledged in the form of this executed agreement, Smiths do grant to Yeager an easement for use and access to an existing six-inch diameter stormwater system presently in place and use on Parcel 2 legally described as follows: an area seven feet in width north of the south boundary line of parcel 2 measured from the adjusted lot line between Parcels 1 and 2 established by quit claim deed recorded under Number 8202010131 as confirmed by agreement recorded under Number 8202010133 and by lot line adjustment recorded under Number 9404180612, and running in an east west direction 40 feet from the western boundary of said Parcel 2. (a) The purpose of the easement shall be to provide lot 1 with access and use town existing storm drainage system located within the easement area sufficient for construction of a new residence on Parcel 1. (b), The easement shall extend to the surface and beneath the surface within the easement area and shall permit grantee to go onto and into the easement for the purpose of constructing and. maintaining a connection to the existing drainage system to service a residence to be constructed on Parcel 1 and to do all things necessary and incidental to accomplish the purpose for grant of this easement. (c) Upon completion of the installation and hook-up, the surface of the ground within the easement area shall be restored to its prior condition. Grantee shall also have access to the easement area for purpose of repair and maintenance. (d) :Thereafter the parties shall be jointly and equally responsible for maintenance of the easement area, and the drainage system located therein. -2- 3. Upon issuance of building' permit for the construction of a new residence on Parcel 1 at the instance and application of Yeager, Yeager will, at their sole expense, trim or remove natural deciduous trees. located on Parcel 'I specifically identified by reference to the topographic survey, Exhibit B attached as follows: Remove Maple Tree Number 6 Remove Maple Tree Number 32; Remove Alder Number 24- Remove Dogwood Number 16;i 20 feet Maple Tree Number 36 will be topped at 20. 4. Upon advance of that portion of the property inclusive of Maple 10 per Exhibit B, Yeager will, at their expense top the Maple clump in such as manneras to not impede the water view.from the existing residence located on Parcel 2. "SMITH" By: ,Kyrtle Anne Smith "YEAGER" By : w C,-0%t-tom in o i Walter M. Yeager. By: rbara A. Ye r -3- �9 VO1..2960PAGE2691 �r�t:��"s`�'=;�+S;4s�,�..,xo.�rr�r"u�a,�.rr�S+�-urwvi.��.�I�i^a��:'�,:5+rv�'''•�ti�.�.ySi.�i+�$�.'��,°�I�a. �'.�l*a�we�;lt*��,i�+�=,er��`1�•a v CITY OF EDMONDS SIDE SEWER PERMIT. ,890 19�0 - - PERMIT Na•.• 8761 1 Address of Construction: 5� C � �%%��C- (�A&U Property Legal Description (Include all easements): APO - -1996 Owner and/or Contractor: State License No. E'" ,-7< oL -K b 71t67' Building Permit No. Jq Single Family Invasion into City Right -of -Way. No ❑ Yes /❑ Multi -Family (No. of Units .) RW Construction Permit No. ❑ Commercial Cross other Private PropertX.No ❑ Yes ❑ Public.. Attach legal description and copy of recorded easement L'AJ a .A.. rry\ - I certify that I have read and shall comply w all as indicated on the back of the Permit Card. uirements * CALL DIAL -A -DIG (1-800-424-5555).BEFORE ANY EXCAVATION OFFICE USE ONLY * FOR INSPECTION CALL 771-MM, PUBLIC WORKS DEPT. Permit Fee: Issued By Trunk Charge: G Date Issued: Assessment Fee: // C" Receipt No.. - Lid No.: - Partial inspection: Date -Initial - Comments Reason Rejected: Date Initial iA. Final Inspection Approved- DateZ�-_5�Initi ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector - Buff Copy: Applicant -. Revised 3190 A�.;. V 12, 0 --i t7i -7J rs K�p z 0 0 z un LPT CL CD Cl) CD :e CD cc .j `ffttf FOR WATER APE WINS is • .� is ^'1 For a valuable consideration, receipt of wtich,is hereby acknowledged, A. the Grantor Gilbert T. Bowen and ::ar6arct J: Bowen. his wife, hereby. grant and convey to the Grantee, Raymond C. Nicholson and Helen I. Nicholson, his wife, Us eucceaeor!!•and asalEns, thi right, privile6e and authority to construct and Lnstall a water ripe line across the. followinE land, located in Snohomish County, state of 'Washington, to-wltt Lot fifteen (15). Block B; together with vacated Sound View Plsee_ � adjacent thereto; sad the 1:ortheaetorly 30.CG feet of lot sixteen (16), Block B, Ed-onda Sesview Tracts accordirW to plat thereof recorded in volume 3 of plats, p^ge 76, recor:s of'.9nohoxish i County, Wash. Said water p.L;e line shall be connected to water ealn of the eft; of ECSonev. 'lash..; --where it rune alonE Olimpie View Drive anal shall cross the land of Grantoi`as=eecribed above, as followst Starting at the Northeast corner of said land. aster pipe shall ran psrellel to North � boundary of lard to Northwest corner of sail land. It shall not be =ore than five feet froe said ::orth boundary line. It shall be buried �. approximately 18 inches below surface of 6rovnd. :raatcr gives yer.- Cmission to Grantee to excayste suitable trench -in ground for-urroze of I-. E: iaatsll'_n6 water ;Ipc Wad Gr%%ntee aEreea to refill trench and to lesve pr:alsee, shrubs. etc. Lu Eeod order. The eovenoate herein contained s*all run alth the and and are binding upon s?1 subsequent owners thereof. r STA= OF WJS:?IN;.TCN. County of Saohociehr On this day personally a;pesred before me Gilbert T. Bowen and MarEaret J1 Bowen, his wife, to me known to be the individuals described In and who executed the within anal foreEoine Instrument and acknowledged thst they s16ned the acme as their free.and voluntary act and doed for the urea and ;ur;oees the-eia mentioned. GIVEN under ny ha.d end official seal thisday of December. •rj. teary Public In tL fo'r_Ahe State f Waahinton, reaidlte st .. .•. '•�� %•'1• •p iFaahLa6ton. ` NO SALES TAX �"�' - Z REQUIRED JM1007 b. CPKVL MOM • • ems: � ►��g . \\\\1\f11111f11,,•• P SNO/I • y h'�MGTON Ss 1 nob Tuil?ioar, Snohott:is or:h County Auditor, io horeby c4rtit± tlrat the foreyyoinr instrument is F true and COrreGt copy of the document no%v on isle or recorded In my office• hand nlday (tries whereo , 1 he unto sat 'my this --�' Auditor gp TERWILLIG R Co r O Doputy c �a°'�.. ::yy."'•: r.:+•Y.'�. �. .'n..;a �.i anY c - Ti' fi'' ,ii: "� ffi 'Y;.. - 'sY ,o.�,.y. +f • raw a Y,: 'rr'i"' ^�'��,�'asYe9v...t �...t-s J'."F" _,�: Shy?-5 ;�•.,'r,�... ,,. y..yN�,jp•'�9"i` i-r, r!•.•J`-•rrir"�...'•i'. '`.•n '�-� r-a. �.. �'. 890 - 19C)- r ...City of Edmonds . RIGHT-OF-WAY CONSTRUCTION PERMIT Permit Number, .v Issue Date: 4^7 ' 42. 91 A. Address or Vicinity of Construction: 18504 Olympic View Dr (9602339 ) B. Type of Work (be specific): Instal 1 1 114 PE IP Main from 18' W to 301.W c/1 Olympic view Dr & 920+ - N c/1 Wharf -St C. Contractor: Washington Natural Gas Contact: Maria>sme Kingsbuiy Mailing Address: 1122 7 r St SW Ev®rett Phone 3e56-7500 X7596 State License fi: 98203 Liability Insurance: Bond: $ D. Building Permit # (if applicable): Side Surer Permit # (if applicable): E. ❑ Commercial ❑Subdivision ❑ City Project ® Utility (PUD, GTE, WNG, CABLE, WATER) ' ❑ Multi -Family ❑ Single Family ❑ Other f INSPECTOR:. INSPECTOR: F. Pavement or Concrete Cut :.� ❑ Yes 014o G.'� Size of Cut: x H. Charge $ :x APPLICANT TO READ A SIGN INDEMNITY: Applicant understands and by his signature to this application, agrees to _ the City of Edmonds harmless from injuries, damages, or r claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds, Jr' any,of it;�departments or employees, including or not limited to the defense of any legal proceedings including defense coats, and attorney fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR -A`PERIOD OF ONE YEAR FOCLbWI1VG THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. " Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Division, 771-0220. Work and material is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. I have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all times fpp4nspection purposes. •� 11-97-9 Signature: Date: 5 (Contractor or Agent) CALL DIAL -A -DIG PRIOR TO BEGINNING WORK FOR .CITY USE ONLY APPROVED BY: 6.J�+� RIGHT OF WAY DEPOSIT TIME AUTHORIZED: VOID AFTER N All DAYS SPECIAL CONDITIONS: Tr'u ��' j°��^ r�'•� a�� COMMENTS: DISRUPTION FEE/FUND 111: RESTORATION FEE: PERMIT FEE: �� - O 0 TOTAL FEE: RECEIPT FEE: DATE: ISSUED BY: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Eng. Div. 1994 FIELD INSPECTION NOTES Comments: Diag,ram CONTRACTOR CALLED FOR INSPECTION Partial Work Inspection by P.W.: Work Disapproved By: FINAL APPROVAL BY: (Fund 111 - Route copy to Street Dept.) ❑ YES ❑ NO Date: Date: None: Tim City of Edmonds r t tJ 1 /4d PE FP t�M. C.c ► �. P Facf� 11 fCall all locate all -555udgds. .24._Aojus beforegd =ft. . ....._.... _._ . .. - ....:' Ivt�ti It�j ;> 2) Survw bM regLdred 3) Msintaln s_minirrrtinl 0 IV :. -.. :r. Q dcAl deWW" fMM andtV :.- ' _ ► 8 �..� utl9dp- appurtanantas. .: ___ : PIF,t� LOG _ _ _. __ _ _-_- ._ ._ _ _ .. •. _ _. ._. .. _ .. _. ._. 4) Cuts In pavbV we dkown as 0 '• c 5) _ cuts In pavft antidpeted; . __.. _..-.. ... - -.. _. _ (vl C�•-T sI c =.1Qr{O�o-ti.D -T tsrv�Y ii IST 40 Al og 00 _ T _ _ .. t i r B 3 _ .._ -- - .._ kL• � 9 N ITEM QUANT. DESCRIPTION .STOCK NO. BILL OF MATERIAL PERMITS: ; A.;O�m lawT" 1 /4 SEC: KL4B� -- MO N PLAT: 1 CD.Q ca Q. ROP - t Pf�' f P� _ OP MAP: _ 1 � O �o �. _ 1 V LJG�\�/ C/ / . �YY"'a �r ...rr .lam• � '��f"\Lrrl �T�� _ E. i 8 504 OL_` ,-m -f=nG- V i ` ' DF= •-, JSoi3 -oa 3 39 NO. DESCRIPTION DATE BY APP'D CHK'D: (rJ t ( /2Z /O DRAWING A o REVISIONS �rJ0�3J SCALE: l" = SOS APP: � �- No EXCISE TAX REQUIRED STREET FILE ".cIv.L"D 2 C 1994 J:J:;, 7 G�vRANT OF EASEMENT & ON SIEVERS, Snohomish ((ooungj�ea&pROPERTY AGREEMENT - rs'�� COU TRAY G-4. =may -'--executed and entered into at Edmonds,' Snohomish County, State of Washington this Z 3 day of July, 1994,. by and between James A. Smith and Myrtle Anne Smith, -husband and wife, and Walter M. Yeager and Barbara A. Yeager_ husband andwife, hereinafter respectively referred to as "Smith" and "Yeager", W I T N 'E S E T H: i WHEREAS, Smith is the owner of residential real estate, Parcel 2 on the engineering drawing attached and incorporated as Exhibit =r�li A and parties Yeager are owners of the adjoining tract immediately % to the south, sharing a common boundary, y, identified as Parcel 1 on Exhibit A attached, and WHEREAS, Yeager is desirous of obtaining a building permit from the City of Edmonds to construct, a new residence and incidental thereto requires access and use of a storm drainage system currently located.on, within and under Parcel 2 owned by Smith,. and WHEREAS, Smith is willing to grant a perpetual easement to Yeager for use and access to such drainage system to facilitate the grant of a building permit and the construction of a new residence on Parcel 1, and WHEREAS, in consideration of such grant of easement, Yeager is willing to jointly maintain the easement area to be defined below, and to remove, maintain and/or trim native deciduous trees located on the Yeager property, Parcel 1 as more particularly identified in topographic survey dated January 6, 1994, attached -1- V01. 2960pAu26 Sq e as Exhibit B and incorporated by this reference, NOW, THEREFORE, in consideration of the parties' mutual promises and undertakings, they agree as follows: 1. For a good and valuable consideration receipt of which is hereby acknowledged in the form of this executed agreement, Smiths do grant to Yeager an easement for use and access to an existing six-inch diameter stormwater system presently in place and use on Parcel 2 legally described as follows: an area seven feet in width north of the south boundary line of parcel 2 measured from the adjusted lot line between Parcels 1 and 2 established by quit claim deed recorded under Number 8202010131 as confirmed by agreement recorded under Number 8202010133 and by lot line adjustment recorded under Number 9404180612, and running in an east west direction 40 feet from the western boundary of said Parcel 2. (a) The purpose of the easement shall be to provide lot 1 with access and use to an existing -storm drainage system located within the easement area sufficient for construction of a new residence on Parcel 1. (b). The easement shall extend to the surface and beneath the surface within the easement area and shall permit grantee to go onto and into the easement for the purpose of constructing and maintaining a connection to the existing drainage system to service a residence to be constructed on Parcel 1 and to do all things necessary and incidental to accomplish the purpose for grant of this easement. (c) Upon completion of the installation and hook-up, the surface of the ground within the easement area shall be restored to its prior condition. Grantee shall also have access to the easement area for purpose of repair and maintenance. (d) Thereafter the parties shall be jointly and equally responsible for maintenance of the easement area, and the drainage system located therein. -2- vot.. 29C) 0 PAGE2600 3. Upon issuance of building permit for the construction of a new residence on Parcel 1 at the instance and application of Yeager, Yeager will, at their sole expense, trim or remove natural deciduous trees located on Parcel-1 specifically identified by reference to the topographic survey, Exhibit B attached as follows: Remove Maple Tree Number 6; Remove Maple Tree Number 32; Remove Alder Number 24; Remove Dogwood Number 16;� 20 feet Maple Tree Number 36 will be topped at 20. 