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628 BELL ST.PDFiiiiiiiiii lill 10257 628 BELL ST ADDRESS: TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): I CN'� t I - COVENANTS (RECORDED) CRITICAL AREAS;,/ DETERMINATION: F� Conditional Waiver E] Study Required 0 Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: 4-1 1 ' I �',. PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): I I � PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE LID #: 9sp, V-�A SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: I b SIDE SEWER PERMIT(S) #: k)ql)% GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: LATEMP\DSTs\Fon-ns\Street File Checklist.doc I mip ADDRESS: DATE:' — TING SLIP W:INSTALE- loy- DIAL A DIG # P.U.D. TELEPHONE CABLE T.V. GAS w 10 PICA-. FOREMAN to STORM SEWER s IRE OTHER L FUTURE SERVICE INSTL: YES NO, - BORE: CUT: LOCK CREW DATE:. INITI,AL: UNLOC% DATE: INITIAL: METER.�SHOP A-SUPPLIER: ACCOUNT NUMBER: S7— Q.- TREATMENT PLANT FOREMAN.' B L TE FOREMAN INITIAL: DATE: TAP CARD METER SHEET' APPLIC TION UTILITY DISPATCH� BILLING I I lb I ROUTING, SLr NEW SERVICE IN�TAL_zritz,,� N PIAL A DIG # P.U.D. TELEPHONE CABLE T.V. GAS % STORM S", EEwr OTHER FUTURE SERVICE INSTL: YES. NO BPRE: CUT: LOCK DATE: INITIAL: U C DNATLOE- INITIAL: HOP ACCOUNT NUMBER: SUPPLIER: 569- TREATMENT PLANT, B L T" .N INITIAL: DATE: TAP CARD METER SHEET APPLICATION/ DISPATCH 7176 District City of -id ��nds — W. We r,'De partm e'—rl-t) TAP CARD Reading:(",000 Date Meter {No. Tap No. Size �A Mfgrs. No..,,- Style& Purchaser: Serv. Add. Lot No. Blk. No. Add. Residential: Clther� Meter. Location PZ_ bi Id. W, M' e 0 2- Service Material: Pressure 100 fbs. Test, % Date of,Work`_1.q LIS Forerfia.n Guar. Voucher NO. $ Proj. No: On - Remarks: 'ff,12U)4:5) OUTGOING Index -Reg. Route Bk.- Stencil- Card - INCOMING : index-Reg.-R I ou te Bk. Stencil- Card-* District -!:City -d E��Cinds — er epar merit TAP Rea -ding: Date �2;'7, NO. Meter: Ta p z Size -Y. Mfgrs. N 'St le Purchaser: Serv. Add. 7 Lot No. Blk. No. Add. Residential: e . Meter Location I -Al, -0 F e le - Service 'Material: .Pressuip, lbs. Test % .Date of Work Fore) Guar. Voucher No. Proi. No:,- d. Remarks: OUTGOING Inclex- Reg. -Route Bk. Stencil- Cij INCOMING Index- Reg. -Route Bl�_L,`LStencil Cal I 'T 7 Z oll; USE NUMBEP.:- CITY OF, EDMOINDS:�. I ... I mi '�64�TRUCTION:�PER MIT.. �APPLICATION,. job' om�- �s Lk6A� .U� 4V Nul 'F`VklC Rl6flt OF ,Ay PER rPFICk 3TqlE7 M-P P 0 Aidd P4HT OF WAY CONSTRUCTION ��-�MtT ilMu,PF.D�/ a 'STREET USE PEilMlT AEOu:RED z Zoo K40 [)AT C`E f, PABER SEE. P1W DE.T -RC%�EVJ CHECN Ll�l UAT(e. El., SE ENGINEERING ME _Fl M. L 71L4 ti - R E 7b: 7( A�) 775 - 7Q_ -z clt� ,jMs 1� P(L 5v fLe S,Cr, �F�C, E%V C, -4 L % C,E,:,,ED U, l-,-L X, 9 to hx I f V. 7. 'ES. 5TATE _7 efLM A-L I Ci !E�- z D�_Pr T! -5 eECT k 0 �Jl, E 0 3�, -71 137 0 it A o7c. 4, APPUCA I ION APPROVAL A-n 3 Z -3 T 13 ,("o 7 p �Z`l V i 1�, ATTENTIOV -15 - b5 L't _W� T r� i, 1985 j�q RD DRAINAGE PLAN CXTCH 5 A,5 I k: AX)5 I S-_10 (o k L% L.1 TRrLNCW LWNGTH 71%WNCH -covWT-tj .......... ....... I . . . ..... . .......... T% _n C.VA+ U W K _/F 4!FEP,F P%PC TEE �J 4"LONG Lx-Gs -_2 LK-V9"L TK=NC-N CAP SYSTEM CROSS—SECTION A� M I RAff 1 140 �-J .