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19125-19129 OLYMPIC VIEW DR.pdfCITY OF EDMONDS 250.5th North EDMONDS, WASHINGTON 98020 DEPARTMENT: SUBJECT I REPLY HE. DATE Oda, lto) Anr)Srw..,,) rn r 5 �)-7,q T ClTYAW EDMUNDS DATE S FILE SUBDIVIS ON APPLICATION Rey •• D i; {[� FEE $ c30et7t� Rec't ll,f 3 _ Lot -Line Adjustment $10 IF'IA ` u,-i 979 APO'S_�/fITLE REPORTS _Short Subdivision - 4 lots or less; $10 er 11ot. LEGALS: [fir. Ui Fubuc lNorl Ex ing Proposed Subdivision - 5 lots or more; fee is $8 per lot, MAP RADING PLA.\....: or .0005 per square foot of lot area 1 in the Plat, whichever is greater. ENV.ASSESS. CK'LIST; .. Minimum fee is $50. This fee is app- E A FEE R $ ec t �Ic�l 33 licable to both preliminary and final (Determined by )"' plat submissions. IN -LIEU PARK FEE $ HEARING DATE SET: _9-Iy'��� Rec't # t 19129 Olympic View Dr. APPLICANTAlbert and Melanie Boosman Address Edmonds, WA 98020 Phone- 774-0.126 Indicate type or degree of interestinthe property Owners i OWNER Address Phone q (If'other -than applicant) jj 1. REQUEST THAT.THE FOLLOWING DESCRIBED PROPERTY BE DIVIDED INTO 3 -LOTS. ' Location of property 19125`-19129 Olympic View Dr., Edmonds, WA 98020 Legal, Description of entire property ALL of Tract 82; EXCEPT the north 39.00 feet of th, west 150.00 feet thereof; ALSO the east 150.00 feet.of the south half of Tract 81;'all 'in Edmonds Sea View Tracts, accordin to the plat recorded in Volume of Plats page 9 p 3 , P i 76, records of Snohomish County, Washington. To be completed by Planning Division: Use Zone 'S -( Quarter Section ; 2. MODIFICATION OR VARIANCE OF REQUIREMENTS Applicant requests that the Planning Commission consider the following modifications: Applicant requests that the Board of Adjustment hear a variance for the following: IJ 7' variance to allow 73' lot width/ 1.5' variance to allow 8.5' side yard setback/ 0.01 ratio variance to allow 0.39 lot dimension ratio. j CERTIFICATION: I do hereby certify that I own the above legally described property, and 1 j$ further, that all contiguous property which I own, which has not received a previous sub- ; division approval, is included herein. y. I further certify that the attached list contains names, addresses and zip codes of all i property owners within 80 feet of the subdivision as recorded with the County Assessor. I understand that street dedications may be requi-red in conforms'nce with the Official Street Plan of the City of Edmonds. 6� J/1 Signa�-rolperty Uwner t LlI t� LUHUHU�) ► LLI HAHL Ulwi t buUdivision 1, ENVIRONML-.'CAL ASSESSMENT DA.L' SUBMITTED The information on this form will be used to determine the effect of your action upon the environment of ,the City of Edmonds. Please answer each question as thoroughly as possible. 1..LAND Alderwood gravelly 1 Area 43650 sq. ft. Soils Type sandy loam 'tations None Description of topography (`/slope) Varies from 10"/° to 30% NOTE: If grading or filling will exceed 500 cubic yards a gradinc, Grading: Estimated cubic yards 330 and filling plan must be sub - Filling: Estimated cubic yards 4o 2 mitted with the application. Estimated area to be paved (including buildings) 30% of total Estimated area in open space (pervious surface) 70"/° of total 2.WATER Stream -Estimated flow (cubic feet -per second) N/A Will stream be altered? N/A If yes, to'what degree? N/A Other water bodies? N/A Impact on storm drainage Minimal Method of handling runoff Storm water detention system Adjacent to shorelines zone? No Within 200 feet of MHHW? No 3.-VEGETATION Type and approximate number of treesDeciduous: 11 trees from 12" to 2611 diameter. Evergreen: 24 trees.from.4" to 28" diameter. Minimum diameter of trees to remain 6" % of trees to be removed 10% Ground cover Deciduous undergrowth and lawn t0 be removed 39"/° Proposed landscaping, if any None 4. EXISTING LAND USE WITHIN 300 FEET RADIUS OF PROPOSED DEVELOPMENT: Single Multi - Vacant Family Family Commercial Other S North X n South X East West X 5." CIRCULATION Estimated increase in auto trips daily 14 11 Metro bus passes property, Snohomish County bus Availability of public transportation 6. AREA OF IMPACT passes 4 mile south. i' Neighborhood Minimal City-wide Minimal Regional None 7. EFFECT ON AIR QUALITY Minimal Minimal 8. CHANGES IN NOISE GENERATION iF y • iP d - ij. i %ttq..