4. Upon advance of that portion of the property inclusive of Maple 10 per Exhibit B, Yeager will, at their expense top the Maple clump in such as manner as to not impede the water view from the existing residence located on Parcel 2. "SMITH" By: ,Myrtle Anne Smith "YEAGER" "yn Walter M. Yeager By: rbara A. Ye r -3- �� . von. 29C)©PAOE2691 VA ; ; UI- LfLAll.' lei IRON PIPE 104 CAS6 ^^ t CENTERLINE OFOLYMPIC VIEW (4.3-q3 W DRIVE FER PLATOF SEANURST ) (VOL.q,mg0) Q8 EQUIPMENT! LIM SETd ELECTRONIC Ja 11I 1 TOTAL STATION. A; METHOD I FIELD SURVEY' 2 ACCURACY, CONFORMS TO TACK' LEAD WAC 332- 130-040 PLu4 1N CASE 11++ O MONUMENTS VISITED: AS NOTED (4.3-g3) 90 I Q) / \s '1 W I ' W 950.g5• yky fsa.00 I o ° 12,40 �j '1 f•/7S 45.00"Wsst7E�C• 1 q Z Zt ' •`t �t't3'._ N75 49 44-IMM) ,�/ fG• O iY (•t3• ... a1.Bv l9 i 19.02•v7EOC. it I8.0q.(M) ) / 1fo,�i84�lNEw) ,a7.1°5. c Ex. sE�ce l oW'0 •, �^ Zo \ -/ LINE rAZ ZB, i? °' r , 'V62•Ij• .— p IOT 7a.5r ,pAsroF Ilj W c 1, J. .. ..•is' 7r ."C ? ' Nr,,Z•1337. 4 '-4z' O - LINE :.O rit I D . -A c� I Y � g5.00 a i'i E .It M �,10 , I j 99, Lary 13IL �ti 1 �, °ate• �/ ` �:� . ,.�� n/� — I. a ` erg q O 1110Q (7 y >` L/ 1 `�• Y' O 4 N'i rF �, .. CC y I �a o L o Lj � (14446' •, G. 'q C LEGEW �8 o C, (M) • MEASURED (P) • PLAT • • SET IRON PIN WITI.1 CAP 20• / . NOD ►2oss/zt9Eo9 t= R v WAS&�^ PRELIMINARY Cat \ rRFFT BOUNDARY LINE ADJUSTMENT C=) 7 weaC. MASSS vu� ;� F O R ' AL LA2ro 4 IN CASE. i (4•to-q3) ti:5 tY S Exvu I I 1 Y • 9 / 9 9 WALTER YEAGER r H plS �° j IN NE I/4,SEC.13,T.27N.,R.3E.,W.M. `, •�'V 0 CITY OF EDMONDS SNOHOMISH COUNTY WASHINGTON YL"PLUGGE IRON PIPE INCASE .. •. �; •• a ' Lovell-Sauedand r!< Associates, Inc. Vvtft"n/fmnTon//lm mn/Nv$lopm*nt Conzwlm•U •i IBIro+oo arla Awnl» w-swl. aoo • Lynnvoo6 WA 06Q76.1106)77SIS01.1I06)Sa0Ow A ou+nl wcam wn /a I-t" tots J Y� 1 � '� MM JTT 12.13 93 345 1" • 50' 3121 [•p�e� a �ualeea"►a t "tE o t Q t a i F .•.................r. Al STREET James C. Walker, P.E. Assistant City Engineer City of Edmonds Community Services Department Engineering Division 250 - 5th Ave. N. Edmonds, Wa. 98020 Dear Mr. Walker, ? 9 1� ' ENGrrti'..- �' .- .'.. January 31, 1995 vQJ BUtLQi�� FEB 0 6 1995 rl 0 �/ exceed 20 0 Re: Request for driveway slope waiver Yeager Residence Plan check no. 95-11 On Monday, January 30th, I submitted the contract documents for a new single family residence to the City of Edmonds for a building permit. During the process I was advised by Ms. Nolan that I would need a waiver for the slope of the driveway since the design exceeds the maximum of 14% recommended by the City, and that I should write a letter requesting a waiver and address it to your attention. This is that letter. An existing house now occupies the site and it will be demolished to make way for a new residence. The existing house does not have a garage, and access is gained by following .a steep unpaved path down a series of switchbacks with a few steps here and there.. The pathway is difficult and dangerous enough for a physically capable person, but Mrs. Yeager is both a senior citizen and blind. It is not logical for the Yeagers to build a new residence on this site and expect Mrs. Yeager to make her way down the steep hillside in weather either fair or foul. It is much too dangerous for the elderly and blind. Also with crime being the factor it is in our society today, and with the expectation it can only get worse, the Yeagers want the security of entering a garage prior to disembarking from their automobile. During the process of developing this project I had the occasion to discuss the driveway slope with Mr. Chrisman. He told me the recommended slope should not exceed 14% but with a waiver the slope could be up to but not exceed 20%. I spent a considerable amount of time investigating schemes with the intent of having the least possible driveway slope, but when all factors are considered including maximum possible footprint area due to slope of the site, the height necessary to generate enough floor area to make the project financially feasible, and the average grades used in the 25 foot height restriction calculations, it became clear the only solution was a driveway slope of exactly 20%. To aid in the accurate design of the driveway Mr. Yeager hired a professional surveyor to accurately determine the existing grades on the site. A copy of that survey is included in the documents submitted to the city for the building permit. A copy of the Site Plan for the project is included with this letter for your information. Please notice the that both q� l* des and the finished grades along the driveway ar t 1 n. Also notice the note that no portion 2f the driveway may exceed a slope of 20%. A contract with the contractor responsible for the driveway construction will be made prior to the beginning of the work requiring that no portion of the driveway can exceed 20%. It will be his responsibility to do whatever is necessary to be certain the 20% slope is not exceeded. If you have questions concerning thus project please contact me by telephone at 1-360-377-2066. Very truly yours, a ce Cain, Arch�tect 1 j CITY OF EDMONDS PLANNING/BUILDING DIVISION CONDITIONS OF APPROVAL FOR BUILDING PERMIT Property Address: 18504 Olympic View Drive, Edmonds, Washington Property Owner: Walter Yeager Pursuant to ECDC 18.45.50H and Certified Arborist recommendations for protection of existing trees on site during construction, the following are conditions of approval must be followed during all phases of construction: L. Erect and maintain a temporary chain link construction fence or barrier made of wood to protect the root zone of the existing trees to remain, as recommended by (� the Certified Arborist, Dave Wilson (see letter dated April 17, 1995). In addition, provide supervision whenever equipment or trucks are moving near trees. 2. There shall be no filling, excavation, stacking or storage of equipment, or compaction of the earth in any way that impacts the inner 2/3 of the viable root zone area of any existing tree to. be retained. 3. If the grade level adjoining a retaining tree is to be raised or lowered, a dry rock wall or rock well shall be constructed around the tree. The wall or well may not intrude into a tree's root zone more than 2/3 of that root zone. 4. No ground level impervious surface material shall be installed within the inner 2/3 of the viable root zone area. 5. The grade level around any tree to be retained may be lowered within the inner 2/3 of the viable root zone area. � 0 NN'� 21 f ITY Cop el rJ E` 2� Through years of rese,Arch it has been fot.nid that a tree can remain heal tl ov and rel at_i vel % ursaf fected when as much as 1/3 of its' root zone (which extends •Far - beyond the dri pl i ne) is i moacted or removed -- sneci •fir_ information available on request. Upon i nsuect i on of the trees to remain on vour property I have -found there has been little disruption of the root: zones. Any tree that may be partially impacted t hrouah the dripline area will. therefore, retain much rirore than 2/3 of the root zone �-As .l ona as tine rc_+r�i protection measures set forth by H:( U1(: 10.4 .(1 01-1 are fol 1 owed. I would matte one change concprriincr ECDC 113. 45. 0501-1 #2 Instead of a rooe barrier For root. z ol•le pr-c-Aecl_ion I would suggest construction fenuinq, chain -link. fencing. or a barrier- made of wood. You should a1Go matte sure that the Site Foreman inform every worker on the site that these barriers area nat to be cr assed . Lastly, I would. suclgest that. the 3 --- IC)" maples ("V" on the Tree Cuttina Flan) he r runes ussina the same "drop -crotch" method a=_ stmjgestpd far- the 36" maole in paragr-aoh #2 of this'r ector-I:. Dave Wilson, Certified Ar t.rru' i st . �,�pS10Nq� so 4 Q9eoRlcu��'Q W�3 PLAN), K6E Z 0 , Qw- APPROVP ,'CITY:COP-Yj � V, F%ErCF.IVF.D APR 2 8 1995 pLANNING DEPT. GAVE W I L.SON CERTIFIED AR[ '.)F S1 DATE APR I E_ 17. 1775 TO WALTER YEAGER RE TREE PROTECT I ON/Cl.I f F ING PLAN REVISIONS Mr-. Yeaqer. . I will herein address t.lie sciec:.i. f i c_ tree i ssc.le= that. are of concern to the Ci tv of Edmonds' Pl. ann:i r)c3 Division. as stated i.ri their- f''1;irl Clef?(. .. (_:c.rrr Fc::t 7 nli-,. Item # (:Questions the renruval of the 76" iii:_ii-I l e and 16" doowood on the nor-tti property line. Firstly, the 3.6" maple is to remain. alt:houah "toopinq" of this tree is 1)lanned. Hiner? "tcar pirica" cif trees is not an Arbor icul L'c_rral l v sound ot- acti c:e I would recommend that.: yoc.r Corsi. der crown reduction (or "drop -crotch") prUnirla for this tree. Information on this pruning technigUP is available on regr..test. Secondly, as stated c:in pa(pt-, of the original Tret:-� (AA) Cutting Plan, the 16" dogwood is dead and should be removed. Item #3A: Issue resolved. l� Item #3B: Issue resolved although this is not a willow 'i tree, but rather a dr_.r_cb1P-�,t.emmFad birch. The following addresses issues brought forth Iry 18. 45. 050H. In paragraph ? of ECDC it is stated that. "Where the dripline of a t-ree overlaps a construction line....". I tat::e that to mean that the Citv is aware that in some cases the partial intrusion of a dr i o 1 i ne may be unavoidable, as is the case on your heavi. 1 v -.. treed lot. ,CITY CCU. s I .� PERMIT APPLICATION REQUIREMENTS To: Applicant From: Lyle Chrisman, Engineering Inspector Owner. gC—A'L( &%- Plan Check No: q'Si' I I Address: t "lyk oy D Date: 14 MAA- ndr ' ------------ After review of the subject permit application, the following requirements must be met: 1. Construction hours are: WEEKDAYS — 7:00 A.M.-10:00 P.M.WEEKENDS/HOLIDAYS —10:00 A.M.-6:00 P.M. 2. A separate RIGHT-OF-WAY CONSTRUCTION PERMIT is required for all work on public property. (ECDC 18.60) 3. Truck haul route plan must be submitted and approved prior to permit issuance. 4. Builder/owner is responsible for containing all temporary runoff and erosion control on site. (ECDC 1830.030d) 5. NO WORK SHALL BE DONE WITHIN 15 FEET OF STREAMS OR 10 FEET FROM ANY CLOSED DRAINAGE FACILITY. BUILDERIOWNER IS RESPONSIBLE FOR IDENTIFYING CONDITIONS ON THE DRAWING. (ECDC 1830.50G) 6. FILTER FABRIC FENCE SHALL BE INSTALLED AND INSPECTED PRIOR TO CLEARING AND CONSTRUCTION. (ECDC 1830) 7. INSPECTIONS ARE REQUIRED ON STORM DRAINAGE SYSTEMS, TIGHTLINES AND CATCH BASIN INSTALLATION. INSPECTIONS ARE REQUIRED PRIOR TO BACKFILLING. (ECDC 1830) 8. Repair or replace all defective existing curb, gutter and sidewalk adjacent to the property. If an intersection is involved, a handicap ramp maybe required. Contractor shall meet with the City Engineering stafito determine the extent of repair prior to issuance of the permit. (ECDC 1&90) 9. Driveway slope shall not exceed 14% without a waiver. Every attempt should be made to keep the slope below 14%. Waiver granted to (ECDC 1&80.060D) 10. Driveways must be paved from property line to City RIGHT-OF-WAY. A separate permit is required. (ECDC 18.80.060C) 11. INSPECTIONS ARE REQUIRED ON DRIVEWAYS AND SIDEWALKS PRIOR TO AND AFTER POURING. (ECDC 1&30) 12. No burning of construction refuse without a permit from the Fire Department: 13. Connection to City water system is required. There is a separate charge for the water meter. (ECDC 7.20) 14. A back water valve is required if downstairs plumbing is below the elevation of upstream manhole. (ECDC 7.20) 15. Water and sewer main lines should be separated by 10 feet minimum. (ECDC 1&10) t _ 16. Connection o the City sanitary system is required. A separate permit is required. I LID# 1057 Fees paid: Yes No Charge J� (ECDC 1&10}. 