--r -Tp,F�CH COVER 3/4 W A S " E 1) G P-AIV E I I 4-10 ; i'A-m PFRF P TRENCH CROSS—SECTION HOMELAND HOMES, INC. 7810 228th St S.W. Edmonds, WA 98020 HOMELK1174KE INFILTRATION SYSTEM PAGE I OF 2 for location p I a n by phone dat DESIGN DATA Trench Perc LF per Imperm Trench Number Rate 1000 sq.ft. Area Req. NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Resp onsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Preventive maintenance consists of preventing soil and other materials from entering trench during construction a-s well as after construction. Catch basins should be cleaned of floatinq material and sediment at regular intervals (at least twice per year). CITY OF EOMOND-S a q ' -Table 1, Infiltratio rench Length Note: . This table shI)s Onch lengths for eacl:04kquare feet of impermeable surface draining to the trench. Perc Rate Trench Length, in feet, (minutes for 1000 sq. ft. of per inch) contributin2 area 1 13 2 18 3 21 4 24 5 26 6 28 7 29 8 30 9 31 10 32 11 33 12 34 13 34 14 35 15 35 -:dl 00 C) IREWNED, UP I T Y o f E D M SEP 2 5 1985 E W E R P �E R M I T For Inspection Call 7-71-3202 ERMIT NO. PUBLIC WORKS Address of Construction: P�roperty Legal Description (Include all easements): Owner'and/or Builder: Contractor & License No:- HO — ME-- I— H I — Singl:e Family Residence, Multi -Family V. (No. of Units Commercial .(No. of fixture Units TREATMENT PLANT Invasion into City'Ri-ght-of-Way: No Yes V/.(If Yes, Righ.t-'of-Way Construction Permit required.. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: N 0 Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READ/THE ITEM ISTED ON THE BACK 7/2S I tdftify� th�_t-f/'I, have read and shall comply Date with the Iteig Tisted on.the back. Permit Fee: Trunk Charge: 6 t) Assessment Fee: issued By: J76 Date Issued: 1-2-5- — S-6 Receipt No.: 473.:�_6 Partial Inspection: Comments Final Inspectioh..Approved:* Date I n A Rejected': <�nrzpce_ Reason PERMIT MUST BE POSTED ON JOB SITE Date Initial Date .-Initial White Copy - File Green Copy - Inspector Buff Copy Applicant - I 1� The City of Edmonds Side, Sewer Drawing EASEMENTNO - -------------------------------------------- NEW CONSTRUCTION REPAIRS LID NO - ------------------ ASMT. NO . .................. OWNER --- ls-5 --------------------------- CONTRACTOR ----- Lumz-.,� .... B.P�c-KtAae . ................... PERMIT NO.73-'8--2> JOB ADDRESS 7.5,0P -F 5.S ---- ll:b..Z� ----------- [?>eL--L - ------ S71 - r ............ IDP O.Vqse C.0 cpkp ---- _4'DP 14' PWVV-0001-1 1175 (REV.1 1/78) r.. P LEGAL DESCRIPTION: LOT NO . ................... ------------------ BLOCK NO - ---------- ------ tMATIVENT PLANT ---------------------------------------------------------------------------------------------------------------- NAME OF ADDITION ..... ------------------------- ---------------------------- 29.5 i*T twjel- -toe Nom-r ,eat rc>2-8 BE UL- cf) M 0 Approved: DATE./ ............... By ........................ I .... ...... I : 4- CITY OF EDMONDS 250 - 5th AVE N. 9 EDMONDS. WA 98020 * (206) 77 1-3202 COMMUNITY SERVICES: , 8 9 0 . 19 () - Public . Works 9 Planning * Parks and Recreation o Engineering July 24, 1989 S LARRY S. NALIGHTEN MAYOR PETER E. HAHN DIRECTOR Bob Bainbridge 628 Bell Street Edmonds, WA 98020 Dear Mr. Bainbridge: I hope you got my card which I had left on your door. We have looked at your request and hope to be able to leave the light as it now exists if possible. We also want to leave the tree in good condition, but we will try trimming some of it first. If that does not help, we can still move the light. Please feel free to call me at 771-3202, extension 214. Sincerely, Bobby Mills Public Works Superintendent BM/cac LIGHT/TXTSTREE 0 Incorporated August 11, 1890 0 Sister Cities International — Hekinan, Japan Property of: CITY OF EbM(INDS ONDS AS* INFORMATION SHEET e Pro rty 0' �DS [CIT� OPF EbM0 2 0 N2 048161 0 [0 NEW ASSET NO. ADDITION ADDITION TO ASSET NO. RETIREMENT DESCRIPTION SERIAL NO. LOCATION DE�T. No. -71 "PURCHASE ORDER NO. *PROJECT NUMBER PURCHASE ORDER DATE PROJECT COMPLETION DATE COST COST c:062,0,2 B.A.R.S. ACCOUNT NO. --0 0 0 - 62 0 0, (1 3 ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY 9DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT - VERIFIED BY PROCESSED BATCH NO. - vA G.L. ENTRY \--'N REFERENCE DATE It; .