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9309 OLYMPIC VIEW DR.PDFiiiiiiiiiiiiii 12688 9309 OLYMPIC VIEW DR • BUILDING PERMIT (NEW STRUCTURE):_lg ai 64 COVENANTS (RECORDED) di CRITICAL AREAS:- �22 DETERMINATION: ❑ Conditional Waiver Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED Sri.•���.��S��Y�ilVr.�..�•y���-- �n�••���iF��r�c•����� .:�.- r��.�rc•,�. PLANNING DATA CHECKLIST DA' SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #::�t SHORT PLAT FILE: LOT: 25124 BLOCK: NtBC)ICMI9NOCZ SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT FOR: WATER METER TAP CARD DATED: L:\TEMP\DST's\Fomis\Street File Checklist.doc FROI"F . - E.JURI !.'i=iJlJl._I'IL_L I i_q I'.:. I I.'U _� I I 'I Ii..A II, I U_i. I: ':_• I 1_;c:�_ r 0 l r t 100 1p— -� ►a' E IL24 1333 02:18PM„P4 4P BY P..UNNINC Ct C= t j4. o^+ K' MAX, RECEIVE 5EP'2 2 l9G PSMiT coulf ie N Di i ON ocu,voX- S ( 4& L"^-- ,2.es ; Oq-'r4cl. a 00 u/�/� �%Di✓s a 'c-'r aU � CD/���o 5i0,✓ Avar}i CwtrS C,t�t +Q7 11�c K-64G�c CT �PeM'�. I A�{� ���•s5 M ►�Ax, It 3 , 2- 5 RECEIVED SEP 2 2 1998 PERMIT COUNTER L- i I: A I ON Q R3t:Q -PLl w4Q►c. SCAB �Hlz2- JDAT£. 5 - (e -Cl8 EET FILE: PLANNING DATA NAME: SITE ADDRESS: �`�' dY�'� �� .DDATE: 0 ZONING: �Sf�Z PLAN CHK#: PROJECT DESCRIPTION: ZYa CORNER LOT iw (Yes -.FLAG LOT (Yes/No) SETBACKS: Required Setbacks: S" Front: Z5 Left Side: b Rig h �i .d'/et �0 Rear: � Actual Setbacks: �� ll// C Front: - Left Side: �i� Right Side: 3 � Rear: �ti2 "41 > Street map checked for additional setback required? '`" (Yes/No) LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED ` (Y/N) LOT COVERAGE: Maximum Allowed: r Actual: ass BUILDING HEIGHT: Maximum Allowed: �-� Actual Height. Datum Point:. 64 64 (P/ Datum Elevation: bb A.D.U. CREATED?: k, �111--- T16-1 us] ki F �jC6✓Ol'llwr� CRITICAL AREAS SEPA DETERMINATION: LOT AREA: *55 , 00) J OTHER: Plan Review By: ���o✓ a�7��v-� cA ileApermid^plandatdoc • • MEMORANDUM TO: Pc-98-144 FROM: Jason Tourtellot, Code Enforcement Specialist RE: 9309 Olympic View Drive DATE: 5/22/98 The Critical Area Checklist applicant submitted a site plan to me regarding his latest proposal for review as a potential Conditional Waiver. In response to the applicant's request, on May 20,1998, I made a site inspection at the subject property. During my inspection, I was able to determine whether or not a proposed project would affect a critical area identified on the site. It is my opinion, that the specific proposal for a single car garage, located on the east portion of the site, will not affect the steep slope critical area located on the west portion of the property. Therefore, I am granting a Conditional Waiver from the requirements of a Critical Areas Study for the construction of that single car garage. 0 • City of Edmonds Critical Areas Conditional Waiver Applicant: Paul Stromm Determination M CA-1998-122 Project Name: Permit Number: Plan Check 02-190 Site Location: 9309 Olympic View Dr. Property Tax Acct M 1327-031-022-00 Project Description: Demolition of an in -ground swimming pool and backfill Waiver Criteria (all criteria must be found to apply): X There will be no alteration of the Critical Area or its required buffers; X The development proposal will not impact the Critical Area in a manner contrary to the goals, purposes, objectives and requirements of the Critical Areas ordinance; X The development proposal meets the minimum standards of the Critical Areas ordinance; X The above findings are based on the. following conditions of approval: 1. This conditional waiver is only for the removal of the existing pool, the backfilling of that immediate area and any associated landscaping. 2. This Conditional Waiver is granted with the understanding that the existing pool is located on the opposite side of the house and more than the required buffer from the Steep Slope Critical Area. 3. All required building permit must be obtained. Based on the above findings and conditions, the requirement for a Critical Areas Study associated with this development permit is e eby Condi ' nally Waived, as authorized by Chapter 20.15B.040 (A)(1) of the Edmonds 6ommuni D.Welopment Code. Steve Bullock �' G�'liU� April 29, 2002 Name Si tore Date _ Receiver) APR 2 6 20o2 P/Z. ERPrIiT CQUNTER ve acG v ✓6— /�P�YY�-ems <.:.