( r- v 1 IS PIONEER NATIONAL TITLE INSURANCE MAY 1, 1979 Nhw { c•:' PROPOSED SHORT •PLAT r�'d F-221885 UNIT 2 ktx'ya y y PACIIFIC NORTHWEST ESCROW ,} 4100 200TH S.W. LYNNWOOD, WASHINGTON I GENTLEMEN: `ATTENTION: CAROLYN t v: l.o ,!rTHISIS A CERTIFICATE AS OF APRIL 20, 1979 AT 8:00'A MF+" FOR FILING A SHORT PLAT OF THE FOLLOWING: ( THE,EAST 150 FEET OF THE SOUTH HALF OF LOT 81; AND :LOT 82 ` EXCEPT THE NORTH 39 FEET OF THE WEST 150 FEET THEREOF, FALL IN EDMONDS SEA VIEW TRACTS, ACCORDING { _picf TO PLAT THEREOF {;,r RECORDED IN.VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. 4 • +1„•, THIS COMPANY, CERTIFIES THAT RECORD TITLE IS VESTED'IN ALBERT BOOSMAN AND MELANIE BOOSMAN HUSBAND AND WIFE u`1 AND THAT THE FOLLOWING ARE CONSIDERED ADDITIONAL PARTIES NECESSARY{_: TO EXECUTE THE PROPOSED PLAT: BENEFICIARIES OF DEEDS OF TRUST: WASHINGTON MUTUAL SAVINGS BANK A CORPORATION, s '.�'` ERNA BOOSMAN, AS HER SEPARATE PROPERTY. NO SEARCH MADE AS TO TAXES AND ASSESSMENTS. a , i H d THIS CERTIFICATE DOES NOT PURPORT TO REFLECT A FULL REPORT ' ON CONDITION OF TITLE AND SHALL HAVE NO FORCE OR EFFECT EXCEPT r' S A BASIS FOR THE CERTIFICATE APPLIED FOR. PIONEER NATIONAL TITLEL INSURANCE COMPANY r, SNOHOMISH COUNTY OFFICE r+ tl' 1 i AUTHORIZED SIGNATORY r t i _ A 1 SNOHOMISH COUNTY OFFICE 'Pioneer National Title Insurance Company S.E. Corner Cc,t,y and Pacific P.O. Box 750 Everett, Washington 98206 206 259 4111 Souu, Area 206 743 3621vJ 'ATICan IMPANY ' sHoRr PLAT Fq,--'A1-aERrem&x1v1e e-ommly --Too' —f al 60 0� "I 0—,30 to , "40 01 ,5 c t� 'c-1 Ju 7 - '7 ZO-04 'I '& z 2, 7.5 0 6 X 2, V3 I qt 'ti 1'. —"1>04 437IEF //0 /00 6ARA415 /'00 V0'19'9'7W 105. 0.01 007— 90, > C ku 41 13' OI 0/- KA1,01C WEN DR.ArvNwtT N 0 *19'Z7 "S 4s^,v. P4,;iM4ATI/r /320. 72 i.------------- or cXl5r MaV ZESOPAROAl Y04. 4 OF SORKEYSP6.14 A; I �Pse' I Y10NITY 44AR ]A/ 15E- lAd OF -dq—,rdr 13. 727AI P-4—c- IV Reid, 2V441mer" to DES. DATL,4-Z6.7,q FILE NO. ENGINEERS- SURVEYORS* PLANNERS D"':;R5. 1`8- 79 - 0 1-5 324 Mein St—f - Edmonds, Washington 98020 ICH. ISCALE 1"-40' SHEET , OF , I J/JMfS M. REID Lill LLRAY F. MIDDLETON C. WIIYNE JONES M.LLOYD NELSON N 1 ��'iG�i • f •1��i�Vvrvvw T s yt & QQQC��, INC,. ENGINEERS • SURVEYORS • PLANNERS i 324 Mal- Stf-It • Ed. -di. Wahl-gI.n 98020 + 12061 775.3434 April 26, 1979 i J1 ® f RELUJU NARK File No. 79-015 LEGAL DESCRIPTION FOR SHORT SUBDIVISION FOR ALBERT AND MELANIE BOOSMAN ENTIRE PARCEL , All of Tract 82;'' EXCEPT the north 39.00 feet of the west 150.00feet thereof; ALSO, the east 150.00 feet of the south half of Tract 81;! All in Edmonds Sea View Tracts, according to the plat recorded in Volume 3 of Plats, page 76, records of Snohomish County, Washington. PARCEL A The east 150.00 feet of the south half of Tract 81, Edmonds Sea View Tracts, according to the plat thereof recorded in Volume 3 of Plats, page 76, records of Snohomish County, Washington;." ALSO, that portion of Tract 82 of said Edmonds Sea View Tracts, described as follows: Beginning at the northeast corner of said Tract 82; thence SO°19127"W along the easterly ;line of said Tract 82, a distance of 17.00 feet; thence N89°15123"W parallel with the northerly line of said Tract 82 a dis- tance of 106.75 feet to the north margin of a private road and a point on a , curve whose radial center bears N86°09'13"E a distance of 25.00 feet; thence northerly along a curve to the right through -a central angle of 4°35'24", an arc distance of 2.00 feet to a point of tangency; thence N0'44'37"E, 7.00 feet; thence N89°15'23"W 18.00 feet; thence SO°44'37"W, 7.00 feet to a point of curvature; thence southwesterly along a curve to the right with a radius of 25.00 feet, through a central angle of 90*0010011an arc distance of 39.27 feet to a point; thence NO°19127"E, 40.00 feet to the northerly line of said Tract 82; thence S89°15'23"E along the northerly line of said Tract 82 a distance of 150.00 feet to the