-J, INITIAL &P) DEPARTMENT FILE Property of : I CITY OF EDmbNDS D N2 04815 NE N NDS W EIADDITION [-� RETIREMENT 0 AS& INFORMATION SHEET ASSET NO. ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION DEPT. PIO "PURCHASE ORDER NO. is PURCHASE ORDER DATE COST Lk,t! ;L *PROJECT NUMBER PROJECT tOMPLETION DATE COST B.A.R.S. ACCOUNT NO. 0 0 - 0"e/ - '=-n7 fl'� 0 6 ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY . I-., DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT - G.L. ENTRY REFERENCE DATE 44 VERIFIED BY PROCESSED BATCH NO. - (tnp INITIAL DEPARTMENT FILE PUBLIC WORKS/ENGINEERING REVIEW S HEET Project.N'ame,'Address, Des6ription: Pre�limin*ary R6vieW/Comments/Reiquir I em . e n t1sl: A. Street Department: *Tto Pf?,of>, jvQz Pori S11-13 I/Cl 2. ;4 3. UJOULI-) jQajUCK S E7C- C,,Oo, P Oy) am B. Water/Sewer Department: 2. 3. ------------ .0-11 ! JIM C. Fire Department: 1. 2. 3. e te By: Date D. Engineering Department: 2. 3. i By: Da March 8, 1985 Mr. James A. Adams City Engineer City of Edmonds re: CONSIDERATION OF DRIVEWAY SLOPE IN EXCESS OF 14% AT PROPOSED TRIPLEX AT 628 BELL STREET. Dear Jim, Would you please consider approval for the proposed driveway grade in excess of 14% adjacent the alley for our proposed triplex at 628 Bell St. Our proposed grades range from 10.5% along the west edge of the driveway to 19% along the eastern edge. Our situation is a below grade lot adjacent an alley with an 8% slope westward. To minimize the grade impacts and provide the most sight visibility, the following mitigating measures have been taken: 1) All building and slab grades have been elevated to the maximum height permitted by the Community Development Code; 2> A 2% cross slope on the carport slab from east to west;' 3) The rockery east of the carport will be sloping to provide better visibility; 4) All landscaping east of the carports, within a drivers sight line will be groundcover only, so as to not impede driver visibility. I do not believe this request conflicts with the guidelines established in Section 18.80.060 (D) of the Community Development Code. This proposed driveway, with all proposed mitigating measures complete, will not adversely affect the public health, safety or welfare. Because of it being access onto an alley, versus street, any impact on pedestrian, auto or bicycle traffic is greater minimized. Please review this request, if you should have any questions please call. Si ce l nk Lewis Homeland Homes Inc. 24024'84thAve.W. Edmonds, Washington 98020 (206)775-2033 J 4' Reid, Middleton & Associates, Inc. Engineers Surveyors o Planners February 14, 1985 File No. 02-84-138-001 STORM DRAINAGE CALCULATIONS FOR HOMELAND HOMES, INC. TRIPLEX PTN. LOT 9 & 10, BLK. 58, PLAT OF CITY OF EDMONDS Existinq Site Conditions The site is relatively small comprising 5377.9 square feet, it slopes to the west at an average of 6 percent. There is a 4 foot break in grade at aDproxi- mately the mid point of the lot. Concrete steps lead from an upper lawn/yard area down to the lower grassed yard area and a gravel driveway. Several trees and the old concrete steps and the fence on the