17. Underground wiring is required on all new construction, and for additions, alterations, and repairs that exceed 50% of the total assessed value of the structure. (ECDC 18.90) 18. A FINAL ENGINEERING INSPECTION IS REQUIRED PRIOR TO THE BUILDING DMSION GRANTING OCCUPANCY OF THE BUILDING OR STRUCTURE. (ECDC 18.90) STREE"" -LE 001 PAT C, AIA R Nor 995 COVA 1 r, 6 .9 Ln o Ln L" LAJ LU UA LU 3: x x 4A �A tA 000 0 In 04 C-T U P, ►A L- C. V I L R k� mawS C4 V N N L4 O . TO E;T ORM Zo LU T 0- LL) P' �S F, M N> C-11 ct> PN f Fi 01 4v 1. NJ T S g uj 20989 . ........TONAL ATE . .aAnriec.'[%"" )'.3F•.. �n:.. .:;:a,l :Gw.WM...4.;::� r�. :v..G.�.Y.+Y w. �.5', t -' - �1 i d � �.�.; (,� � �4 �_ �ls. 'n i5;. ..1z..,.. - 'at(• ` ,. , �� i� � „r. C ,. �. � p' .�'G,»sti.k,.c � st�s'itE, 'aa+� x ti -7 goo Mi$I 3 -7 oor� o y) i744.. Ll :D Z VIE L 01"-Y) f-j i`, j' i I ..Io YFy Z. se- N C. ZT y U-Topesz Z.5 Ile J LF, ow-1 f .44 Co 1c) -e-:�Y ...:�ao.uwm+� ..,...� .;:.i.<aw.,aa..s�oo.,: ��n.:.v.au�..-.u.. ......,..awa ..:,... �.. ......s,.�.tali,�..:sna.'3e`i��ti;,.i.�.��Vai_,i��:k,�./�. � '•r. i :; r�•O�&.L'fZdi;'?iirlMflhw4::r��.+�.' p-j , DUN .,r 177 vc vrs�gc ^"i 0 ! , �. o. ;2 �a ivy 2p`1q `� aaI �S.�1 P. A'F� a � ° a •i �y' gy �,.. ff .•--y ,�• ^�'' .. y V-1 I So i PPE t F zz 15� p _ l C, c-b P- ;FT.L- ei...F- L� !� t p As I v Ra_ � 2 ttl 5. FS N e,a to!! - zb* oo� o Vt Ll C). 40Z L4 6Q, ;7 IT Ll Cm Ax Zo, cr�l ce Cos File Number S-94 6 EXHIBIT C LL HOLD HARMLESS AGREEMENT Owner, and all persons having any present or subsequent ownership interest in these lands, and the successors and assigns of owners or other parties having any said interest, hereby agree that the City of Edmonds shall be held harmless in all respects from any and all . claims for damages for injunctive relief which may be occasioned now or in the future to adjacent land or improvements by reason of the construction, operation and maintenance of the drainage system and hereby waive and release the City of Edmonds from any and all claims for damages, excluding damage caused solely by an act or omission of said City and injunctive relief which the owners, or their successors or assigns, may themselves have now or in the future by reason of the construction, maintenance and operation of said drainage system. 94 0418 121 AUTHORIZED FOR RECORDING CITY OF EDMONDS PLAIN ENG� PAGES OF 'vni.2999PAGEi424 CITY OF EDMONDS RECORD OF LOT LINE ADJUSTMENT This is to certify that the properties as shown on the attached map (Exhibit *A*) and described as follows, See Exhibit 013" have been divided under the provisions of the Edmonds Subdivision Ordinance (Sec 20.75) File No. S-94-6 I / we verify that I / we are the legal owner(s) of the property described above. I / we warrant that all representations are true and correct and understand that in the event of any misrepresentation or faflure to comply with the conditions and regulations set forth herein, the City or Edmond's shall have the right to declare that subdivisions void and record a statement to that effect in the rantor-Grantee's x in the office of the Snohornish County Auditor. Signed: ro STATE OF OlVe-9 �r� COUNTY OF-:D "We ss: On this day personally appeared before me James A. Sauth and Myrtle -A. Smith to me known to be the individuals described in and who executed the within and foregoing instrument, and acknowledged that 1" signed the same as 4-1 free and voluntary act and deed, for the ises and purposes therein mentioned. Given under my hand and official seal this day of &nk4j 191111 OFFICIAL SEAL 'S H IRLEY A. HUNDT 0 0 1 TAR PUBLIC�OREGON TA Y MISSION NO. 026419 My COhIMISSION EXPIRES JULY 25, 1997 Signed: STATE OF WASHINGTON) ss: COUNTY OF SNOHOMISH) ILA'L,-a L"du- NrzPuWic in and for the Stateof (a #Xi residing at 6J5,46 V-6 — � 4&d� 6"Id, O�/v Mlb 7 On this day personally appeared before me Walter M, Yea-ger and Barbara A, Yeager to me known to be the individuals descnibSO in and who executed the within and foregoing instrument, and acknowledged that _ _7(—ne,,� signed the same as and voluntary act and deed, for the uses (9d -purposes therein mentioned, Given under my hand and official seal this day of _'�W 19 A 0 KIZEb 1Tl"1rzK,0RD1NG K.ONDS PLANL_Qgf�__ ENG-AO—C' I PAGE - / OF _5' ,vv� Z Notary Public in awor the State of--- Iding at Wash* t �jng o res CZ4� e�n 6z my COMMISSION wil(le$ V6. VOL. 2900phoEI420 ' BASIS OF `ARING F 'LUGGED CENTERLINL, t;OLyMpIC VIEW 0 . PIPE IN CASE------"* DRIVE PER PLATOF SF4WURST (q • 3-q3) a W r` (VOL. q , ma. q0) s y EQUIPMENT: LIETZ SET4 ELECTRON►C a; y TOTAL STATION. NAi 4u METP012 : FIELD SURVEY Q P = .� ACCURACY: CONFORMS TO WAC 33Z- 130-Oq0 TACKLEAD PCUG IN casE / O Q MONUMENTS V ISITE0: A5 NOTED Q _ �p f y) J 1 N gto° t2 40 y�y�� I > /' N �N3 • ui 4 N 32 N 75.45'00" W (OESC.) j apJ H Z z l S1,Ts" n N 75'43'44"W(M) ��- , O '13, f. ' � N j47 15� 3 18.Oq (M) / l-110�934 (NEW) '� •� Ex. FENCE c / 1 7, Z454 (oLv) - --147• O F P N°' i 0 1 " Z• $1 pF 0 Teo W pP Oo , �e3?„w NSQ°aZ o°'E T t ►NE °� �` > � V q��gS•p0' �' �---' � gXls •' 01 118,810 0 17) , �� 'ti do P 5,.33 a • 2 °s O NF /TacKF3 C� its �:' P AUTHORIZED (M) = MEASURED �� FOR RECORDING (P) =PLAT Z�, CITY OF EDMONDS SET IRON PIN WITW CAP NOV 12oss/229ra9 PLAN_,ENG� / I PAGE ____g_-- OF_ T r,� ° "'��r wy Q S?, Q PRELIMINARY RFFr �, BOUNDARY LINE ` rW ADJUSTMENT CONC. MONUMENT rr'�i U� Q N/ BRASS PLATE ,\ :XPIHES �'y�v9S ► ly <q ZO-43) ' VOL F Q% O O . PAGE 14 2 ?� '89ry WALTER YEAGER co IN NE 1/4, SEC. 13,T. 2TN.,R.3 E.,W.M. CITY. OF EDMONDS SNOHOMISH COUNTY WASHINGTON ' 1�/t"PWGGED i � IRON PIPE W CASE — (9-ZO-93) Lovell•Sauedand & Associates, Inc. e l� I�+Q1o..�,E�..,o�,Mos>�.u,D�.No meat Cauu*= , 19100 33td Avenue W, SUIN 900 • Lynnwood. WA 98= • 006)775,I591.0003400830 1►tnr I CUMD 0r111s ra >ICAti fis MO MM JTT 12.13.93 345 1" = SO' 3 2 Exhibit A .% /1 /'* -1 ^ Lovell-Sauerland & Associates, Inc. Engineers/Surveyors/Planners/Development Consultants 19400 33rd Ave. W. Suite 200 Lynnwood Washington 98037 (206) 775.1591 Seattle (206) 340.0830 January 3, 1994 File No. 93-3121 LEGAL DESCREMONS FOR YEAGER AND SMITH BOUNDARY LINE ADJUSTMENT EXISTING PARCEL 1 (YEAGER) Lot 13, Block B, Edmonds Sea View Tracts, according to the plat thereof recorded in Volume 3 of Plats, page 76, records of Snohomish County, Washington;. TOGETHER WITH vacated Ocean Avenue, lying westerly and. adjacent thereto. EXISTING .PARCEL 2 (SMMI) Lot 2, Block 2, Seahurst, according to the plat thereof recorded in Volume 9 of Plats, page 90, records of Snohomish County, Washington; EXCEPT that portion thereof described as follows: Beginning at the southwest corner of said Lot 2; thence northeasterly, along the westerly line of said Lot 2 for 45 feet; thence southeasterly in a straight line to a point which is 95 feet east of the point of beginning; thence west, along the south of said Lot 2 to the point of beginning; and, EXCEPT that portion thereof described as follows: Beginning at the southwest corner of said Lot 2; thence N 89°42'00" E, along the south line of said Lot 2, a distance of 246.23 feet to the True Point of Beginning of the tract herein described; thence N 10 H 13 03 E, a distance of 78.70 feet to an intersection with the north line of said Lot 2; thence S 86012' 40" E, along said north line, a distance of 153.00 feet to the northeast corner of said Lot 2, thence S 15°51'00" W, a distance of 69.20 feet to the southeast corner of said Lot 2; thence . S 89°42'00" W, along the south line of said Lot 2, a distance 147.73 feet to the True Point of Beginning. PARCEL TO BE CONVEYED FROM PARCEL 2 TO PARCEL 1 That portion of Lot 2, Block 2, Seahurst, according to the plat thereof recorded in Volume 9 of Plats, page 90, records of Snohomish County, Washington, described as follows: Beginning at the southwest corner of said Lot 2; thence N 89°42'00" E, along the south line of said Lot 2, a distance of 95.00 feet to the True Point of Beginning; thence continuing N 89°42'00" E, along CQ said line, a distance of 8.95 feet; thence N 62'13'00" W, a distance of 69.00 feet; thence 7=01 N 75°43'44" W, a distance of 18.09 feet to a point on the westerly line of said Lot 2 45.00 feet northeasterly of the southwest corner of said Lot 2; thence S 62' 13'37 E, a distance of 78.69 feet to the True Point of Beginning. 00 NEW PARCEL 1 7-4 d� Lot 13, Block B, Edmonds Sea View Tracts, according to the plat thereof recorded in Volume O 3 of Plats, page 76, records of Snohomish County, Washington; TOGETHER WITH vacated Ocean Avenue, lying westerly and adjacent thereto; and, FAUTHORIZEDEL.CRDING= Ecrv!oNDS Exhibit B PAGE.___ :OF=�J VOL. 29 0 0 PAGE 142 2 TOGETHER WITH that portion of Lot 2, Block 2, Seahurst, according to the plat thereof recorded in Volume 9 of Plats, page 90, records of Snohomish County, Washington, described as follows: Beginning at the southwest corner of said Lot 2; thence N 89°42'00" E, along the south line of said Lot 2, a distance of .103.95 feet; thence N 62'13'00" W, a distance of 69.00 feet; thence N 75°43'44" W, a distance of 18.09 feet to a point on the westerly line. of said Lot 2, 45.00 feet northeasterly of the southwest corner of said Lot 2; thence S 34° 19'00'" W, along the westerly line of said Lot 2, a distance of 45.00 feet to the point of beginning. NEW PARCEL 2 Lot 2, Block 2, Seahurst, according to the plat thereof recorded in Volume 9 of Plats, page 90, records of Snohomish County, Washington; EXCEPT that portion thereof described as follows: Beginning at the southwest corner of said Lot 2; thence N 89042'00" E, along the south line of said Lot 2, a distance of 246.23 feet to the True Point of Beginning of the tract herein described; thence N 10013'03" E, a distance of 78.70 feet to an intersection with the north line of said Lot 2; thence S 86012' 40" E, along said north line, a distance of 153.00 feet to the northeast corner 'of said Lot 2, thence S 15051'00" W, a distance of 69.20 feet to the southeast corner of said Lot 2; thence S 89°42'00" W, .along the south line of said Lot 2, a distance 147.73 feet to the True Point of Beginning. EXCEPT that portion thereof, described as follows: Beginning at the southwest corner of said Lot 2; thence N 89°42'00" E, along the south line of said Lot 2, a distance of 103.95; thence N 62'13'00" W, a distance of 69.00 feet; thence N 75°43'44" W, a distance of 18.09 feet to a point on the westerly line of said Lot 2, 45.00 feet northeasterly of the southwest corner of said Lot 2; thence S 34°19'00" W, along the westerly line, a distance of 45.00 feet to the point of beginning. AUTHORIZED FOR RECORDING CITY OF EDMONDS f PLAN ENO r/ 940418061Z`1 VOL.2900PAcE1423 � CITY.OF EDMONDS ��r FILE Y 250 SeH AVENUE NORTH, EDMONDS, WA 98020, (200 77 2 ��®R RCW 197-11-970 Determination of Nonsignificance (DNS) DETERMINATION OF NONSIGNIFICANCE Description of proposal: Removing the existing single-family residence, and construct a new single-family residence totaling approximately 3,700 sq.ft. (City of Edmonds Land Use Application # 95-11). Proponent: Walter and Barbara Yeager Location of proposal, including street address if any: 18504 Olympic View Drive, Edmonds, Washington Lead agency: CITY OF EDMONDS The lead agency for this proposal has detennined that it does not have a probable significant adverse impact on the environment. An environmental impact statement is not required under RCW 43.21.