northeast corner of said Tract 82 and the point of beginning; TOGETHER WITH a one-half interest in that portion of said Tract 82 described td' as follows: Commencing at the southwest corner of said Tract 82; thence NO°19127"E along the westerly line of said Tract 82 a distance of 73.00 feet to the True Point of Beginning; thence S89.15123"E parallel with the northerly line of said Tract 82 a distance of 224.86 feet; thence NO°44'37"E, 19.00 feet; thence N89'15'23"W, 7.00 feet to a point of curvature; thence north- westerly along a curve to the right with a. radius of 25.00 feet through a central angle of 90°00'00", an arc distance of 39.27 feet to a point of tangency; ` thence NO°44'37"E, 7.00 feet; thence N89,15'23"W, 18.00 feet; thence SO°44'37"W, 7.00 feet to a point of curvature; thence southwesterly along a j curve to the right with .a radius of 25.00 feet through a central angle of 90°00100", an arc distance of 39.27 feet to a point; thence NO°19'27"E, 1.00 foot; thence N89°15'23"W parallel with north line of said Tract 82 a distance of 150.00 feet to the westerly line of said Tract 82; thence SO°19'27"W along said westerly line 20.00 feet to the True Point of Beginning; 1 I Situate in Snohomish County, Washington. PARCEL B That portion of Tract 82, Edmonds Sea View Tracts, according to the plat thereof recorded in Volume 3 of Plats, page 76, records of Snohomish County, Washington, described as follows: Commencing at the northeast corner of said Tract 82; thence SO.19127"W along the easterly line of said Tract 82 a distance of 17.00 feet to the True Point of Beginning; thence continuing SO.19127"W along said easterly line 115.00 feet to the southeast corner of said Tract 82; thence N89.15123"W along the southerly line of said Tract 82 a distance of 113.00 feet; thence NO°19127"E parallel with the westerly line of said Tract 82 a distance of 73.00 feet to the southerly margin of a private road; thence S89.15'23"E L-' i April 26, 1979 File No. 79-015 Page 2 LEGAL DESCRIPTION FOR SHORT SUBDIVISION FOR ALBERT AND MELANIE BOOSMAN (cont.) PARCEL B (cont.) parallel with the northerly line of said Tract 82 a distance of 37.86 feet; thence NO°44'37"E, 19.00 feet; thence N89°15'23"W, 7.00 feet to a point of curvature; thence northwesterly along a curve to the right with a radius of 25.00 feet through a central angle of 85°24'36", an arc distance of 37.27 feet to a point; thence S89°15'23"E parallel with the northerly line of said Tract 82 a distance of 106.75 feet to the easterly line of said Tract 82 and the True Point of Beginning; TOGETHER WITH a one-half interest in that portion of said Tract 82 described as follows: Commencing at the southwest corner of said Tract 82; thence NO°19127"E along the westerly line of said Tract 82 a distance of 73.00 feet to the True Point of Beginning; thence S89°15123"E parallel with the northerly line of said Tract 82 a distance of 224.86 feet; thence NO°44'37"E, 19.00 feet; thence N89°15'23"W, 7.00 feet to a point of curvature; thence north- westerly along a curve to the right with a radius of 25.00 feet through a central angle of 90°00'00", an arc distance of 39.27 feet to a point of tangency; thence N0°44'37"E, 7.00 feet; thence N89°15'23"W, 18.00 feet; thence SO°44'37"W, 7.00 feet to a point of curvature; thence southwesterly along a curve to the right with a radius of 25.00 feet through a central angle of 90*0010011, an arc distance of 39.27 feet to a point; thence NO°19'27"E, 1.00 foot; thence N89°15'23"W parallel with north line of said Tract 82 a distance of 150.00 feet to the westerly line of said Tract 82; thence SO°19'27"W along said westerly line 20.00 feet to the True Point of Beginning; Situate in Snohomish County, Washington. PARCEL C The west 187.00 feet of Tract 82, Edmonds Sea View Tracts, according to the plat thereof recorded in Volume 3 of Plats, page 76, records of Snohomish County, Washington; EXCEPT the north 59.00 feet of the west 187.00 feet thereof; Situate in Snohomish County, Washington. �p,N N. S6'CG LAND 1 .� ft 7 dfS r, 4 ('i� .�. f •'I� f�� '',,' { '1..� '}' I 1 1 „a....,.tl ' r, Lyt s ..r .u, G,A:-z= T_Y 0_F_ E D R4 O r1 D S'.