south prope . rtl line will have to be removed for this new constructio Cex = 0.15 J1 Qexisting = Cex i A )c/4 V& A = 0.124 acres S/ V 2.8ft./sec. @ Average slope of 15% diagonally from southeast down to northwest Tc 50/2.8 (60) + 10 min Tc = 10.3 min Intensity i = 1.85 min/in @ 10 yr. Everett Curve Qallowable Qexisting (0.15)(1.85)(0.124) = 0.034 Using the Yrjanainen & Warren method for simple detention system design the following calculations are to determine the required volume of detention for this development. Future Site Conditions A new triplex with associated paving, driveways, concrete walks and patios will cover majority of the site. Building,Area = 2184 sq. ft. Concrete Walk Area 630 sq. ft. Paved Driveway Area 830 sq. ft. Patios 160 sq. ft. 3804 sq. ft. impervious = 0.873 acres @96WINION] S86t 9 9 83J 121 5th Avenue North, Suite 200, Edmonds, Washington 98020 (206) 775-3434 -03 A 1 -30 i,,� 0 February 14, 1985 File No. 02-84-138401 Landscaped/native growth areas = 0.0367 @ 0.15 (.0873)(0.9) + (0.0367)(.15) 0.124 = 0.67 Cfut = 0.67 Qo - 0.034 (0.67)(0.124) 0.409 T -25 + !2255 49.23 min. T-409 Vs 3607-(49.23) 40 (.409)(49.23) T5 + 49.23 Vs 2,392 - 805.4 1586.8 Vtotal = 1586.8 (0.67)(0.124) = 131.8 cu. ft. of storage required Sizing the orifice Qallowable = 0.034 c.f.s. Using the orifice equation Q tdA T—gh Let h 1.75 and solving for A A = 0.034 = 0.0052 0. 62 Y-64-.-4jT.—M Shop drill to I" orifice. Sizing of Detention System Const. 100 If 15" A.D.S. Corr Polyethylene @ 0.5% = 122.7 cu. ft. 1.75 x 12.57 cu. ft./V.f. = 21.99 cu. ft. Total 144.7 cu. ft. > 131.8 cu. ft. -*-'OK. Ll 0 '.0 February 14, 1985 Reid, Middleton & Associates, Inc Engineers 9 Surve File No. 02-84-138-001 STORM DRAINAGE CALCULATIONS FOR HOMELAND HOMES, INC. TRIPLEX PTN. LOT 9 & 10, BLK. 98, PLAT OF CITY OF EDMOND� Existing Site Conditions The site is relatively small comprising 5377.9 square feet, it slopes to the west at an average of 6 percent. There is a 4 foot break in grade at approxi- mately the mid point of the lot. Concrete steps lead from an upper lawn/yard area down to the lower grassed yard area and a gravel driveway. Several trees and the old concrete steps and the fence'on the south property line will have to be removed for this new construction. Cex = 0.15 Qexisting = Cex i A A = 0.124 acres./ V = 2.8ft./sec. @ Average slope of 15% diagonally from southeast down to northwest Tc 50/2.8 (60) + 10 min Tc = 10.3 min IntOnsity = i 1.85 min/in @ 10 yr. Everett Curve Qallowable = Qexisting = (0.15)(1.85)(0.124) = 0.034 Using the Yrjanainen & Warren method for simple detention system design the following calculations are to determine the required volume of detention for this development. Future Site Conditions A new triplex with associated paving,ldriveways, concrete walks and patios will cover majority of the site. Build ' ing Area = 2184 sq. ft. Concrete Walk Area 630 sq. ft. Paved Driveway Area 830 sq. ft. Patios 160 sq. ft. 3804 sq. ft. impervious = 0.873 acres @ 0.9 121 5th Avenue North, Suite 200, Edmonds, Woshington 98020 (206) 775-3434 % a February 14, 1985 File No. 02-84-138-001. Landscaped/native growth areas = 0.0367 @ 0.15 (.0873)(0.9) + (0.0367)(.15) = 0.67,-� 0.124 Cfut = 0.67"-/ Qo 0.034 0*409 (0. 67) (0.1-2-4T T— -25 + ';-2-255— u— 49.23 min. .469 Vs = 3607 (49.23) T5—+ 49.23 40 (.409)(,49.23) Vs = 2,392 - 805.4 1586.8 Vtotal = 1586.8 (0.67)(0.124) = 131.8 cu. ft. of storage required Sizing the orifice Qallowable = 0.034 c.f.s. Using the orifice equation Q = cdA �P—,h Let h = 1.75 and solving for A A = 0.034 . = 0.0052 0. 