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. XX There is no comment period for this DNS. This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by .1994. Responsible Official: Jeffrey S. Wilson Position/Title: Current Planning Supervisor, Department of Community Services - Planning Division Phone: 771-0220 Address: City of Edmonds, 250 5th Avenue North, Edmonds, WA 98020 Date: Signature: XX You may appeal this determination to Robert Chave, Planning Manager, at 250 5th Avenue North, Edmonds, WA 98020, no later than , 1994, by filing a written appeal citing the reasons. You should be -prepared to make specific factual objections. Contact Jeffrey S. Wilson to read or ask about the procedures for SEPA appeals. XX Posted on , 1994, at the Edmonds Public Library, Edmonds Community Services Building, and the Edmonds Post Office. XX Distribute to "Checked" Agencies on the reverse side of this form, along with a copy of the Checklist. Mailed to the following along with the Environmental Checklist: XX Department of Ecology Environmental Review Section P.O. Box 47703 Olympia, WA 98504-7703 XX Walter and Barbara Yeager 18504 Olympic View Drive Edmonds, WA 98020 Attachments: Critical Areas Determination # CA-93-69 Environmental Checklist PC: SEPA Notebook Robert Chave, Planning Manager Page 1 of 2 MEMORANDUM CITY OF EDMONDS PLANNING DIVISION 250 STH AVENUE NORTH, EDMONDS, WASHINGTON 98020 TO: BUILDING PERMIT PLAN CHECK # 95-11 FROM: Ann Bullis, Code Enforcement Technician. DATE: FEBRUARY 14, 1995 SUBJECT: ENVIRONMENTAL DETERMINATION FOR REMOVAL OF AN EXISTING SINGLE-FAMILY RESIDENCE, AND CONSTRUCTION OF A NEW SINGLE-FAMILY RESIDENCE AT 18504 OLYMPIC VIEW DRIVE, EDMONDS, WASHINGTON. APPLICANT: WALTER AND BARBARA YEAGER. I have had the opportunity to visit the subject site, review the environmental checklist, and Critical Areas Determination, a copy of which are filed in the official file for this permit. Proposed tree removal for the site is mainly limited to the building pad and access driveway. As allowed by ECDC 18.45.050, protective measures will be taken to preserve the trees proposed to remain on site. Based on my review of all available information and adopted policies of the City, I recommend that a determination of nonsi2nificance, be issued. ----------------------------------------------------------------------------------------------------------------- Review by Responsible Official: I concur I do not concur Comments: Jeffrey S. Wilson, AICP Responsible Official Attachments PC: FILE NO. 95-11 Robert Chave, Planning Manager Date Page 2 of (((pnE *)11ZN/(lNe'ZIllJMFs STREET FILE CITY OF EDMONDS Su ISEPIU ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: etlll� 111 NELoo kOMr- TO fb la\t.T AT IS$04 OLMMVIi U►Tc.LJ DIVE � 'D /rt O N DS ► u! A S i� q 0 02 ti 2. Name of applicant: L� A L-T E rt R A R 8 A R A � FA 6 fz 3. Address and phone number of applicant and contact person: 1850U OLu pic VIF-W 1)QiyE ]7.viaNDS WASH 02-b .ZO b i 4 4 ► c LJ A L-ri.Q n R AA,4 RAr2 A u Csq G EQ 4. Date checklist prepared: W L T C 2 l.a r A G tz 2 5. Agency requesting checklist: City of. Edmonds. 6. Proposed timing or schedule (including phasing, if applicable): Co" STRUt -TIAV To. .aldG►y fNs4 FA 11 , .6GTol3tit � F PO SS 1 GL, n OR S PR►nib If: W¢a-rmc z V0lc A,.T f acZ j.J,T PHASt On,r` Da:rAbL+Sm 4 R%yAnUA IiXiS7i�6 140usL P►+ st TA&1tr r-o,sTa.,c 'too -\/ . UI., r%J-rIL /tv,PTLD hOASk T..00 eDrZi wgiJ -To PROsh-rr NvosR (STAFF COMMENTS) 1 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yet, explain. Nd .'(STAFF COMMENTS)' CHKLT/10-8-91.MASTER Page 1 of 26 � 1 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. A TO Qp BRA Q10 I,CA%, $v 2 V it u w P2cctiss (314 _L, n y of — A WATQR 21T1.� �/ON 5SJ 19't%M V 61Ar&k/z .'n] �7�V1.4LgND ij55t� fiy L 0001, Sauw��s 1T/1A%—A61 /M?p IJ..IGNIjoR - �IAMaS Sir11TH it )l1511,V6 RA+ (STAFF COMMENTS) 9. Do you know whether applications are pending for governmental approvals of.�other: proposals directly 'affecting the property covered by your proposal? If yes, explain. (STAFF COMMENTS) 10. List any government approvals or permits that will be needed for your approval, if known. i L'D IN 6 Psr2 -,b tT C- I t y C ,N VI 06 .v M n n. T A L I 'Nl gA C-r- S � Q� Y' R6. J./J VAA A' L+�I � A'D 1vSTrn r. n�T Q� ADM on/aC T•<A A ,_' �1►.µ O J A L "� T R f M I N 11 R o .IYI 1 -r .. .' (STAFF COMMENTS) 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. (3u1L-b G era FAMtLN Two 5-roA,4 14ove A +(3ASwr%%-,1t AIPPp L I Tw 000 Sq Fr f-6o-t- Pa 1Ary 0 f HovS, } C(� N Ss iY.�ACt T Ho F�11�. �nn.NACT �3l.k'r0 pR10L..k4, PRnSL-.T 1 �Jt w iC1 — 6 1 [ wR %y G A D+, (STAFF COMMENTS) CHKLT/10-8-91.MASTER , Page 2 of 26 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Tapp^c6're a V-1,-r Al 5 �2�a�j. /va" 7% AtATt2 0.,1IpN SJ 4T►M r-r%yea nn (A4TH d.�4k.. p4s'e'% T (STAFF COMMENTS) 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. �LIILD�r►b P♦ 6 ID C1S ( STAFF COMMENTS) 10. List any government approvals or permits that will be needed for your approval,if known. au1L *plo%6 Pve (STAFF COMMENTS) 11. Give brief, complete description of your proposal, including the proposed uses and size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. SINGS 1L Fq�h �'f�) HOuS11 riLVO S 70? otj A9ARby jnA -r►tti 1000 5st Ft_ FOOT 1 J► `Au (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 2 of 26 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street.address, if any, and;section,..township, and.range, if known. If a proposal would occur,over.,a range of area, provide range or boundaries of the site(s). Provide legal description, site plan, vicinity map, and topographic map, if reasonably available'. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. lg5O`4 OX-Agmn.0 1.1%ft-t,. l7RIQ*. r VMOA,D5 ' LA- AS14 L-I NyM(aw1 PL,raT CTc O N (3ytL0oA b 'Pa2,V%1T- PRr,TL Noys. v ev S ww,►R L w (STAFF COMMENTS) TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS . 1. Earth a. General description of the site (circle one): Flat, rolling, hilly, steep slopes, mountainous, other: PAgW,Nc. FIAT 5OAC♦ ON 1vcRT+► BAST CbQn,+1 :5Lopt lAup@.pvII' LwSs iNnn. '2A451%J 9RiVJ%6W4 / R0%;T'h L-OPQ `'� l FLAT k-wvw L A't' r3 S i iD ARA 6k JtiTo LOw•Z QAQi- S Lope 13A v K To ReAtt wAy Ow .0%vST e02Sid^, t_01- (STAFF COMMENTS) b. What is the steepest slope on the site (approximate percent slope)? (�� QT,A L A 6 o u I TO 3a PR&C,SaLu 51-4ow.ti ON TO'QO 6(i pH iCAL Su?%)K, (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 3 of 26 C. What general.types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. TN "N -Top A ^J t & ra T% %& D wHs n. CITI vT 1 5 Ry14l2 No A G R isy L Ty n,4 1. 5o i l.. (STAFF COMMENTS) d. Are there surface indications or history•of unstable soils in the immediate vicinity? If so, describe. %ioT pN L-OT 6A!vk. HAS 0&,<u STAax.x (STAFF COMMENTS) e. Describe the purpose, type and approximate quantities. of any filling or grading proposed. Indicate source of fill. No 'Fill I (3,)r RA M1 QJA1 o G- SA-v.. S.\t . •. ( STAFF :COMMENTS.) , t f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. NoT A WAekw o F- Aa,QA%-A ( STAFF COMMENTS) .i CHKLT/10-8-91.MASTER Page 4 of 26 g. About what percent of the site.'will be covered with impervious .surfaces after project construction (for example, asphalt or buildings)? HOOSu FOOT fg,tv'C A6uo-r 1000 SA FT � � 1 'To QQ C 0!2 10" " \ S .1 R 14 1 N PRO t- IL (STAFF COMMENTS) h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: 1 `�T Rti ul ila f1 (STAFF COMMENTS) 2. AIR a. What.types of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. N.J O N R (STAFF COMMENTS) b. Are there any off -site sources of emissions or odor that may effect your proposal? If so, generally describe. Nn (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 5 of 26 C. Proposed measures to reduce or control emissions or other impacts to the, if any: c A. Al-. 1`7 v R IA/L C c.) /v S T n vG T, (STAFF COMMENTS) 3. WATER a. Surface: (1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. NON F (STAFF COMMENTS) (2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please. describe available plans. U?0.ST Wv'TF1 1A✓ 200 sov,-D s 5oeL,N6 "Teti LoT ♦ "v17 (STAFF COMMENTS) (3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water ..or.wetlands. .and _ .. .. indicate the area of the site that would be affected. Indicate the source of fill material. N o N (t CHKLT/10-8-91.MASTER Page 6 of 26 (STAFF COMMENTS) (4) Will .the proposal require surface water withdrawals or diversions.. Give general description, purpose, and approximate quantities if known. NO ( STAFF COMMENTS) ` ' l (5) Does the proposal lie within a 100-year floodplain? If so, note location on the site plan. NO (STAFF COMMENTS) (6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. NO (STAFF COMMENTS) b. Ground: (1) Will ground water be withdrawn, or will water be -discharged to ground water? Give general description, propose, and approximate quantities if known. "o CHKLT/10-8-91.MASTER Page 7 of 26 (STAFF COMMENTS) (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example:. Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number off -animals or humans the system(s) are expected to serve. NRw�0rjN&L.cTaD To C,i�%S1LW* AS IS (zXIST,Aib 400S� (STAFF COMMENTS) C. Water Runoff (including storm water): (1) Describe the source.of runoff (including storm water) and method of collection and disposal, if any (including quantities, if known). Will this water flow into other waters? If so, describe. E N C--, n w ii w AT a 2 R ..T. A.T I^ a -Tb RX-,-r t— IGVAGnA YaA, (STAFF COMMENTS) (2) Could waste materials enter ground or surface waters? If soy generally describe. No (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 8 of 26 d. Proposed measures to 'reduce or control surface, ground, and runoff water impacts, if any: E, N G %N A u c2 I- 7 W A'T% -C Q., w a'1 d Qh.STw M 4. Plants a. (STAFF -COMMENTS) Check or circle types of vegetation found on the site: V deciduous tree: lde , apl , aspen, other: P 6 G w o01, ✓ evergreen tree: fir, cedar, pine, other: F,2 C a y shrubs grass L_Aw V TO W w, T- No pasture Flo crop or grain _bjQ__wet soil plants: cabbage, other:_ cattail, buttercup, bulrush, skunk NO water plants: water lily, eelgrass, milfoil, other: ✓ other types of vegetation: S H R,,y 5 (STAFF COMMENTS) b. What kind and amount of vegetation will be remove.or-altered? RJR V h I ► t L_A4t� flA�y6,c#0uS S R�ina p 7�._n g 'TR m aB IALD, CHKLT/10-8-91.MASTER Page 9 of 26 r (STAFF COMMENTS) C. List threatened or endangered species known to be on or near the site. tJo N U_ (STAFF COMMENTS) d. Proposed landscaping, use of native plants, or other materials to preserve'or enhance vegetation on the site, if any: I4Ar a Of- A- x: S -r . n.L_ S H R. li 5 ANDA-ND FjrAA^ T'a 2 (- (STAFF COMMENTS) 5. Animals a. Check or circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: Roow\ 0 � _n� N mammals: deer, bear, elk, beaver, other: N o N R� fish: bass, salmon, trout, herring, shellfish, other: (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 10 of 26 b. List any threatened or endangered species known to be on or near the site. No Nr-- (STAFF COMMENTS) C. Is the site part of a migration route? If so, explain. (STAFF COMMENTS) d. Proposed measures to preserve or enhance wildlife, if any: NoNT— (STAFF COMMENTS) 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. f11:4T 0 RAL 6 A S Pa,. Fp AR A. Ej 0 2 CW (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 11 of 26 b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. Nb QV- Lo w H005, 5! To. ' N0RT-u+ AVV NOT M "4% T u w. s (STAFF COMMENTS) c. What kinds of energy conservation features are included in the plans of this proposal? (STAFF COMMENTS) 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so describe. h J0 (STAFF COMMENTS) (1) Describe special emergency services that might be required. do 1j FL - (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 12 of 26 i (2) Proposed measures to reduce or control environmental health hazards, if any: Nod l ( STAFF COMMENTS) b. Noise (1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? No rJ (STAFF COMMENTS) (2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. 1 RUCFC S R.. "AD.1Q_ (3ASsM. : SU ONE. oR Twa VA-i L 1 6 1-1 (STAFF.COMMENTS) (3) Proposed measures to reduce or control noise impacts, if any: N A. Nit P OHO (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 13 of 26 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? _ IfyG%-h FAM61►4 HOOSI (STAFF COMMENTS) b. Has.the site been used for agriculture? If so, describe. Na (STAFF COMMENTS) C. Describe any structures on the site. FLX%ST►nh S►ti6 r� FAM►%-A 1-1uJ5^- "' SvVlAII �4S I-D-ti rCA Gb 2 & f31� (STAFF COMMENTS)' d. Will any structures be demolished? If so, what? \ PRn tiz Yj-is rL 4 00'7CSHn 1� 1 (STAFF COMMENTS) e. What is the current zoning classification of the site? SIn+6l.h IFA-11IL4 �A Z , ot.)0 Sp Fi CHKLT/10-8-91.MASTER Page 14 of 26 (STAFF COMMENTS) f. What is the current comprehensive plan designation of the site? (STAFF COMMENTS) g. If applicable, what. is the current shoreline master plan designation of the site? (STAFF COMMENTS) h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. (STAFF COMMENTS) i. Approximately how many people would reside or work in the completed project? (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 15 of 26 j. Approximately how many people would the completed project displace? No ^J . � t . . (STAFF COMMENTS) k. Proposed measures to avoid or reduce displacement impacts, if any: (STAFF COMMENTS) 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: oT (STAFF COMMENTS) 9. Housing a. Approximately how many units would be provided, if any? Indicate whether'high, middle, or low-income housing. 