-1�i� [�au�� /�e� PLANNING DATA NAME: DATE: - 12 - O 2_ SITE ADDRESS: AAQQ Ot !-,PNC, kq_&_D t PLAN CHK#: Oo�-,-�(n� PROJECT DESCRIPTION: REDUCED SITE PLAN PROVIDED?: Yes / No MAP PAGE: CORNER LOT: Yes / No FLAG LOT: Yes / No ZONING: CRITICAL AREAS DETERMINATION #: ❑ Studv Reauired: ❑ Waiver ❑ Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 600 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) ❑ Exempt SETBACKS: Required Setbacks: Street: Left Side: Right Side: Rear: Actual Setbacks: Street: Left Side: Right Side: Rear: Street map checked for additional setback required? (Yes / No / DNA) ❑ DETACHED STRUCTURES: ❑ ROCKERIES: ❑ FENCES/TRELLISES: ❑ BAY WINDOWS / PROJECTING MODULATION: ❑ STAIRS / DECKS: PARKING: Required: Actual: LOT AREA: LOT COVERAGE Calculations: BUILDING HEIGHT: Datum Point: Datum Elevation: Maximum Allowed: Actual Height: A.D.U. CREATED?: No / Yes SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: es / No OTHER: Plan Review By. NewBPPlanningDataForm.DOC ` ® CA ENO. -/_ 1 Z' Z I L • • I A. ch kI• CI L C1 C43 est -= Site Information (soils/topogrraphy//hydrology/vegetation) n 1. Site Address/Location: -t 30 y G w1�/C (� l E cam) 2. Property Tax Account Number: t 0 611 Z (��/ V `� 3. Approximate Site Size (acres or square feet): �6 2t L, S 4. Is this site currently developed? _ K yes; no. If yes; how is site developed? 901M c _ 5. Describe 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% ( a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: l� U ; Approx. Depth: 7. Site contains areas of seasonal standing water: JAI Q ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year- round? b Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ; shrubs : mixed urban landscaped (lawn,shrubs etc) -IF 11. Obvious wetland is present on site: (Q1 D -----------=---------------- -- ---- -------.For City:Staff Use "Only ---- --- -- --- ---- ---- I,. :Sate is Zoned'?`' 2.. .SCS,magpedsoil.type(s}? �� .,�•>ntl�k<.�:�J-e..�� '�r•��,{•l�ir��. � �:� � S'�. . 3 .. Wetladd� inventoryor.0 A inap indicates wet;land.presentgn site? 4. Critical' Areas inventory or C;A. map indicates Critical Area on site? :.. 5rte within designatei.earth subsidence latidslide haaard area?�. r—T— �. &te-desigtiated on the Environmentally Sensitive Areas Map? DETERMINATION "a_ehkdoe; Ray 10/03/97 T 3 COCA �� �� C City ®f Edmonds NZW CRITICAL AREAS CHECKLIST The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a development permit to the City. The purpose. of the Checklist is to enable City staff to determine whether any potential Critical Areas are, or may be, present on the subject property. The information needed to complete the Checklist should be easily available from observations of the site or data available at City Hall (Critical Areas inventories, maps, or soil surveys). An applicant, or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist; make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant shall include other pertinent information (e.g., site plan, topography map, etc.) or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site I have completed the attached Critical Areas Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). . Owner/Applicant: f G"Iqzr Name Applicant Representative: y-oi�K Hs i C'rJ r1s T� Name Street Address Street Address City State Zip Telephone Signature �,'y 3 7 City State Zip 2 s - 7 q Z - / Y,6 `-{ Telephone - a:45�� 5�� Signs e 7Z �8 Date c:reccptlonlj analcac1. doc Date (over) City of Edmonds Critical Areas Determination Applicant: Johansen Construction Determination #: CA-98-122 Project Name: Permit Number: Site Location: 9309 Olympic View Drive Property Tax Acct #: [. � �-00-03 Project Description: Non -Project Specific Determination: Study Required: During review and inspection of the subject site on May 20,1998, it was found that the site contains a Steep Slope Hazard Area along the western portion of the property pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). . Based on these findings, prior to submission of any development permit, the requirements of ECDC 20.15B must be satisfied by