62 Vr477779T �hop drill to I" ori ce./"" Sizing of Detention System Const. 100 1 If 15" A. D. S. Corr Pol ye yl ene @ 0. 5% 122'. 7 cu. f t. 1.75 x 12.57'cu. ft./v.f. 21.99 cu. ft. Total 144.7 cu. ft. > 131.8 cu. ft. -'. OK. Reid, Middleton & Associates, Inc. Engineers Surveyors * Planners February 14, 1985 File No. 02-84-1-38-001 STORM DRAINAGE CALCULATIONS FOR HOMELAND HOMES, INC. TRIPLEX PTN. LOT 9 & 10, BLK. 93, PLAT OF CITY OF EDMONDS Existing Site Conditions The site is relatively small comprising 5377.9 square feet, it slopes to the west at an average of 6 percent. There is a 4 foot break in grade at approxi- mately the mid point of the lot. Concrete steps lead from an upper lawn/yard area down to the lower grassed yard area and a gravel driveway. Several trees and the old concrete steps and t he fence on the south property line will have to be removed for this new construction. Cex = 0.15 )1 n, Qexisting = Cex i A J A =* 0.124 acres V.= 2.8ft./sec. @ Average slope of 15% diagonally from southeast down to northwest Tc,= 50/2.8 (60) + 10 min Tc = 10.3 min Intensity i = 1.85 min/in @ 10 yr. Everett Curve Qallowable Qexisting = (0.15)(1.85)(0.124) = 0.034 Using the Yrjanainen & Warren method for simple detention system design the following calculations are to determine the required volume of detention for this development. Future Site Conditions A new triplex with associated paving, driveways, concrete walks and patios will cover majority of the site. Building Area = 2184 sq. ft. Concrete Walk Area 630 sq. ft. Paved Driveway Area 830 sq. ft. Patios 160 sq. ft. 3804 sq. ft. impervious = 0.873 acres"TWIM, ? 121 5th Avenue North, Suite 200, Edmonds, Washington 98020 (206) 775-3 3AI % February 14, 1985 File No. 02-84-138-001 Landscaped/native growth areas = 0.0367 @ 0.15 (.0873)(0.9) + (0.0367)(.15) = 0.67 0.124 Cfut = 0.67 Qo - 0. 034 (0.67)(0.124) 0.409 T -25 + !2255 49.23 min. T-409 = Vs 3607 (49.23)* 40 (.409)(49.23) 25 + 49.23 Vs 2,392 - 805.4 = 1586.8 Vtotal 1586.8 (0.67)(0.124) = 131.8 cu. ft. of storage required Sizing the orifice Qallowable = 0.034 c.f.s. Using the orifice equation Q = cdA Tgh— Let h = 1.75 and solving for A A = 0.034 = 0.0052 0. 62 YZT.-4--7T-73T Shop drill to I" orifice. Sizing of Detention System Const. 100 lf 15" A.D.S. Cort. Polyethylene @ 0.5% 122.7 cu. ft. 1.75 x 12.57 cu. ft./v.f. = 21.99 cu. ft. Total 144.7 cu. ft. > 131.8 cu. ft. .'. OK. INTER -OFFICE COMMUNICATIONS DAT17 January 23 __19 85 TO /an Smith, Engr. Inspector FROM Bruce Finke, Associate City Planner Gary McComas, Fire Marshall SUBJECT: ADB-7-85 NEW TRIPLEX (Homeland Homes, Inc.) HEARING DATE: February 6, 1985 Please review the attached application and return your comments to me by Monday evening, January 28th. 4te V� STR47 CITY.OF EDMONDS APPLICATION to the ARCHITECTURAL DESIGN BOARD FILE # DATE 1/4/ 3- 7- 7_57- SITE PLAN YES BUILDING PLANS (3): :ELEVATIONS. YES ,LANDSCAPE PLAN NO ENVIRONMENTAL DATA_.NjA RECEIPT # SIGN EXHIBITS N./A FEE RECPT PLAN MODIFICATIONS TO FILE NUIMBER: N/A HEARING DATE February 6, 1985 OWNER/REPRESENTATIVE HOMELAND HOMES, INC. - Hank Lewis PHONE 775-2033 ADDRESS 7810 228th S.W. , Edmonds, Washington 98020 ZIP�CODE 903 10th St. ARCHITECT/DESIGNER Design Consultanta Mukilteo, Washington 98275 PHONE 745-6569 ADDRESS PROPERTY ADDRESS- 628 Bell St., Edmonds, Washington —ZONING LEGA L DESCRIPTION Lot 9 and the West 18.89 feet of Lot 10 all in block �8, City of Edmonds according to the plat thereof recorded in Volume 2 of plats on Rage 39-records of Snohomish County, Washington. PLANS SUBMITTED FOR APPROVAL: 1. Building Plans - Preliminary, Site Plan 2. Sign Elevations N/A Site Plan 3. Modification of previous approval. EXISTING USE OF PROPERTY Vacant DESCRIPTION OF PROPOSAL Final____X_ X Landscape Plan X Elevations x Landscape Plan dependent upon approval APPROXIMATE DATE WORK WILL BEGIN ON PROJECT April 20 -,May 1, 1985 - process t,ime ESTIMATED TIME FOR COMPLETION OF WORK August 1. 