0 JV iZ M 1 1- j t_*� (STAFF COMMENTS,) CHKLT/10-8-91.MASTER Page 16 of 26 b. Approximately how many units, if any would be eliminated? Indicate whether high, middle, or low-income housing. bNL. 4,y,-.1 NGonnr f�tiS� ►n,L.� (STAFF COMMENTS) C. Proposed measures to reduce or control housing impacts, if any: NoT fl L VA (STAFF COMMENTS) 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principle exterior building material(s) proposed? U N 9w 2 c1T GU1) n Tom- AQA n (STAFF COMMENTS) b. What views in the immediate' vicinity would be altered or obstructed? (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 17 of 26 C. Proposed measures to reduce or control aesthetic impacts, if any: TA w I 1 (STAFF COMMENTS) 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur?. (STAFF COMMENTS) b. Could light or glare from the finished project be a safety hazard or interfere with views? No (STAFF COMMENTS) c. What existing off -site sources of light 'or glare may affect your proposal? I v U (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 18 of 26 d. Proposed measures to reduce or control light and glare impacts, if any: No (STAFF COMMENTS) 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? NO /U (STAFF COMMENTS) b. Would the proposed project displace any existing recreation uses? If so, describe. Iv � (STAFF COMMENTS) C. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: Noy A � (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 19 of 26 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, national,,state, or local preservation registers known to be on or next to,the site? If so,' generally describe. fyy (STAFF COMMENTS) b. Generally describe any landmarks' or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. NoNvL (STAFF COMMENTS) C. Proposed measures to reduce or control impacts, if any: (STAFF COMMENTS) 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. P'RM1ISaAvT IDR1yrc wAI CONMac T 'To dL.4-meiL V1Rw '1 awt%- (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 20 of 26 b. Is site currently served by public transit? If no, what is the approximate distance to the nearest transit stop? Ny /Koo.. T H � ti � ,,,.► , L Q (STAFF COMMENTS) C. How many parking spaces would the completed project have? How many would the project eliminate? None, IT wo�L� AbD Twos (STAFF COMMENTS) d. Will the proposal require any new roads or street, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). NO (STAFF COMMENTS) e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. AM )Aca..l -0 3.,2 roti Nc(ZTH.'z,— 22 DANK r�wq w►w.v (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 21 of 26 f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. AS (STAFF COMMENTS) g. Proposed measures to reduce or control transportation impacts, if any: ti611 A PPUS (STAFF COMMENTS) 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. � frl (STAFF COMMENTS) b. Proposed measures to reduce or control direct impacts on public services, if any: No (STAFF COMMENTS) CHKLT/10-8-91.MASTER Page 22 of 26 16. Utilities a. Circle utilities currentl lable ' at the site: elect icity natural gas, qjjjer r use servic <t elephon , anita e septic system, other: (STAFF COMMENTS) b. Describe the utilities that are proposed for the project, the utility providing the service,, and the general construction activities on the site or in the immediate vicinity which might be needed. (y A't u Rq l G A S PR +% s.% .,T X- I n, k r SO / &"' ea .'PA -1 S H (STAFF COMMENTS) C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature of Proponent Date Submitted CHKLT/10-8-91.MASTER Page 23 of 26 D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of the elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities'likely to result from the proposal, would affect the item at a greater intensity or.at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. 1. How would the proposal be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposal -'measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: 3. How would the proposal be likely to deplete energy or natural resources? CHKLT/10-8-91.MASTER Page 24 of 26 Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive area designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: S. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public services and utilities? CHKLT/10-8-91.MASTER Page 25 of 26 Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with local, state, or federal laws or requirements for the protection of the environment. CHKLT/10-8-91.MASTER Page 26 of 26 y.0 N • OD <0 6% e'a o% E O 0" 0 a N 'av�z tri O O �3 O � s-st z Sn1La :o f a NO EXCISE TAX P77 RED 96 JUL 15 PH 4: ,( 0 RETURN TO: J U L 1 S 1996 This space for Recorders Use •. i_ ;tt Michael J. Smith Jr. s�''�' �` • � •- = � '' �• Attorney at Law BOB �l'+�+i`�� • �ne��;mi;n Couot�irzasuter OEPU i Y—A 144 Railroad Ave., Suite 2?pK B Q B D N'i i N l Edmonds, WA 98020 DECLARATION OF EASEMENT FOR WATER LINE This Declaration, made this / day of 1996, by and between Mark L. Neudorfer and Mary J. Haggerty, a m ial com ity, hereinafter referred to as Grantors, and Walter M. Yeager and Barbara Althea Yeager, husband and wife, hereinafter referred to as Grantees: - WHEREAS, Grantors are the owners of property described as follows: Lot 15, Block B, together with vacated Sound View Plat adjacent thereto, and the Northeasterly 30 feet of Lot 16 Block B, Edmonds Sea View Tracts, recorded in volume 3 of plats, page 76, in Snohomish County, WA. EASEMENT FOR WATER PIPE LINE AND, THAT, for and in consideration of mutual benefits to be derived therefrom, the Grantors hereby convey and grant to Grantees their successors and assigns, a permanent easement for a water pipe line over, under, and across the following described property: The southerly 10 feet of the Northeasterly 30 feet of Lot 16, the westerly 10 feet of the Northeasterly 30 feet of Lot 16, and the westerly 10 feet of Lot 15 at the southeast corner and running north for 10 feet. SUBJECT TO THE FOLLOWING: 1. Grantees shall have the right at all times to enter Lot 15 and the Northeasterly 30 feet of Lot 16 for the purpose of inspecting, maintaining, improving, repairing, constructing, reconstructing, locating and relocating the water pipe line. 2. The cost of any inspection, maintenance, improvement, repair, construction, reconstruction, locating and relocating of the water pipe line, improvements thereto or relocation thereof shall be borne by Grantees. Whenever installation, maintenance, repair, cleaning, or reconstruction is performed in the easement area, such work shall be done in a workmanlike manner with all reasonable dispatch, and the premises shall be promptly restored to their previous condition as soon as is reasonably possible. Declaration of Easement - Neudorfer/Haggerty - 1 VOL. 318 6 PAGE 1011_ 0 3. The covenants and obligations relating to the water pipe line easement shall be a covenant running with the land and shall be binding upon all parties and their heirs, successors, and assigns forever. GRANTORS Mark L. Neudorfer 108zi:1, - I Maryj� agge STATE OF WASHINGTON ) ss COUNTY OF .SNOHOMISH) I certify that I know or have satisfactory evidence that Mark L. Neudorfer is the person who appeared before me, and said person acknowledged that he signed this instrument and acknowledged it to be his free and voluntary act for the,uses and purposes mentioned in the iostruilent:.rv, .k"a No in and for the State of A•'" A� ` n Waft ington, residing at -,��a%vKG� y Commission expires JI- � l STATE 6F WASHINGTON ) ) ss COUNTY OF SNOHOMISH) I certify that I know or have satisfactory evidence that Mary I Haggerty is it ^4. appeared before me, and said person acknowledged that she signed this instrument d•�at;k�w�"ledged itto be her free and voluntary act for the uses and purposes mentioned in the ' ' Not u nand for the State of F 07r oF ... t. .- Was" ' Wgton, residing at My Commission expires // - 7 - Declaration of Easement - Neudorfer/Haggerty - 2 Vol. 2186PAGEI011 Q Critical Areas Checklist' ST�� ; ?I Site Information Project Name: &_ 2 errnit Number: Site Location: `ff (iW aw M Property Tax Account Number. 3d�•G�oZ'Ol3. Od�� 56�o•aaZ•maZ•o�cq Approximate Site Size (acres or square feet): D. 4l A A�i Have you filled out a Critical Areas Checklist for a project on this site before? f� General Site Conditions _ 1. Has the site been cleared or logged? 0 d Date of most recent action: L✓b � Soils / Topography 2_ In the Snohomish County Soil Survey, what is the mapped soil type(s)? 3. Desixibe the general site topography. Check all that apply. Flat: less than .5 feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10 feet over a horizontal distance of 66 feet.) _ Hilly: slopes present on site of more than 15% and less than 30°/p ( a vertical rise of 10 feet of horizontal distance.) Steep: grades of greater than 30% present on site. Comments Hydrology/Vegetation 4. Site contains areas of year-round standing water: 6 S. Site contains areas of seasonal standing water. Ho Approx. Depth: 6. Site is in the floodway �10 floodplain�_of a water course. 7. Site contains a creek or an area where water flows across the grounds surface? flows - are year-round? Flows are seasonal? 8_ Site is primarily: forested ; meadow ; shrubs ;mixed �. 9. Obvious wetland is present on site: 10. Wetland inventory or map indicates wetland present on site: 11. Critical Areas inventory or map indicates any Critical Area on site: For.-Oty Use Only City of Edmonds Cfirical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any pion 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). rn V11 ; ® -4-3 CLfl�t 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 chcckdist; make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. With a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough detail that City staff can find and identify the subject parceI(s). In addition, the applicant is encouraged to include any other pertinent information or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached CriticalAreaChecklist and attest that the answers provided -are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: Title % Mr- / 1 WI Street Address a0r City, State, ZIP Phone Applicant Representative: - %17I Street Ad ess ft 18��2 City, Etet, ZIP Phone Signature Date le1/Date in us Yl F N H W W W W W W x x W W 0 O O O anon �r �cva aaa AAA HNr • • 3 2 6xzg 7U /66-v Zo 4g 163 L\ X J GZ&Z4 > _<4'9 ! ldxzo zrsU 2z 1-21, Z 68 Z lZKL$ 313 `p X l2 /Zo Of /a x — 80 Z¢94 5 S 7 L PLANNING DATA SITE ADDRESS: 1 D 0q n14MR1Ir`d"DATE: %yjs--- ZONING: RS - I Z PERMIT#: 145 - I I PROJECT DESCRIPTION:_TrMQ Sf::Iz Z� C( ,- C�I\t -t.� --? SETBACKS: Reauired Setbacks: Front:14" Left Side: 10 Right Side:l ® Rear: Actual Setbacks: Front: ( C> Left Side:10Right Side:_LO Rear: FLOOR AREA: LOT COVERAGE: / J Maximum Allowed:4 6 $ Actual: 7 tlb BUILDING HEIGHT: 5'fl^"' 04 kit' J I S4 .-70 e TW 15 �' Maximum Allowed: )Y?7.2 Actual Height: �2 SUBDIVISION:_ CRITICAL AREAS #:_ _ 9 3 , G f (A)�i'l SEPA DETERMINATION: LOT AREA: 1 $), Plan Review By: M ! -%wommom— O 890-19°t STREET FILE CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-0220 • FAX (206) 771-0221 COMMUNITY SERVICES DEPARTMENT Public Works • Planning . Parks and Recreation . Engineering May 17, 1993 Wallace Cain 3839 Erlands Pt Rd NW Bremerton, WA 98312 Re: Yaeger SFR at 18504 Olympic View Drive LAURA M. HALL MAYOR aliltoil Mgy18ve 199 Dear Mr. Cain, We have reviewed the subject application, and the following items need to be resolved before we can finish.the engineering review: 1. On -site detention required. show size and location. 2. Letter of agreement from Burlington Northern Railroad is required in order to drain stormwater into ditch parallel to the tracks. 3. Driveway slope exceeds 14 percent; driveway slope waiver required. Driveway cannot exceed 20 percent. 4. Footing drains cannot connect to detention system. 5. Because of driveway slope, additional drain required. 6. Old sewer line to be capped. 7. Permit required for retaining wall. 8. Who and what is the quit claim for? 9. Provide cross section detail of driveway. 