•.,i . Engineering Requirements f-r plats c and Subdivisions NAME: BOOSMAN FILE P10. S-23-79 HEARING DATE: 6/14/79 REn'D REO'D 191 SW and Olympic View Drive PRIOR, TO W/BLDG. BOND VICINITY: YmP RECORDING PEMIT POSTED COMPLETED 1. Right -of -Way 1. k. No right of way dedication required x 2. Paving and Curbs in Public 2. right-of-way: Existing sufficient x �i 3. Turn Around: 3. Required on site for all lots x 4. Sidwalks & Planting Strip: 4. Not required x 5. Access Easements: 20' access easeti5Px.t ) to lots A and and.C, required with 18' jV. pavement x 6. Water Mains: Connection To City 6. required.' 7. Fire Hydrants: (Per Fire Code) 7. x X 8. Sewers or Septic Tanks: 8. k Connection to sanitary sewer required x 9. Drainage: 3-' a. Submit for approval plans and 9. X f. install public storm facilities. b. Submit and obtain approval of site drainage plan per Ord. 1924 x- 10. Utility Easements and Access 10. thereto: X 'E Required for Lots A and B ' E 11. Underground Wiring: To be provide ' in accordance with Ordinance 41387 x Street Lighting shall also be pro- vided with the necessary streetligh standars and underground wiring con- nection. r low �•,t• �i. i- .�•,..� �.�a i �.r",j f ,.� .-i i ! i'� /i !� ! , i^ i !�. r- „� �,• � •h t t �. ..i �i.r, 1„ .,.����. ENGINEERING REQUIRLMENTS FOR PLATS t'ttIOR TO t�j13LL�i.. ls0111) g Pti7D S-�BDIVISIONS RECORDING ''LRr4IT PnSTED COMPLETED 12. Excavation and Grading: Exca- 12. vation and Grading shall conform to the requirements outlined in X 7 Chapter 70 of the Uniform Building 5 Code, 13. Public Improvements Bond (see 13. pag thr e) ll ter required by• �J�5u7.y , 19e1 21 days after hearing 14. Monuments (Per Section 12.10:120) a Locate or install in Olympic View DrIltre Xadjacent t 15. As-Builts: 15. Required r; for all public and private i utilities '11 16. 2.2% Inspection fee 16, x ADDITIONAL REQUIREMENTS & COMMENTS: X s {t a. Approved legals for each lot a. required b.` Approved Plat required showing b. lots, easements, section, town- ; 7� ship & range, etc. X o• All lots to access Olympic View Driv ` J from single driveway. X k3 { d. .Access roadway slope not to exceeddl i• % X e• Centerline profile of all access r6ad from required centerline of public right of way ro parking. CJTY EN , ]EER O_ E O h t PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION The Engineering requirements have been completed and the subdivision can be recorded. Authroized for recording by: Date: k: T � 1{ Y�T.Y„i AA i�..-.1«..j. ri.� ,j. �� ,..1, .;.i ..t°,.x,i, a. -Y. I. -I�.i r ).;, t,.:{. + �. . {° ,}, I �.+• ,i" '-+ 4-1-1- —4-J �)` „., q Y E:?3INEkRIIJG REQUIft) Ml.id'!'S 1'01t r 1"c1 AND SU)11)IVIST s Page Three ENGINEERING ADMI14ISTRATIVE REQUIRE14E1ITS g Section 12.10.060 (B), (4) Edmonds City Code Annl.ic,ation and r e!-.: i'+;l•lic inspection Fee - An inspection fee in the amount of 2.2 percent of thi e�trm3+.al cor,iruc,io.r. :,,! for the public improvements shall be provided subsequent to the approval. of the develon;;:cnt an-1 engineer- ing plans by the Engineering Department. " In accordance with the platting; rules and regulations of t:hr� I dmoivl (',i. oae, 1 .'i i i :0, the sponsor, or the applicant shalt advise the City Enginnor•, :i rrl,rnr within 21 c°i the : ` hearing date, the method of assuring performance for the in.I.�Jllation of ie-uirel _r01'ovements.` . Improvements: Improvements; to provided by the developer :;hall conform to Section 12.10.050 �# , of the Edmonds City Code and to the foregoing list of engineering requirements: Alternate method of providing the improvements are as follows: s ,. 1. By furnishing, the City of Ed)nonds with perform•ince bon(•ati.r•.r a ctor+ t, .I r t r r.n^..^r in which assurance is given -the City that the "installation of the minimum be carried out as ;provided in Section 1?.10.O50 of the L:.lrron3s ilr Code af::. ,f bond shall cover 110 'percent of the Engineers' estimate of public works and utility improve- ments. , 2.