1985 RELEASE/HOLD HARMLESS. AGREEME'NT: The undersigned applicant, his heirs and assigns, in consideration for the City processing the application agrees to release, indemniCy, defend and hold the CitV of Edmonds harmless from any and all damages and/or claims for -damages, including reasonable attorneys; fees, arising from any action or inaction of the City whenever such action or inaction is based in whole or in part upon false, misleading or incomplete information furnished by the applicant, his agents or employees. PERMISSION TO ENTER SUBJECT PROPERTY: The undersigned applicant grants his, her or its per- mission for public officials and the staff of the City of Edmonds to enter the subject property for the purpose of inspection and posting attendant to this application. (Signature'of k1K licant) [AIL11 ES 9 IMC. ors L January 16,' 1985 Memo to: Bruce Finke,. Associate City PI anner, Members; Architectural Design Board 'From: Hank Lewis, Homel and Homes Re: Application to A.D.B. for triplex at appro.ximately 632 Bell S�t. �This triplex has been designed and, will -be constructed specifically for Mr. and Mrs. Bainbridge. The upper unit will be owner Occupied and the lower two units will. be rentals. There are certain design items which have not been confirmed with our client. These are building colors, exterior light fixtures and a landscape plan. If the board +eels comfortable with the overall design, I please ask that final approval be granted -for building elevations and general site layout. This Would allow Our designer to begin on the utility and working drawings. I Would then re -submit colors, lighting and landscaping prior to construction of the building. Respec- ely, a ank Lew s DESIGN ELEMENTS Smidinq eight inch tight knot bevel cedar siding Trim one inch by +Our inch cedar Windows anodized bronze aluminum with 1,.4 cedar SCUPpers/DawnSPOUtS flAIL(MinUM painted to match siding Fence . five foot solid cedar Railings cedar picket Driveways exposed aggregate concrete Trash enclosed garage &/or storage'areas. 24024-84thAve.W. Edmonds, Washington 98020 (206)775-2033 CITY OF EDMONDS RECORD OF SHORT SUBDIVISION This is to,certify that the properties as shown on the attached map (Exhibit "A") and described as follows: See Exhibit."B" have been divided under the provisions of the Edmonds Subdivision Ordinance (Sec.12.10) File No. S-31-84 subject to the following conditions and requirements: 1. Exhibit "C" Hold Harmless Agreement 2.' Turnaround per A.D.B. approved plan at time . of review. :.A 3. Replace all unused curb.cuts and repair any,broken sidewalk as I pa,rt Of development. -1 4. Connection to.City water and sewer systei, required with building permit., 5. Submit and -obtain approval of site drainage plan per Ordinanc.e No. 1924 required prior to issuance of building permit. 6. Underground wiring.required per Ordinance No. 1387 withbuilding permit. 