10. If permitted by Burlington Northern Railroad, drain pipe shall be anchored and dissipater placed at end of pipe. • Incorporated August 11, 1890 • Sister Cities .International — Hekinan, Japan Wallace Cain May 17, 1993 Page 2 11. Grading exceeds 500 cubic yards (838 cubic yards); a conditional use permit is required. If you have any questions, please call me at 771-0220, extension 324. Sincerely, ADDISON L. CHRISMAN IV Engineering Inspector ALC/sdt c: Sharon Nolan, Permit Coordinator YAEGER/TXTST530 CITY OF EDMONDS PUBLIC WORKS DEPAR NT SIDE SEWER PERMIT. FOR INSPECTION CALL 0. Permit - - '775-2525 Ext. 220 Issue Date IDIQ01 `,L:,—) ,... * PERMIT MUST BE POSTED ON JOB SITE IWAIW .� Address of Construction •Drn oN I-)-, 2. Property Legal. Description ( include all easements) r-Dm v -f� �,k Ae//,Q , i 1N iA C.Y `, r� [—DC -2, d. O T" 1 � Single Family Residence i--""Multi-Family No. of Units Commercial W4. Owner and/or Builder 0 l.T9- R. A G c 2 5. Contractor & License` No. �iC' o M � F, L.7 6. Invasion into City Right -of -Way: No 6% Yes (If Yes Right-of- way Construction Permit Required - Call Dial Dig.(342-5344) before excavation). 7. Cross other private property: Yes No Easement required - attach legal description and county easement number. READ THE FOLLOWING AND SIGN: a. Property owners must obtain a permit to install side sewerson their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. C. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. e. Side sewer lines must be laid at a minimum grade. of 2% (1.15o and maximum grade of 100% (45°) . ...._ y f. No turn in side sewer greater than 450 (1/8,bend) is0allowed between cleanout. All 90 turns must be constructed of a 45 (1/•8 bend) and Wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. '. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and'at minimum intervals of 100' along sewer line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsible for right-of-way failure .due to poor compaction of fill. l.k.:. Side sewer must be left uncovered until inspected and approved __by the City. 1. Inspection during normal working hours only. Two (2) working days':•notice required. DATE:. ,� O - I Q l �-� �� Q p-� "v)'� , e t� •t�,y.� I certify that I have,`read� and shall comply with the above P,pERMIT FEE : DISAPPROVED BY: Date: � R a � By: Date: ao p CONNECTION FEE: APPROVED By Date /o * PERMIT MUST BE POSTED ON JOB SITE &0 .C-- 4cv M�2 0 c O 0 X W 17"L CL m W (D co l l I 0 �lv FIL#OPY �.. t STIJEET BILE December .0, 1980 MEMO TO: Planning Department FROM: Engineering Division Public Works Department SUBJECT: ENGINEERING COMMENTS FOR THE DECEMBER 17, 1980 BOARD OF ADJUSTMENT MEETING The Engineering Division of Public Works has the following comments to Offer pertaining to the hearing scheduled for the December 17, 1980 Board of Adjustment meeting: V-37-80 MR. & MRS. W. E.WISE - Variance from density allowed in an RM zone for fifth dwelling unit at 528 Pine Street. (RMH) Parking as shown is adequate. Engineering has no objection to this variance. V-39-80 SCOBBY/REYNOLDS - Variance from required sideyard setback at 71-7713Oth Avenue West. (RML) Drainage plan approved with exceptions noted October 9., 1980. Site conditions essentially the same since previops approval of the same type of variance on November 7, 1979. Therefore, Engineering does not object to this variance. V-40-80 WALTER & BARBARA YEAGER - Variance from required sideyard set- back at 18504 0 ympic View Drive. (RS-12), Engineering has no objection to this variance. V-41-80 WAIDE & LAVERNE ADAMS - Variance from required fronlyard setback at the southeast corner of 8th and Alder Street. (802 Alder Street) (RS-6) Other residences in this area have met the setback requirements (for example 755 Walnut St.). Therefore, Engineering recommends that this proposed residence should meet the setback requirements or petition for a street vacation which Engineering would not oppose. I I a STREET FILE C I, d INVEX-, AND REVIEW ASSIdNIVENTS INITI-ATIN4. ACTION V-46-80 DATE /I-26-80 PAGE OWNER NAME1 Wail f-er M A., .'y FA C-F R_ ADP'RESS*- 10S'o4P#Rt-uiF'_ &D046Ups WA - APPLICANT NAME: 01 ADDRESS: 4' SITE LOCATION OR ADDRES-S: 185",04— dt-YA4,01c. VIEW DAIL146 ?-ONE,* 6:5-17- 44 I.EdAL Dg-ScRj'pTjop4: 4-a-ri 3, t9j,/< 43Ukew Ireqcrs ' 5eA&6-orz,r 2P-e op $c" 5 ATTACHED er oa p z A _.FlL. E TYPE OF ACTION f N,G;,R._. 0 I.V. DATE t1k 'U) lu Q z z Ga! -'F0-R-- MEET1146 I)ATS it F-suLrs a FILED! IN '109 t: IE ® cc cl NEXT MEETING DATE sEr 'D CC a- t z L z V_ f 6_2�6 1 Z_z -30 A 12,47- 80 'DATE TO ofts DATE BY 2—: ENGINEERING R E V 1. E W 5 ASSI ap M DATE TO -NOT DATE 5 By PREVIOUS 141STORY SITE REVIEW "TjITILITIES O R A IN A4E/ToPOSRAPH Y srREErs/5lDfiWALKS TRAFFICIPARKING ZONING COOS [FIRE MARSHAL w' /V © �, �V 2 ,� S c i^. l� vl ; we, h�e�iS T� ��/ctgf� sk u0)rt4:Ser,d�4s a copy. r�cQ�►r- skv4y �,w e e/ 0 �'' �t � sea ` o �� -2 �7`la�.. 77o 7 !S 'V eTAq rtc-e L 'OId // j \�� L' 7'0.1�•y',�'�:` fyd.F"Niip,F �a'` y5j1+sYY4.,. • ./ �rb•,� rr '+yy�i tit-. ; Is'j' -� ' i✓d 5t - �� / tf� iI µ' � ' 4 • ��. Q, / .. c 6 00 v / \.t lB4 i =" C9 393"9G^ h:r GIi <d a iz �l Ad 91 ifv �•� �V �, �/ P / 60 ' 2 28 Ac," eke , o , �� •�,� / � : ass " , It� Id - I • 1; 1� ,t o � 'i 1 a .. 00, ST V� O / y .� ro.\4 il� GB tt- k.. 2.04 Ac.' / C 1.99 Ac.) RT- ^ �17 11,15 20CA BO �o' o• 'QB�_ _ .... �o. : 7) �1� /�^--- 5-- .\ \-•_-7J3— ___ 1 f . / 2_7016o2351 Jd02ZAc.Rw 40 2Ac� '-- —i 1 H A t .94 _ 0. `. b" AT- 3e 2 9 0�75 Ac. h.� (I.101 Ac) II n .. s �\ �\3 2.15Ac. 0.31 Ac../ I�N 8 �RT.3f 0`L— _ _RT•3C o�122 �2.20 Ac'.) 1, \ 4 - I u • - ---- 189. p-�o ..: N (1.0 ►�cp II — C.35A / 12 0.38Ac. :k �. , 46 c. � S .36Ac. /88 4 Ii Z JD-3 jtp Q ISo 1 ]so I I I• � -. 1��4� • e a of --�--- - 8 Y - 300 — — _ "' C 89T y )3a38 — — �2O 9 R7• I J 0 75 120 1.0 Ac. ( 2.15 Ac.) _ 1 Nat'l. Bank of Comme e I C E. L .Lei d le) s io o = 1.0 Ac. ® ' 4 1.02 Ac.. 2. Rr-3�... I • LJS / n N 89 0 .. - 480 76 35 ___ Q' 2.20 Ac. /, a .o u ^__ --- _ _ I 1, 4 FILE • _ PATE .;;�'e" ''4 FEE RE CT RECEIVECAPO I S APPLICATION FOR VARIANCE DEC 2 I98AEARING DATE: 13L CITY OF EDMONDS BOARD OF ADJUSTMENT APPLICANT Wal ter M. & Barbara A. YEAGER Dir. Of Public Works ADDRESS 18504 Olympic View_ Drive CITY & ZIP Edmonds, 98020 PHONE 774 9214 h- INDICATE TYPE, OR DEGREE OF INTEREST IN PROPERTY H�PnG.�nprc of nrnnarty LOCATION OR ADDRESS OF PROPERTY 18504 Olympic View Drive Edmonds, 9800 LEGAL DESCRIPTION OF PROPERTY (attached)% _ a• VARIANCE REQUESTED: We seek a variance to the 10 ft. set -back re nnrtinn of the north property line of our lot. A recent survey of the lot to the north indicates that the northwest corner of our house (kitchen) may be slightly within 5 ft of the irap-er_ty line. —TWe is�hi to obtain a variance that would enable us to extend the kitchen at its present westerly angle, parallel to the property line for a distance of 15 feet a a i ion(Although e new survey shows the house to be slightly within 5 ft. of the �roperty line, a FOR OFFICE USE ONLY previous sketch by pioneer National Title Pnsurance company (,AV MP-1786 showed it to be 10 ft. from1th� USE ZONE : hS — ZONING ORDINANCE P.EQUIREMENT STATE OF WASHINGTON) ss. COUNTY OF SNOHOMISH) Signature of Applican ,Owner. or Representative On this date, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared�_-;)i -�,&_!_ CU, %_, C /,1 L- ., L who, being duly sworn, on his/-h�r—oath deposes and says that ks)he has prepared/ and read the attached statements and has acknowledged to me that the recititations contained therein are true, and h-is signed this instrument as his/-he.r free and voluntary act and deed for the purposes therein mentioned. Subscribed and sworn to before me this day of 19 zo Notary Public in and for the State of Washington, residing at DECLARATIONS OF APPLICANT Please answer all questions 1. What are the physical characteristics, (i.e. topography, shape of lot, etc.) which create a hardship for you in regard to development of your property? The unique topography and shape of the lot severely restricts the possibilities for building an addition (10 ft. x 15 ft.),which would make the house functional for a small family. The lot is somewhat funnel -shaped and is sited where the lot narrows. A steep'slope covers the broad portion of the lot to the east. In fact this house has no driveway access to the stricture and is reached by a steep switchbacked trail. Thus it would be difficult to build an addition to the east As the portion of the lot facing_west -(to the railrnad tracks and sntind), is relatively flat, it constitutes the most practical place for an addition (an addition should extend to the west). 2. How does your property differ from other property in the same vicinity? The steep rear (eastern), slope of the property isolates the house;from the view of neighboring homes to the east, so that an addition cannot obstruct their view of the sound. Even the new home being built to the north by Mr. James A. Smith, will be on a higher level. Essentially the Smith home will have a parallel westerly view to our own. The first house to the south is located some distance away (more than 100 and has a parrallel view not affected in any way by the proposed addition. Most of the neighboring_ houses are situated on natural terraces and do not have the topographical limitations of our property. Our home is older (1917) and much smaller • than `, e in t 3. Will this variance be detrimental to the public or damaging to�`�• other property or improvements in the vicinity? The proposed variance would in no way limit fire or other emergency access to to neighboring homes. Such services find their access directly from the north;east, and south-east. Should the proposed variance be approved, the 15 ft. kitchen extension would follow the same angle of the present north kitchen wall_ Thug _the addition wou11 be n ]]o r to the north r ert 1' e than th re ent n rth wall TTb ddition woul pars?l�l�ie north proper t� Q�ne fat ��ie same se �acsk as tie present ki cien. Mr. Smith approves and supports the variance ana apparen y does not coniser the proposed addition to be detrimental to his view or property. Other neighboring homes would not be affected b the variance or addition. 4. What hardships will result to you if the variance is not granted? Will these hardships have been caused by your own action? Our home essentially is a small cabin and its most glaring defects are inadequate kitchen and closet space. If the variance is not granted it would be difficult to make the house more livable. An addition set backt. from the north property line would be much more expensive and would destroy the aesthetic lines of the house. y wife and I wish to repair and improve the present house structure as it is old. But lacking adequate space for a small family we hesitate to make these needed'improvemt The hardships that would be caused if the variance is not granted are inherent��n the 5. Can you make reasonable use of your property without the variance. NOR, We can exist in the house as it now stands, or rent it to a couple. But the granting of a variance would enable us to make it more liveable and provide the incentive to invest in repairs and home improvements (to the present structure). Such investments would tend to upgrade the house and neighborhood as the home viould be more in line with the larger and more modern homes in the area. PAGE 1 of VICINITY SKETCii t•�b� "�� 1'78 1967 sketch of property by Pioneer National Title Insurance Company. Apparently the -house is closer to the north the Vicinity property line, as shown in the attla ed second page of Sketch. I I I i• i � This sketch shows location and boundaries of the d theoa rty covered by th'e mortga an approximate general o ato, identified in Schedule A of policy', Z 23D improvements as appears on inspection without actual survey and measurements of t — d /� pg P'/ c I! a u) or. improvements: The` street" number.�of said property is g �O 4 `:,WTI Co. 2. .My __._.. ...__ der R p PAGE 2 of VICINITY SKETCH Apparently the house is closer to the north property line than originally supposed, as shown in this Vicinity Sketch. i I I i I � i , r t I fl 1I 3 / r i ,i 11, 1 j t j y I .I 3 sketch shown location and boundaries of the property covered by the mortE;a This and -the approxirnat� general locatioi t identified in Schedule A of policy mentd as appears on inspection without actual survey and rrie.asureinents of improve improvements. The street number of said property is WTI Co. 2 althea YeaPer L) .,: •:`: ' ...'. — of. � ch --L-J Page --3 -o 7, Q 6 7 Pj). A 0 j.4 Jv.0 L. rx r Li4l'.; iz I-! t o Iku IA 1 0 ... ........ loop .............. . . T o P MCI "ov M � • STREET FILE 744 Walnut Edmonds, Washington 98020 R EC ,` October 31, 1980 I J k"o 0 C i 311980 a C T 3-1 1980. Dir. u: Dir. Of Public Works Mr. James Adams Edmonds City Engineer 250 5th Avenue N. Edmonds, Washington 98020� Dear Mr. Adams, I would like to request .your, ap�l5=f6' jointly used 4" sanitary drain line across�185.s'�phympic;?View Dr ethe property of Dr. W. Yeager. r-��•', The topography of the two water front lots is such that the normal sanitary hook-up for 18500 (new construction) would require a'pump system in addi- tion to excavating 22' through a paved street to the primary sewer line invert. On the other hand, crossing the adjacent and lower neighbors property would be a simple and ideal gravity flow system. When the 1968 sewer L.I.D. line was installed around Dr. Yeager's east and south property lines, his 4" private line was professionally installed adjacent to my property line. A 4 x 4" "Y" was tm installed with a view to possible combined use where the line has a straight 1016 grade drop to a 6" Tee to the primary sewer line. Mr. Roberts and Mr. Franklin have both visited the site and recommended this proposal. I would install a back flow check valve on Dr. Yeager's side of the 4" "Y" stub. The 56' of 4" line would easily carry our combined use require- ments with additional ease due to the straight line section directly to the 6" invert. According to the Uniform Plumbing Code our new home has 26 equivalent fixture units and will be used by two adults with a temporary live at home college student. Dr. Yeager's home is a smaller home with two adults with only land 1/2 baths. Upon your approval I will deliver a signed easement and common use/mainten- ance agreement between myself and Dr. Yeager. I appreciate your considera- tion for this proposal involving my personal property. Sincerely, James A. Smith Blueprint Homes, Inc. CHAPTER 18.60 STREET RIGHT-OF-WAY CONSTRUCTION PERMITS �� 18.60.000 PERMITS A. Required.- A permit is required for any excavation, construction or other invasion of city rights -of -way by any person. City rights -of -way include all easements, licenses or other rights of entry owned by the City. B. Application. A plan and profile, showing proposed construction, existing improvements, and proposed method of final site restoration, shall accompany the application. C. Filing Fee. Fees for permits shall be.as set in Chapter 15.00. 18.60.010 REPAVING Final restoration of an open cut shall be accomplished at the discretion and direction of the Public Works Director. The Public Works Director shall have the option of directing the final surface restoration to be accomplished by the City or he may waive the City restoration requirement for special projects where the type of work eliminates the need for City patching requirements. The Public Works Director will issue a current rate schedule to the contractor for City patching costs, which schedule shall be a part of the permit application. 'PO 125 11 0 CHAPTER 18.70 STREET USE PERMITS 18.70.000 PERMIT REQUIRED No person shall use any public place, for private purposes, without a permit from the Public Works Director. To use means to construct, erect or maintain in, on, over, or under any public place, any sign, building extension, staging, swinging scaffold, clock or any other thing or structure; to use or occupy any parking strip or roadway. 18.70.010 EXEMPTIONS This chapter does not apply to noncommercial uses in areas zoned residential and not involving buildings or other structures (excluding fences). However, these uses shall have no vested rights of use, and any such use shall be removed upon order of the City of Edmonds. This chapter also does not apply to street maintenance work performed by the City, street or sewer installation and improve- ment work authorized by permit or ordinance, or street improvement projects. 18.70.020 APPLICATION Applications shall contain the following in addition to that required in Chapter 18.00: A. Use. The use to be made of the public place�by the applicant; B. Ownership. Evidence showing the applicant to be the record owner of the property adjoining the public place. 18.70.030 REVIEW A. Architectural Design Board. Any application for a permit to construct, erect or maintain an awning, marquee, sign or any structure in a public place shall be sent by the City Engineer to the Architectural Design Board. The Board shall review the plans and specifications as they relate to Chapter 20.10. B. Issuance by Public Works Director. The Public Works Director may approve a street use permit i f : 1. The proposed use will not protrude into or over any portion of the public place open to vehicle or pedestrian travel; 2. The Architectural Design Board has approved the proposal; 3. The proposal will not interfere with the rights of the public; 4. That the proposal is in the public interest, safety and convenience. Permits for signs are.not included in this subsection. 126 cp 1p C-7 tN irj -a 4� i� P ob ro gi 0 td tij z 4 I 1 p Z d Qa7 'i a o-2 w C j it �t G��1 bn b g °w E-4 OD _ 40 Q M �•tl ~ t• r. r�. � �• I• II ~ w b i3 sV _ . o z a 1; Z LU Vi d LU U. Oi ++i F o m°0 mo d A CO flS: Ca W 000 D U i f W® au v do a d� z Fz Li w H q a p ° ° o 0 0 0 0 z z z z z z F P U o a' a°z z°z z korl 1 0 c _ . � .. .f .. � � '�'�' _,'„ � �2' a � ti, '� �+ , k � yy �.. ;'3'.•,}'�i-.r ��,° �9 ..r.. tyi � �'��v � i ��,: . F. , oa FIELD REPORT ■fir ii all .f199I� C..l A ... .... tAff -HONG WEST Lynnwood, WA 98036 Job No. iSoYS' Page No. 2 Tel. 206-774•0106 Report No. Date & ASSOCIATES, INC. Fax. 206-775-7506 Z S 20 � Project Name Location or Address Day of the Week e� f es�.�a�t �� /soy of .�, �� tJ;.z✓ 0605 Own r No. Weather Temp. (OF) 1 ,-Ar• W,lie l� Yee-� �/Permit C/"JJx 0 Client Client Rep. HWA Kroject Engineer /-Ar. e ? ✓ 2N Contractor Contractor Rep. HWA Field Rep. Te- WE NOTED THE FOLLOWING: (Contractor Activities, HWA Activities, Outstanding Issues, Resolutions) -<' V J'5'-�ej rG 'f 5"le t4 > ,( �c°5Ne'S o // // 1 / �So• ivi, /�,i+n,S a/ohq a �/v�u5ed ('vcoeerz LJ../� u�sh� d�7�, iJ� c�, !•/� be ve-1 d a1' 7-ZC SoHf1e1,11-,.,nsr po;nt -I' Ae vreo �r.'✓�iJ<�r. 1 un��ls lofle'ly Lj.// f'e ap,,rvx A112. 7-1e. Se;ls n/s- jG«° plJOoSJ ly� a(ea- t fyeFe/z oe, 'vn� te`� ybid/l✓�� 1r A /OHSiSi' o� i7a�.+/t, �eJii... �a�.,§.' /I�dli� 7t dt2H.$e .sdvrc/ %j, 04f>,jinc, O ✓. Te"t ' s� 1. e% % /d Je lo•�SI,,-e�r� t' fv (- v S ou 9p ,,J.�� 7�� i�y7ie<.� /ve%✓� dH,,'/ y�r/9S �eo�r�hH.�../ /epola' �,✓ tG.r yl�;cc7`, � oar ov%�.-�.,, � /�</ram-ram ro�s�+r�./r✓ �S (�'Ip✓++a��r+dc� ,J;/� 9ro✓;.�r Sa.,'y<�/r S;.o�+a/� {of 7��C �r:��J<�, S�oPP. e ipeo4k&rr S�ok�� i�� f- a- �f�;h<ce SY f)e»-r J3,eAikJ 7,, e toe ecri (ocE'S li�.�r✓�✓ �J oh r4 lon�Y,'oNS v�ser✓e� f/ft�<f..t1� Pee - '5n�i'e is ohfi jsA-. ro dr..;kN tier7Afm*� 1AC S<.-J'J "f"'o /L Itac�+;�t dfaiNciI rj'' lJ �lc�lC of %e .71'' e SAoJc/J 4< c J-letle) 7y 4/r' A.,SL4<✓t- We /ry teroh.--e-/ ./l Tor fNC r- X syn g-ii, Wh?/e a efev.o✓s -!r4e / 4e.sd J /� . �Gl<f•YJ C sue' F�1�✓c' / l or i`hr Y/��SS /cayol� ` ,t ! �i►.Y �j ) f in//,atl�� ,.�c '✓ �isILl- 2�+ 6f ",-1 446t It (e41/1- i -1!a 7►4.' 141.$ alt-L i5 «� gra ;sa.+, S•leee So es 'nof -to - /;,fell A40d Op Copies To: White: Fier Yellow: AA ep L-V Signed: I 11/93 Pink: r-A�• Xe"5�'l Reviewed: �� Horton Dennis & Associates, Inc. DA Consulting Engineers, Planners & Surveyors November 4, 1996 Mr. Walter Yeager 806 - 9th Avenue. S. Edmonds, WA 98020 RE: DRIVEWAY GRADE VERIFICATION Dear Mr. Yeager: At your request, Horton Dennis & Associates, Inc. (HDA) checked the subgrade grades along the driveway at your new residence at 81 504 Olympic View Drive in Edmonds on November 4, 1996. The grade checks where taken at 50 foot intervals from the edge of the existing driveway to the catch basin at the entrance to the garage and checks were made at 25 foot intervals along the curve. The grade is verified as follows: Sta. 0+00 (edge of existing asphalt driveway) to Sta. 50+00 = 19.2% Sta. 50+00 to 100+00 = 19.3% Sta. 100+00 to 125+00 = 18.7% Sta. 125+00 to 150+00 = 18.6% Sta. 150+00 to 175+00 = 20.0% Sta. 175+00 to 1+89 (catch basin at garage) = 13.2% Average driveway grade - top to bottom = 18.6% If we may be of further service, please give us a call. Yours very truly, HORTON DENNIS & ASSOCIATES, INC. Michael G. Mickiewicz, P.L.S. Principal Surveyor PRC:vg:yeagcr.noa 320 Second Avenue South, Kirkland, Washington 98033, Phone (206) 822-2525, Fax (206) 822-8758 Kirkland • Wenatchee • Burien (7", STREET FILE USE PERMIT CITY OF EDMONDS ZONE NUMBER CONSTRUCTION PERMIT APPLICATION JOB SUITE/APT a OWNER NARIE)NAME OF BUSINESS ADDRESS /^D lJ LTM 1 g�_ LEGAL DESCRIPTION CHECK SUBDIVISION N0. LID NO. w MAILING ADDRESS GLyq(c, J, Fa,� � PUBLIC RIGHT OF' WAY PER OFFICIAL STREET MAP. TESCP Approved O CITY ZIP TELEPHONE NUMBER RW Permit Required ❑ ,r ^ �� -.-1+ _ ^ -Lie)— EXISTING REQUIRED DEDICATION Street Use Permit Req'd ❑ - A `-� `� PROPOSED Inspection Required O NAME CPrI^i Sidewalk Required ❑ L9 REMARKS w uj w ADDRESS Z U (7 33 �,r�ns Pr �e Z w a CITY ZIP TELEPHONE NUMBER NAME ENGINEERING MEMO DATED r ti R VIEW BY ¢ ADDRESS UMETER SIZE BUILDING SUPPLY SIZE NO. T S CITY ZIP TELEPHONE NUMBER w 2 p i ,' REMARKS. 3 O STATE LICENSE NUMBER ?, EXPIRATION DATE ADS NO. Legal Description Of Property - inciUde'all Bastin entS : AL ED. PROPOSED' EXEMPT SHORELINE a O a U A VOR CU G REVIEW DATE I -AO a S ACK$ FEET H CJERAGE _ Property-,, F NT "SI E .,REAR Z /�� l`4"Z C} GC�6 Tax Account , Parcel No. �..QQZ.-! dCC.`diG> a NEW RESIDENTIAL . PLUM, G ADDITION El COMMERCIAL ME* ^ 7 REMODEL a APT. BLDG. E SIG aGRADING. CH KE ]TYPE OF, CONST TION CODE— l HEIGHT REPAIR CYO x_ F� /PLG(]/ WOODSTOVE sWIM P OCCUPANT ® DEMOLISH INSERT' HOT TUB/SPA SPECIA - 8PECTOR; AREA OCCUPANCY REQUIRED GROUP LOAD GARAGE RETAINING WALV 13 YES CARPORT CTROCKERY EWAL R MARKS 0 (TYPE OF USE. BUSINESS OR ACTIVITY)1XRLAIN PROGRESS: INSPECTIONS PER UBC 305 Z _ J W NUMBER NUMBER OF CRITICAL,. - - - O OF DWELLING . - �� "'1'" - AREAS - C STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE (ATTACH,`P1�LOT, PLAN)e -FINAL,.INSPECTION REQUIRED },, ♦.. -S. } t Oft i na � "�� •" �i j VALUATION FEE ` PLAN CHECK FEE BUILDING y� HEAT SOURCE: ...GLAZING 7 PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private property ONLY. GRADINGWILL Any construction on the public domain (curt:s, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work is Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE $ successors in Interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, Its officials, g employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the Issuance of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT modify, waive or reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the Information given is correct; and that I am the owner, or the duly ATTENTION authorized agent of the owner. 1 agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz. AUTHORIZES ed thereby, no person will be employed in violation of the Labor ONLY THE Code of the State of Washington relating to Workmen's Compensa• WORK NOTED 1 -151/// �,3 ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. ..'a, INSPECTION DEPARTMENT CITY OF EDMONDS CALL FOR INSPECTION 771-0220 APPLICATION APPROVAL This application is not a permit until signed by the Building Official or his/her Deputy; and fees are paid, and receipt is acknowledged in space provided. OFFICIAL'S SIGNATURE DATE RELEASED BY: DATE ORIGINAL — File YELLOW — Inspector PINK — Owner GOLD — Assessor ZWITIH ,,,:�N� STREET FILE PERM'r COUNTER I vaw Cl--- Hew LU r _r ( / %� \ \ M=w I �T- f-?.eootvA-ffor,) n % 419'PT STREET FILE CITY OF EDMONDS USE PERMIT ZONE NUMBER CONSTRUCTION PERMIT APPLICATION JOB & SUITE/APT# ADDRESS L OWNER NAME/NAME OF BUSINESS I,>; A �f, Yf_7-,4k LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. w o MAILING ADDRESS I8SG1+ Oby API C.; -�Iko� �1��. . 5 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. TESCP Approved O CITY ZIP ELEPHONE NUMBER RW Permit Required O � `'�,,�` J "CIZG T-114-9-V14- EXISTING REQUIRED DEDICATION �t19� $creel Use Permil Req'd OPMD PROPOSED-Cr3 Inspection Required l7 NAME ^ l N I'\( "'ill Sidewalk Required C7 REMARKS cr w w ADDRESS r u.G . Wj 1Z'i U �rj - Z W CITY ZIP TELEPHONE NUMBER f �. -TotJ �13iz. 3��-2c,,�, NAME `T ,4ALI- p, ENGINEERING MEMO DATED REVIEW BY cr ADDRESS VMET I CITY ZIP TELEPHONE NUMBER¢ ZE BUILDING SUS' LY SIZE NO. OF FIXTURES cc 0 ltl AR 3 STATE LICENSE NUMBER EXPIRATION DATE SIGN AREA S REVIEW ADB NO. Legal Description Of Property - include aal!'easementS ';(.