completing the following: Before any permit application may be submitted, submit to the Planning Department a topographic survey prepared by a Licensed Land Surveyor delineating Steep Slope Hazard Areas. Any slope of 40% or more with at least 20 feet of rise will be classified as a Steep Slope Hazard Area. A 50 foot buffer is required from both the top and toe of the slope. A 15 foot building setback is required from the 50 foot buffer. For development of any kind which is proposed within the critical area, 50 foot buffer or 15 foot buffer setback, it must be shown that the development will not adversely impact the Critical Area or its buffer, by doing one or possibly both of the following depending on the outcome of the study: 1. For development proposals which will occur within the 50 foot buffer, but no closer than 25 feet from the top or toe or the slope, the 50 foot buffer requirement may be reduced to 10 feet if a study is completed by a licensed geologist or geotechnical engineer which clearly demonstrates that the proposed buffer alteration will have no adverse impact upon the site, the public or any private party. All Critical Area Studies, except those done by a licensed geotechnical engineer, must be completed under a three party contract where the City hires the professional required, and the applicant pays for the study (pursuant to ECDC Section 20.15B.150).. 2. If development must occur within the critical area, buffer, and/or buffer setback, and is not identified as an exception per ECDC Chapter 20.15B, a Reasonable Use Exception and Variance must be obtained pursuant to ECDC 20.15B.170A and 20.15B.040C). All proposed development of the subject lot must meet the requirements of Chapter 19.05 of the Edmonds Community Development Code. If the property owner wishes to apply for a specific development permit which they feel would not impact the Critical Areas located on the site, they may submit their proposal to the Planning Department for'review. If the Planning Department finds that the proposed development permit will not adversely impact a Critical Areas or its buffers, a conditional waiver may be issued on a project by project basis. Name Signature Date MEMORANDUM TO: Pc-98-144 FROM: Jason Tourtellot, Code Enforcement Specialist RE: 9309 Olympic View Drive DATE: 5/22/98 The Critical Area Checklist applicant submitted a site plan to me regarding his latest proposal for review as a potential Conditional Waiver. In response to the applicant's request, on May 20, 1998, I made a site inspection at the subject property. During my inspection, I was -able to determine whether or not a proposed project would affect a critical area identified on the site. It is my opinion, that the specific proposal for a single car garage, located on the east portion of the site, will not affect the steep slope critical area located on the west portion of the property. Therefore, I am granting a Conditional Waiver from the requirements of a Critical Areas Study for the construction of that single car garage. � -err--+ter - 161 C)PA, u VLA r r, t %Oo . (CAIZ-4 VbvE'3i+J� Q izoPUs4. C) 5; ►ye, c •,c(,1 �t,`Gr�i Cry: A- t44 C- a�,a5 t'"I Yv1 JAY, I I tz-J>.25 QcQ TDA TE 5 - I e) � � f - 6 InC.1890 May 26, 1998 Johansen Construction 2021 160" PI. S.W. Lynnwood, WA 98037 Is • CITY OF EDMONDS BARBARA FAHEY 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 MAYOR COMMUNITY SERVICES DEPARTMENT Public Works - Planning/Building - Parks and Recreation - Engineering - Wastewater Treatment Plant Subject: Determination regarding Critical Areas Checklist # 98-122 Dear Applicant: Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City is located on the reverse side of the form (bottom of page). It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records. IMPORTANT INFORMATION TO BE NOTED: PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT ADDITIONAL INFORMATION SUCH AS AN ENVIRONMENTAL CHECKLIST OR CRITICAL AREAS STUDY. The `DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a project -specific determination. y You must submit a cony of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED. 40 Permit applications include the following: Building Permits Conditional Use Permits Subdivisions Variances Applications to the ADB* Land Use Applications Any other development permit applications. Enc: Critical Areas Determination *Architectural Design Board C:Reception\Jana\C RLTR.doc Thank you. Sharla Graham Acting Planning Secretary • Incorporated August 11, 1890 O Sister Cities International — Hekinan, Japan r 1 E MBER CITY OF EDMONDS W `dd!!