• By actual installation of improvements in accordance with the provisions c.f Sec ticn � 12.10.050 and in accordance with the installation requirements and under the supervision of i. the City Engineer. S , �-Regardless of the method employed by the developer for the installation of i.;:n._.•c^n*_,^., "t7o. 1 improvements shall be finally accepted by the CitT-of Edmonds untilthedhvelor_r, Furnishes j the City with a bond in the,amcunt of 1.5.percent of the cost of said i.mpin✓e,-:,-ants tc guarantee said improvements against defects' in workmanship and/or materials for a Deri.od of tc:o (2); x; years from thedate of such final acceptance.'' Also, before final acceptance, an as -built drawing of site improvements shall be submitted i by the developer's engineer and approved by the City Engineer. Convenant: Owners, and all persons having any present or subsequent ownership interest.in .; these lands, and the successors and assigns of owners or other parties having any said interest, hereby agree that the City ofEdmondsshall beheld harmless in all respects �'. from any and all claims for damages for injunctive relief which ma%, 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 1 from any and all claims for damages, excluding damage caused solely by an act or omission of -i said City and injunctive relief which the owners, or their successor, or assi.rns, m:ry them- selves have now or in the future by reason of the construction, mainenance and oncr•-iti.on of s" said drainage system. The City Engineer will review plans for improvements, prior to the start of construction. Notify the City Engineer of the schedule of construction prior to commencing; work (NO 1- WORK WILL BE -UNDERTAKEN IN THE PUBLIC RIGHT-OF-WAY UNTIL AUTHORIZED BY THE ENGINEERING J i DEPARTMENT.) 1 If you have any quesitons concerning the above, please contact 'the City Engineer's Office. i (R 11/15/78) I 1979 19129 Olympic View Drive Edmonds, WA 98020 July 2, 1979 Mr. Jerry Saterlie Engineering Department City of Edmonds 200 Dayton Street Edmonds, WA 98020 Dear Mr. Saterlie, This letter is intended to satisfy the requirement for a Public Improvement Bond Letter associated with sub- division S-23-79. It is our understanding that existing fire hydrants have been deemed adequate by the Fire Marshall and that an existing monument in Olympic View Drive is sufficient. The only other requiremnet that that we are aware of that comes within the catagory of public improvements is Item 9a: Public Storm Facilities. In a separate letter to Fred Herzberg, dated July 1, 1979, we asked that certain engineering requirements be modified or postponed. Among these was a request to postpone the submission of all drainage plans until time of application for building permits. If this request is approved, then no action should be required on our part. I£ our request is denied, we will install the necessary drainage facilities or post bond in the required amount. urs truly, J Albert and Melanie Boosman CITY OF EUIVI' 31\10S =' 200 DAYTON ST.. EDMONDS. WASHINGTON 98020.(206) 7752525 DEPARTMENT OF PUBLIC WORKS July 20, 1979 HARVE H. HARRISON MAYOR Mr. and Mrs. Albert Boosman y1'' 19129 Olympic View Drive Edmonds, WAshington 98020 Dear Mr. and Mrs. Boosman: SUBJECT: SUBDIVISION S-23-79 In response to your letter of July 1, 1979, the following are the Engineering Requirements which require satisfaction-. Item 5 and 10 and Additional Requirements a and b: 1. All easements for subdivisions are required prior to recording and are usually incorporated within the legal descriptions. Therefore, any change on the face of the -plat, with regard to utilityI and access easements, should be reflected in the legal description.' 