` ALLOWED PROPOSED LET EXEMPT 13 VI�GJ SHORELINE M OZ a LOT �1�a� _ `M 1' F-►�I`V uv�.S .7.C!"pp� Tilh� C) Lt, VARIANCE EX '0 ` N OR CU NNING REVIE DATE W 0 a SETBACKS E H COVERAGE Z w .j 12 Property. 34•(p' �`: �I �A� FRON DE REAR REMA Z Z g Tax Account Parcel No.Vsv 4 a Z tb-z�f ® ' NEW---", * Lic V RESIDENTIAL % PLUMBING ADDITION COMMERCIAL MECHANICAL 1-1 a APT. BLDG , .4 REMODEL .SIGN pppppppp NCE REPAIR CYOS �. CHECKED BY O, S wCTIONO IGHT •. DEMOLISH WSEFIT OVE SWIM:P a INSERT,: HOTT SPA 1' SPECIAL INSPECT EA.: ' OCCU ANCY OCCUPANT KA GARAGE RETAINING WAL ? E`ROCKERY RENY EOUIRMMkb,GR S MAR LOAD L ; YPE F US IT BUSINESS OWACCTIVITY) EXPLAI RO.. E INSPECT PER UBC 305 9 S/ /va NUMBER NUMBER. OF ITICAL;0 m W OF.�,�� /J� STORIES 4 1UNITS DWELL1N6. O�� '::• NUMBER • v' DESCRIBE WORK TO BE DONE (ATTACH PLOT,PLAN), ` F.INAL INIPECAN REOUIRED C�NST�IIC j �� 1�Ol,I,�, _ • • VALUATION FEE PLAN CHECK F9111111. HEAT SOURCE: GLA G BUILDING ' D/e PLUMBING Plan Check No. MECHANICAL This Permit covers work to be done on private property ONLY. dRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work IS Started Within 180 Days STORM DRAINAGE FEE "Applicant, on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE �f0 y successors in interest, agrees to Indemnify, defend and hold J harmless the City of Edmonds, Washington, its officials, s employees, and agents from any and all claims for damages of swhatever nature, arising directly or indirectly from the Issuance PLAN CHECK DEPOSIT ��,�,� I of this permit. Issuance of this permit shall not be deemed to omodify, waive or reduce any requirement of any city ordinance s nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz• AUTHORIZES This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building Official or his/her Code of the State of Washington relating to Workmen's Compensa• WORK NOTED Deputy; and fees are paid, and receipt is ti n Insurance. INSPECTION acknowledged in space provided. SIGNAT IOW ♦jR OR AGENT) GATE StNE 77 DEPARTMENT TY OF OFFICIAL'S SIGNATURE DATE EDMONDS ATTENTION CALL FOR RELEASED BY: DATE INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE 771-0220 UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK — Owner GOLD — Assessor CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS Ial06 S IMilk WC • WAR M ay1EAR MAILING ADDRESS 1'As dy ot,jmptc utrp.w j)atuf_ F_'D✓N NU 5 9SOzu -7-I`t 9z-I4 NAME _W A 1 CT CAtrJ w ADDRESS [! P LANU5 POINT ROADI"'W 38 3 9 CITY ZIP TELEPHONE NUMBER DDRESS ZO PERMIT ZDNE� NUMBER 95oaJ..c S-/- JOB ADDRESS 5WO4 �i/ N/ "01 e , 1 SUIT Q0- .EGAL DESCRIPTION CHECK SUBDIVISION NO. LIO NO PUBLIC RIGHT OF WAY PER OFFICIAL STREET AP. TESCP Approved O RW Permit Required ❑ EXISTING REQUIRED DEDICATION' Street Use Permit Req'd ❑ PROPOSED��1 QG Inspection Required Sidewalk Required ❑ SI UTEP ZE LINE �jE NO. FIXTURES YESJV NO ❑ C y ZIP I TEL PHONE NUMBER \ Z ")y FIRE MEMO DATE! ST.AT.E.LICENSE.NUMQF.8. (I! EXPIRATION DATE SIGN Legal Description of Property - include 0 a ents ALLOWED A VtRuU o L oT 13 t31.00K 8 Evert 0 A n's V OL 3 , OF P1 -T S, 4GYA. 76 R "OetIDS OF TvCaaTlac VARIANCE PR C SNOE1p.M� H COVwt WASH. 1t D GCW'V vK T�G't�1�l.tiwrTH oR1wN 5 aA N AST ccoR v> rtiL Tb P"t I oTr►2 LVT21 �ks CrVOL i INA TA G tA • SETBACK, Properly 2 lL 6 �'� .n 13 - LVy) (e < O N j„ L, p,to, Tax Account Parcel No. $'6 $b - OOZ- 002. -q10. FRONT REMARKS ® ` -••MNExVjltl' RESIDENTIAL ADDITION COMMERCIAL / `• / PLUMBING ® MECHANICAL REMODEL APT. BLDG. SIGN CHECKED) GR NCE FEL_x__FT) REPAIR CYO& E DEMOLS'F�+ INSERT ® SWIM POOL HOT TUB/SPA SPECIAL It REQUIRED '6AFIPW 1:1ROCKERY WALL/ ® GARAGE RETAINING RENEWAL :A,E{vIARKS (TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN: PROOF R tS l'Dttn/C Tt. • NUMBER 2 OF 1-F,ti� STORIES NUMBER OF DWELLING 1 N� UNITS CRITICAL AREAS NUMBE _"? LN�i JW DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) I ^i AREA SEPA REVIEW PROPOSED COMPLETE 1EXEMPT`/ EXP U P I €VIEW BY FEET HEIGHT LOT ) SIDE REAR -.A ~%� s I )TOR I AHtA! / .�eL ❑YES 1254hjz Zi Ab .�. 5 INSPECTIONS PER UBC 305 wrey f&p# Y. ACVW n 1, FINAL INSPECTION REQUIRED • D� PLAN. CHECK FEE 7_5 HEAT SOURCE: GLAZING BWILDING pZ, o/d PLUMBING Plan Check No. MECHANICAL- ZZ This Permit covers work to be done on private property ONLY. GRADING/FILL•- Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. STATE SURCHARGE Permit Application: 180 Days y► Permit Limit:1 Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE ENO. INSPECTION FEE ' l 3 V "Applicant, on. behalf of his or her spouse, heirs, assigns and successors in interest, agrees to Indemnify, defend and hold harmless the City of Edmonds, Washington, Its officials, employees, and agents from any and all claims for damages of PLAN CHECK DEPOSIT ter. whatever nature, arising directly or indirectly from the Issuance of this pefm•it. Issuance. of this permit shall not be deemed to modify, w ive or reduce any requirement of any city ordinance nor limit Ih any way the Clty's ability to enforce 4n ordinance provision." - (; TOTAL AMOUNT DUE i! JREVIEWED BY A,�REVIEWED BY A NO. SSH RELINEEATE ov� Lh a 101 G CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF BUSINESS Q • WAL'T� t^n a ,ACC F tZ • Z MAILING ADDRESS 3 ISS04 OL. inn t L tti%lCK► ��tVlt O CITY ZIP TELEPHONE NUMBER t! DM ONO S C{ facn.o NAME W A l I A c-V- C-i I ,n! w ADDRESS py(VOiI'N �S &!2?11 RL.,ANDS (^'T � 3TY ZIP TELEPHONE NUMBER .. ,•'(3R iz��rt'ton! 9$3t2. 3'1'j-2(�6fo NAME ry 0/4*0" 0 0 Y ZIP TE PHONE NUMBER z naw 9�osP a & g - ?,Z&/ 4TE LICENSE NUMBER EXPIRATION DATE 3 g5A1=r -)w x* n:7,7x & scam- 9� �al Description of Property - include all easements 3 4io -66-,L -U 13 - o co (- S(o 5'16 -O OZ - 001. - O 1 Oq Pioperty q 3 y �o - o o-z - o III,- o00 6 Tax Account �.r Parcel No. Slash- 00't. aOZ--olo. NEW RESIDENTIAL PLUMBING ADDITION COMMERCIAL MECHANICAL 11 13 APT. BLDG. REMODEL SIGN a GRADING FENCE REPAIR CYDS. II_x_FT) DEMOLISH WOODSTOVE SWIM POOL INSERT HOT TUB/SPA EEl GARAGE RETAINING WALL/ am; CARPORT ROCKERY RENEWAL 8H O (TYPEDF U1SE.2USINESS OR ACTIVITY) EXPLAIN: NUMBER / NUMBER OF ^., CRITICAL//�0 STORIES / DWELLING / e, AREAS g STORIES / UNITSy� • INUMBER7-5 DESCRIBE WORK TO BE DONE (ATTACH PLOTrN) USE ZONE PERMIT %? s— NUMBER ADDRESS 8so ZI 641)"rrr 95a;di, I SUITE/APT It .EQUAL DESCRIPTION CHECK SUBDIVISION NO. PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING REQUIRED DEDICATION PROPOSED METER SIZE LINE SIZE I NO. OF FIXTURES TESCP Approved - ❑ RW Permit Required ❑ Street Use Permit Req•d ❑ Inspection Requited ❑ Sidewalk Required ❑ W PRV REQUIRED a YES ❑ NO ❑ 3 0 9 o! W Z #--: LING MEMO DATED REVIEWED Co '.r. SIGN AREA SEPA REVIEW ADB O. ALLOWED PROPOSED COMPLETE EXEMPT SHORELINE N EXP VARIANCE OR CU PLANNING REVIEW BY DATE SETB6p"—FEET HEIGHT I LOT COVERAGE F." SIDE REAR REMARKS CHECKED BY TYPE OF CONSTRUCTION. �QLMD CODE % l OCCUPANT GR / OCCUPANT SPECIAL INSPECTOR AREA REQUIRED ❑ YES I LOAD MARKS O PROGRESS INSPECTIONS PER UBC 305 9 s m LFI'N:A:L:1:N:S:FPECTION REQUIRED VALUATION PLAN CHECK FEE BUILDING • HEAT SOURCE: �+�T7•i` a D' GLAZING p� � 1 � N O IN) Plan Check No. MECHANICAL GRADINGIFILL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewPiks, driveways r6rquees, etc.) will require. separate permission. STATE SURCHARGE Permit Application: 180 Days Permit Limit: 1 Year - Provided Work is Started Within 180 Days STORM DRAINAGE FEE a J m i "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the Issuance of this Issuance of this permit shall not be deemed to ENO. INSPECTION FEE PLAN CHECK DEPOSIT c i permit. modify, waive or reduce any requirement of any city ordinance nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I h d hi li tl • th th I hereby acknowledge that ave rea t s Opp ca on, at a information given is correct; and that I am the owner, or'the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT This application is not a permit until state laws regulating construction; and in doing the work authoriz• AUTHORIZES THE signed by the Building Official or his/her ed thereby, no person will be employed in violation of the Labor ONLY Code of the State of Washington relating to Workmen's Compensa• WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance and RCW 18.27. INSPECTION acknowledged in space provided. SIGNATURE (OWNER OR AGENT) DATE SIGNED DEPARTMENT riY� I 301.9� CITY OF URE DATE - U� . EDMONDS v ATTENTION CALL FOR INSPECTION ELEA DATE IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR wwo 771O11 ORIGINAL - File YELLOW - Inspector A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC CHAPTER 3. PINK - Owner GOLD - Assessor a',` 1qi a 'Y, .. C,i F 4 O . •s� 5F � 1 '4lY,r .. 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P ED AS NOTED Sch 40 PVC ' °b 2�Ura. 3 9� sa 3 t ® fl CALL 77 0235 = SCALE: 5 (ASTM D3034) ({l��l��D. �� REGISTERED APPRovEdaY: aRi�wHwa�� u° ' j 2 1154 ARCHITECT ei iy l - r { DATE: A v WALLACE GAIN f , x• ' - ' EXPIRES 9 i'Ol i STATE OF WASHING T.� T PRAw �Na M(/yt�lMyf�Qgi�pp? ocal CLEARPRINT X SO � - ' PAINTED ON N0. l• _ „ J 1 9�� RT��Tmy� ��♦ �� T�"r "��1 �� ,1 r *�.� • LEGAL DESCRIPTION LOT 3, BLOCK B, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. TOGETHER WITH VACATED OCEAN AVENUE ADJACENT THERETO. ALSO, THAT PORTION OF LOT 2, BLOCK 2, SEAURST, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 90, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH LINE OF SAID LOT 2, 103.95 FEET EAST OF THE SOUTHWEST CORNER THEREOF; THENCE N 62'?13'00" W, A DISTANCE OF 69.00 FEET; THENCE N 7545'00" W. A DISTANCE OF 18.02 FEET TO A POINT ON THE WEST LINE THEREOF 45.00 FEET DISTANT FROM THE SOUTHWEST CORNER THEREOF; THENCE SOUTHERLY, ALONG SAID WESTERLY LINE, A DISTANCE OF 45.00 FEET TO THE POINT OF BEGINNING. NOTES THIS MAP WAS PREPARED WITHOUT BENEFIT OF A CURRENT TITLE REPORT FOR THE PROPERTY AND AS SUCH DOES NOT PURPORT TO REFLECT ALL EASEMENTS OR ENCUMBRANCES AFFECTING THE PROPERTY. LOCATION OF UTILITIES SHOWN HEREON IS APPROXIMATE ONLY. INTERESTED PARTIES SHOULD CONTACT THE PURVEYORS OF ALL UTILITIES TO ASCERTAIN THE LOCATION OF ALL UTILITIES PROVIDING SERVICE THE PROPERTY. TREE LEGEND _ - N 86'12'40" W 197.95' �- AP = APPLE TREE / 1---.J - — A J T 1 S. / O R = .8' T = 88' 5050 L = 176.78' V O I , JP r, 00 / r� AL = ALDER TREE / CE = CEDAR TREE CH = CHERRY TREE CO = COTTONWOOD TREE DO = DOGWOOD TREE FIR FIR TREE HE HEMLOCK TREE ' o / �,► '� �oGP�ON� �- HO = HOLLY TREE o g / �0�' / d NIP. SET IRON ,PIN<PQP '� MA = MADRONA TREE 1 � , coQ- w/CAP NO'P VSE / MP = MAPLE TREE �, ._7543'44.. Ross/Z29�9 G �`0 r PI = PINE TREE O \ r8 0 W 6gN J VM = VINE MAPLE TREE WI = WILLOW TREE ,boo �N°L NIP PO = POPLAR TREE 6 ` / N HA = HAWTHORN TREE / °,85 62 RE = REDWOOD TREE �o SCE PROx _ SPRUCE TREE 4P. TOP OF BANK �� • �' 6 .669 g �\ BI BIRCH 'y / s p SEX. CYCLONE FENCo OAK = OAK TREE E' 1 ! / 9 .00' rn ti P 0, U' cc)�g �6 a a• I gS (xl10' 5 17 SET IRON PIN 0 6)10 W�CAP NO'� �^�O e I• �✓ O, 1 gg\6 F8 NO h° •tihlb'\ tVC'� �� . / � 1� tk5 1y2•y1 100 °05 / 0 / \1 4- -51 I 1 Ncg 05 1 N TOP = 154.70 a INV = 141.46-8" N. / ,�? pP F ti / �. �s f :A5°9 / Q � g� N j 0�,0°I650 \ WOODEN / g' TEPS �2 •,•. r Lg 05 fro �> p 1 r SHED / CNN Z� 30, I 3p. 350.95' 153.00' I/ I J � _+ _M /^ M N T CO _o i N Z Z co robc \y�• ISTING AS HALTI 0 CRETE PAYPENT °$\yg• 147.73' - - 31.23' - r 147.65' 31.86' SET NAIL. WIT" FCASFIER NO'I7 224q(n1q O FOUND IRON PIN 1.0'± k �S8 WEST OF PROP. CaRNER. 22 / 71� EX. M H TOP = 154.70 a INV = 141 46-8"N. cn �'/l\ N J 5 1 1� EXISTING STORM AND/OR SANITARY SEWER EASE EN �O g / (A.F. N0. 1964445) \081 Og• 07y NO- \2 ��9 EXISTING ROCKERY / 5 / L EXISTING BRICK WALK AND STAIRS \ j o 0SET 2"x O"WIJITE WOOD STAKE W ITACK ON LINE. �� •\\ 12 co O EX. MP TOP 12Co.G7 INV. 120. SGi r DJNAO 1 EXISTING STORM AND/OR SANITARY SEWER EASEMENT aN (A.F. NO. 1964445) ' 4- NP FOUND EX. I ROW PIN No W ITW CAP NOV 13045 w o � A ` / A V O r K \J 0 I r 0-1 1— G--, 1 J -1J , a'- � � �J 3 0 A r r C) o �A� o �o C�. TOPOGRAPHY SURVEY FOR �J WALTER YEAGER 711 IN SW1 /4',NE1 /4 OF SECTION. 13,T.27N.,R.3 E.AM ' CITY OF EDMONDS SNOHOMISH COUNTY, WASHINGTON EMULovell—Sauerland & Associates, Inc. Engineers/Surveyors/Planners/Development Consultants 19400 33rd Avenue W., Suite 200 • Lynnwood, WA 98036 • (206)775-1591 • (206)340-0830 / I DRAWN CHECKED DATE F.B. SCALE FILE7N0. '•f" ">''' J.T.T. 9-10-93 345 & D.C. 1"=20' 93--3121 vo