7. Excavation*and gra.ding�per Chapter 70 of Uniform Building Code. 8. Approved development plan required prior to building permit. ALL REQUIREMENTS'AND CONDITIONS OF THIS SUBDIVISION MUST BE COMPLETED PRIOR TO ISSUANCE PF BUILDINQ P.ERMIT /we certify chat I/we are the legal owner(s) of the property described above. I/we. warrant �hat`all representations are true and correct and understand that in the event of any misrepresentation or failure to comply with the conditions and regulations set forth herein, the City of Edmonds shall have the right to declare the subdivision void and record a'statement to that effect in the Grantor -Grantee's Index in the office of the Snohomish County Auditor. '0, AUTHORIZED SIGNED: FOR RECORDI'1\4 CITY OF ED.NIONIDS cy Page Of DATED this da 19 STATE OF WASHINGTONJ COUNTY OF SNOHOMISH On this day personally appeared before me a cx.11ltzal�ll and to tne kilowft to be tlie' individuals described in and,�iho' executed th w thin and foregoing instrument, and acknowledged that signed 'the same a:�;Z'(i free and voluntary act and deed, for the uses and pul4oses therein mentioned. Given under my hand and official sea! this a y o f Notary.Public in andfor residing at z q�4_A� State oE 1,dashingtor Reid, Middleton & Associates, Inc. Engineers - Surveyors - Planners October 22, 1984 File No. 02-84-138 LEGAL DESCRIPTIONS FOR HOMELAND HOMES LOT -LINE ADJUSTMENT Entire Contiguous OwnewS�hi Lots 9, 10, 11 & 12 in Block 98,.City of Edmonds according to the plat thereof recorded in Volume 2 of Plats on page 39, records of Snohomish County, Washington. Vacant Tract Lot 9 and the West 18.89 feet of Lot 10 all in Block 98, City of Edmonds according to the plat thereof recorded in Volume 2 of Plats on page 39, records of Snohomish County, Washington. Existinq Residence Parcel Lots 10, 11, & 12,in Block 98, City*of Edmonds according to*the plat thereof recorded in Volume 2 of Plats on page 39, records of Snohomish County, Washington; EXCEPT the West 18.89 feet -of said Lot 10.* S TEV4 WAS- *% /0 ('N, 121 5th Avenue North, Suite 200, Edmonds, Washington 98020 (206) 775-3434 1 w ..Z '270.0 41 (Y) EBA A �'ICA p S,--T RE-DA& RA,56 I EXHIBIT 2 BEL L S 7/.//' 5a 39, WA I- L -S 17)v r_ k ;% 1J..: tI LON c.:i f 4-- /Z(-). C) 4 LLE)l C LOT LINE ADJUSTMENT MAP FOR 0 HOMELAND- HOMES INC. /0 At Wo IN THE NW 1/4 SW 1/4 SEC. 24 T27N, R3E, WM. EDMONDS, REV. 10Z1O,1e.4 WASHINGTON REID MIDDLETON & ASSOCIATES. INC. DATE TFILE NO. 0 ENGI�EERS SURYEYORS * PLANNERS 512_�184 '0 —64-1-15, .314 Mm!_ S! Umands, Washington 98020 OR."IL 3 is 121 5r-,AV6-j14-206/77S-3434 cm.,qj 5, SCALIE/.=_ smrrr 1M.ELAND MES,40C. Vo ors I 3.t; I ner.0 E X q-4 % .......... If q ssoci ate'.-Ci ty��',,-Pl anner,, M b D Board ein er.s; Architectl_tral:��. esign Hank�.,,Lewi`s., Homel and.,,Ilomes---',r-,,::,,,�,�-,.,, T. t ibn'�.'to' A.D. B. or,..'tr.fplex,'at approxima -Y 6 Bel I St. tel pplJ,ca. has hl' ntriplex been designed `,' *and, will be constructed r Un i t spe 1 1 c a y,..-;f or Mr.. and Mrls.':,Bainbridge. Th e uppe be'.' owner oCCLtpi*ed and,� .,the I ower tWO Uni ts wi 11 be V"I r en t a I's.',, items�which have not been confirmed- �,-'!.',��There-��ar.e-.,cer.t.�in design b u i I d i n g c ol c) r s e x t e r i o r �'1;'OUr:,'client,. -rhese . Are -xtures,�-'and a -landscape plan.. 1.1 g h V "j, I t f board-.,!*-. f eel s comfortable with the overall design, I pl ease"lask f i nal approval be Qranted -Por' building and neral site layout. This would allow our 9 e j":desi�gner-,�.to' begip on -the utility and - wor I; i n g drawings.' J__ colors, lighting and landscaping prior "-�to,:�constrLlCtion,',of the building. Resp ec,t iye 41P RIA Hank.'