2. The 18 foot pavement is also required prior to recording.I However, this requirement can be bonded and therefore deferred beyond' recording. Item 7, Fire Hydrants: Has been marked completed. r Item 9, Drainage: a. A public storm facility may be required conditioned upon Item 9b; i.e., that an on site retention system may not work unless perk tests are positive. Also, the minimum public improvement may be the installation of a catch basin in Olympic View Drive. b. The on site drainage plan will be required because of the requirement for the construction of an access road. This plan should include a system for temporary erosion control during construction of the road. Therefore, request denied. Item 14, Monuments: The existing monument is adequate. Item 15, As Builts: The Engineering Division inspects and i documents sanitary sewer and water line construction. No other as-builts will be necessary for this development. �ater_ AAdm 7c-1t. I Mr. and Mrs. Boosm� Page Two July 24, 1979 Item 16, Inspection Fee: If no public improvement or construction is necessary then no fee will be required. Additional Requirements a and b: Legals and Plats - a new plat -a-n-d-l—egal for each lot will-'E—erequired. Additional Requirement c: The Engineering Requirements state that all lots are to access Olympic View Drive from one common driveway opening (Item 5 and Comment c). Accessing two driveways onto Olympic View Drive within 100 feet would double the peal-, vehic- i ular movements within that area, in that two vehicles rather than one could enter onto O.V.D. at the same moment. However, it is true that the total number of vehicle movements would be the same. Secondly, to avoid a minimal increased impact on the neighbor to the north, consider connecting the proposed driveway to existing driveway opening at O.V.D. Additional Requirement d Driveway Slope not to exceed 14%: --rlow riveway slopes The City Engineer has authorization to a d uto,20% based on satisfying the following requirements: p a. There are no other economically and/or environmentally reasonable alternatives. b. The driveway will not present a traffic, pedestrian or safety hazard. C. The Police and Fire Chiefs concur in allowing dr±v-q---Way al . opes. d. The public health, safety and general welfare will not be adversely affected. e. Prior to authorization of any driveway slope exceeding 14%, a detailed design of the.proposed construction must be submitted. The severity of the proposed driveway slope may be alleviated by traversing diagonally across the face of the slope on Lot C. Additional Requirement e -.center line profile: It is adequate. Yours very. truly, If 'PFRED F. HERZBERG, P.E. City Engineer d JES - j ak Y- 19129 Olympic View Drive Edmonds, WA 98020 July 1, 1979 Mr. Fred Herzberg City Engineer, City of Edmonds 200 Dayton Street Edmonds, WA 98020 Dear Mr. Herzberg, 3 This letter is a request for you to make clear to us precisely what needs to be done to satisfy each of the engineering #i requirements associated with subdivision S-23-79, and a request to modify or postpone certain of these. The items are listed below, numbered as on your form. Reasons for our request are given where modifications or postponements are sought: Item 5. Access Easements: We understand this to mean that only the easement be required prior to recording, but that actual paving not be done until a building permit is obtained. Is this correct? Item 7. Fire Hydrants: We were informed at the subdivision hearing that the fire marshall had determined that existing hydrants are adequate. If this is so, column 4 "completed" should be marked. Item 9. Drainage: Upon the advice of our engineer, Brian Seguin of Reid, Middleton and Associates, we request that requirements for submission of drainage plans or installation of drainage facilities be postponed until the time of application for building permits for Lots A and B. (See map submitted with subdivision application.) We feel this request is justifyable for the following reasons: 1) There is no present drainage problem on this property. Because the property is heavily wooded, there is no surface runoff except in extraordinarily severe storms. This situation is not expected to change, as the number of trees will not be significantly reduced until construction j commences. 2) The sites for the proposed houses on Lots A and B are not yet determined, therefor it is not possible to design a workable drainage plan at this time. In giving conditional approval to subdivide this property the City has required j that restrictive covenants be placed on Lots A and B requiring applicants for building permits to consult the Architectural Design Board to determine appropriate building sites and i construction methods. Since it will be necessary for the •r I -2- ! prospective builder to meet with the City for these reasons at the time of application for building permits, we feel that it is reasonable to postpone submission of a comprehensive drainage plan until that time, as well. Item 10. Utility Easement: This will be created as shown on the submitted map. Access will be directly from Olympic View Drive. Is this adequate? S 's Item 14. Monuments: There is an existing monument in the center of Olympic View Drive adjacent to the southwest corner of the property. Is this monument adequate? Item 15. As-builts: This item was not marked on our form. { During a telephone conversation with Jerry Saterlie on June 22, 1979, he informed me that this would be done at some later date. When would this be? Item 16. Inspection fee: If present fire hydrants, drainage j and monuments are adequate, it would appear that no fee is required. Is this correct? Additional requirements a and b. Legal Descriptions and Plat: We feel that those submitted with the application are adequate. Is this so? Additional requirement c. All lots to access Olympic View Drive from a single driveway: On the face of it, minimizing the number of driveways onto Olympic View Drive would seem to be a desirable goal. However, this would have no effect whatsoever on the number of vehicle movements onto or off of Olympic View Drive. Moreover, to have all three lots access by one drive would be deleterious to the immediate neighborhood for the i following reasons: 1) Connecting the existing driveway on Lot C to the proposed drive would require extensive grading and filling directly z accross the front yard, reducing its utility and its beauty. 2) Connecting the existing drive to the proposed drive would increase the traffic passing by our neighbor to the immediate north of the drive by adding all traffic from Lot C to that of Lots A and B. This is a greater imposition on our neighbor. I i Therefor, we ask that the original driveway on Lot C continue 1 to be its access to Olympic View Drive. Additional requirement d. Slope of access roadway not to exceed 14%: This requirement is impractical and unnecessary for the following reasons: 1) Beginning a 14% slope at the property line would require an excavation over 14 feet deep at the proposed driveway turnaroud. (See centerline profile submitted with this letter.) i t i i -3- This would create an extreme safety hazard, drainage problems, unnecessary loss of many fine trees, and an eyesore. 2) A modification to allow a maximum slope of 20% would allow significantly less excavation and yet should cause no problems of negotiation. As evidence that such a slope would pose no difficulty, we submit that the existing driveway on Lot C is of average slope of 20% and has a slope exceeding 24% at the transition from Olympic View Drive. These slopes have never caused difficulty for the driver of any vehicle that had proper cause to enter. As further evidence that the proposed slope of 20% is reasonable we point out that most driveways in the immediate neighborhood approach this value and that the nearest public road to the north (190th P1.) exceeds this slope. Yet, none of these=conditions, to our knowledge, causes any difficulties to modern vehicles. Additional requirement e. Centerline profile of access road: The profile of the proposed access road is submitted with this letter. Is it adequate? We appreciate your consideration of the foregoing requests and look forward to your reply. Yours truly, Albert and Melanie Boosman i P i-,r fey 0 as 1p C h S f "'t !2,'730 SA. FT. QyE�; o� v' /2 oa Q. T, °o n e 9 NO°445716 /9.00, IN _, � ti R �.� ,66 ,F� i •� zS�R F` wi �I � i ai y SS i sOS f�� 1 A�12 \ � /�6.40 .•� . �•,,9jri,-�. :,, I i ' f' � /STORY F.2AME HOUSE W/BASE M6XT ti N0°/9'2790 I Gd 1 FRAME XOUS6 W ` IW/QASEdIENT �.� O e S` r � �1i r eUN �� L h I W 41iF. � ~ q W; N 75 --1 J �— 73.00' � OL VIEW DR. �1! -+�. 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