�Lewi*s;,'!' -rs DESIGN ELEMEN [Trj i,'n eight'inch tight knot bevel cedar one inch.by fOUr inch cedar W in d -anodized bronze alUfninum with 1^4 P P e ri 5 a nspouts &il umi num pai ntE,7d to match . soi di ng lfiva +6at saolid Cedar ,W RaiTi;ngs" cedar picket y exposed aggregate concrete Vill I. NMI 24024 84th Ave. W enclosed garage &/or storage . areas Edmond . s, Washington 98020 (206) 775-203;;�� siding cedar co; cc QO 'o C'j > 2 10.0 1-4 t C" h"T I C) u IT r2LrI�jrlNc'% R E- E A, p T_ UNIr M 7� UN t T' C 77(. 96 L oT- 5-377.9 �P 2 1 & 4 - C) 91 ('40.17-) L — rartc'p. �_:NJE �_ <'-* 5r_rLs:'�N � I ��o ro L t, -r I N C_-5 G 51TE PL/kNj C A (,_ E-: ve>" - 1!- 0 LC T- 9 1 T- 14 E 1 7. v,/ tE-:'5T 16. !>97 ' Fr'T. 0 ;= L o T' I o r� L 14.,, C17Y OP E7l0Nl0NTD-,, oc_Lorzojt-,jc_ T-O nLA.T--j T_�4ET:., DF- G7C- 0 rZ 0 � T—) 11 N V C) L P L.6..-r 5 P 4�� 5- -3 ct, rz e-c :2 1 OF tN01-40N 151-1 C-O'Jr4T"r, \�/A. <1 i Z L li q'rzocw.,_ rz I TZEFU.515 Cc- �,LEIZ,, T-0 LN M�IPI�CT_ A.TZ&A�07 AKW C'_�rZ- r-OT2.r- A4, TZ CE A. t 4- 81__ w (f '. tu 00 AP5 - -7- 9'5 LVE SITE PLAN, SCALE: EXIST. F.Ii.::- NOTE: DO NOT USE INFILTRATION SYSTEM STAND�ARD DRAINAGE, PLAN ON SLOPES OVER 15 PERCENT (15 INFILTRATION SYSTEM FOOT RISE PER !00 FEET HORIZONTAL) PAGE 2 OF 2 LANDSCAPE AREA '11, E R 0 C, K E rR, Y it . . . . . . . . . . . W A L X R CKERY LANDSCAPE AREA LANDSCAPE AREA 0 /F/ "—z z___ �z�.. ,VCUT REMOVE ;94 10- LLJ ST. CURB 3 DRIVEW.AY 0 0 0 REMOVE & PIP LLJ _J Lu -G-A-11 P 0 R T RELOCATE P. P. _J C3 > < > THREE. UNIT APT. co 0 E L. 9W.00 Cc 0 1 .. . co GROUND FLOOR EL. 94.C-4 < co C6- 0 0 '4 S T C-1. cl) R) T. E. 9 4.6 3 !"na E:r> A z a: co4 9-7. 1 0 9 4 -76 0-� 0 L A-14'1) S C A P E AREA 0 3 CONC� WALK- 7z pATIO' LANDSCAPE AREA co 1 0.00 co x LLJ L C5 L t— c- TEMPORARY SEDIMENTATION N co MEMO TO: FROIM: SUBjECT : Building Division Planning Department Engineering Divisi,on Publ ic Works Department L20 --- ��,00',o' DATE: After review of the subject Building Permit appl ication, vie have the following cornments 1. Connection to City water system required.- 2. Connection to City sanitary sewer system required. Q. -of-%qay permit required for any -work on City property. 4. Oriveway slope not to exceed 14'10 S. Back,.-jater valve required if do,,.instairs pl.umbing is below elevation of upstream manhole. 6. Water and sewer lines to be separated by 10 foot minimum. .1 CITY OF EDIVIONOS Cvc C4.1tot . K� SINGLE FAMILY HULTIPLE COMM[ IC I AL I 0 2 X w w x Lli �m a: co 0 ENGI,NEERING & P R 0 J E C T PUBLIC WORKS R E V I E W CHECK Ll S T �7 PROJICT NAME _6,qCj� t CONTACT KA!"I A TELEPHONE NUMBER ;,7 ADDRESS ACCESS SLOPE AND VEHICLE ACCESS .DRAINAGE PLAN STREET fILE LEGAL DESCRIPTION VERIFICATION QUIT CLAIMID(DICATIONS EASEMENT - PU0LIC/PRIVA:TE CALCULATE SEWER CONNECTION If No LID I STREET PAVING REQUIRED CURB AND GUn ER REQUIRED SIDEWALK REQUIRED CURB CUT [OR DRIVEWAY REQUIRED RIG111-OF-WAY CONSTRUCT.1011 PEMIT REQUIREOV I . 1 7 BOND REQUIRED fOR PUBLIC MPROVEMENTS — STREIT NAME SIGN REQUIRED rifliCR S.IDIING REQUIRED (ADDITIONAL COMMENTS ON BA( 1XISIM6 �WAHR tlLAI)I SIZE 1�1 C-1 -. I . WAIfR IVIN REQUIRED /v SERVICE LI.If REQUIRED 11YOUllf SIll fXISfING z -7 111DRAJIT Rf9UI RED PER FIRE CODE *1A SIZE CROSS MiNECTION I)ISPECTION WATER 11FTI REVIEW, -by' I- - - - --- - SAMIARY SEWER D%AIIING IlUM,8ER FILE WiSER SIDE SEWER AVAILABILITY SMITARY SEWER COIIIECTi011 FEE ILEOUIRID OPEN DITCH 1XIS7111r, CULVERT Rf�UIIRED p 14 REQUIRED De4lA) PX.4,1) SIZE 6&4�4;�VTE PLAN SHOULDIR D.UIUAGE )KNIAlft COLLECTION Ott SHALE OPEN RUfm)ff REQUIRED INDICATED 0.4 SITE PLAN SOIL CONDITIO OLIN R FIELD CHECKED REVIEW ly PAT[ (ADDITIONAL COWNTS ON BAC