�NFI CONSTRUCTION PERMIT APPL I JOB ADDRESS NAME (OR NAME OF BUSINESS) /}4---VLE �_�� LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO. w MAILING ADDRESS 0_—� � 11b 0 ?� �' "` L�� PUBLIC RIGHT,OF�NAY PER OFFICIAL STREET MAP. CIT TELEPHONE NUMBER (f/1 EXISTING _W REQUIRED DEDICATION l �� PROPOSED—/���_ NAME %%/ ' 7% 1 lY" .ram RIGHT OF WAY CONSTRUCTION PERMIT REQUIREDX STREET USE PERMIT REQUIRED ❑ w ADDRESS �� = SEE ENGINEERING MEMO DATED 2 TELEPHONE NUMBER _ SEE PIW DEPT. REVIEW CHECK LIST DATED CITY REMA NAME CITY TELEPHONE NUMBER STATE LICENSE NUMBER ?J -471 CITY LICENSE NUMBER Legal Description of Property • include all easements (show below or attach four copies) METER SIZE ]BUILDING SUPPLY SIZE IFIXTURt REMARKS SIGN AREA ENV. REVIEW ALLOWED I PROPOSED COMPLETE I EXEMPT VARIANCE OR CU YARDS '1J FRONT SIDE ® PLUMBING NEW RESIDENTIAL ADDIALTER NON-RESIDENTIAL MECHANICAL CI RETAINING WALL C� SIGN REPAIR CHECKED 6Y TYPE OF CON. EXCAVATE ❑ FENCE CIDEMOLISH OR FILL X_FT) ❑PRE -MOVE INSP.I � SWIM SPECIAL INSPECTOR AREA COMPLIANCE INSP. POOL REQUIRED C) YES 1 I NO C� ❑ REMARKS SIDE SEWER WATER LINE ❑ aEl NUMBER OF STORIES NUMBER OF DWELLING / UNITS NATURE OF WORK TO BE 00 E^(ATTACH PLOT PLAN) PLAN CHECK FEE BUILDING PLUMBING MECHANICAL 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. Permit Application: 180 Days Permit Limit: 1 Year • Provided Work is Started Within 180 Days "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 u,hntpvrar nature. arisin0 directly or indirectly from the issuance OCCUPANCY GROUP VALUATION 0 z w i z w 11 UNITS w Q 3 ADB NO. A07LO—ECR,AGE9 ;SHORELINE 'z s� FEE HEIGHT OCCUPANT LOAD • is � •� �:�• • • � i• • �� � � • a ss' to Street Right -of -Way Existing ��� REQD Z Access Easements Existing A/rx�F REQD H 9 Utility Easement Existing AA/F REQD w Lot Per Subdivision Plat , ��?N�� Assessor Map w Site Plan Checked for Accuracy, Z Z Underground Wiring Reqd. (� U Check Accuracy of Legal scr tion eq Z Review by Date w Existing Water Main Size D. Water Main Required N Service Line Required :3 � Hydrant Size Existing 5 0� Hydrant Reqd Per Fire Code & Size w Detector Check Meter Reqd. _---- Cross Connection inspection — Fire Department Conments Water Meter Charge Read .- • S D `= - Review by Date Septic Tank Design Approved_ Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability C�%C� Proj. Drawing No. File No. Side Sewer Availability ea Sanitary Sewer Connection Fee Reqd. 3 Review by % / `. Date =l w Open Ditch Existing Reqd. Culvert Reqd. &4. Size_ x Catch Basin Reqd. Indicate on Site Plan O Shoulder drainage maintain collection on swale open runoff H N Manhole reqd. Indicate on Site Plan Soil Conditions and Ground Water Field Checked Review by Date Revised: lv10-1977 w DATE: _ — 7—Y-3 MEMO TO: Building Division Planning Department FROM: Engineering Division Public Works Department SUBJECT: %c'�l%� �ii;����/�..� Uk— After review of the subject Building Permit application, we have the following comments: 1. Connection to City water system required. 2. Connection to City sanitary sewer system required. 3. Right-of-way permit required for any work on City property. 4. Driveway slope not to exceed 14% 5. Backwater valve required if downstairs plumbing is below elevation of upstream manho e. 6. hater and sewer lines to be separated by 10 foot minimum. i - Cr STANDARD DRAINAGE PLAN CATCH APR 11983 BAS%N OETENTION PIPE LENGTH CONTROL CATCH (V6NT)\ gA51N-� Miu , 2' 1aAx COVER ouMLI iT co�TO LTR 5LOPE 4- O OUTL..ET �P,1 PRAp OR `"k RUNOFF 51PREADER) .. SYSTEM CROSS SECTION 'SEE PAGE 3 FOR OUTLET CONTROL DETAIL. 2' . 2' + (O" DAP, 4- &" SPALLS 2'. 2' .c 3' DEEP, `jy"— CRUSHED ROCK FROM CONTROL RIPRAP OUTLET WASHED GRAVEL t FROM q" OUTLET CONTROL F� OUTFLOW TRENCH, MIN 10' LON6, TOP < 4" PERF PIPE 'TO BE LEVEL 4" PERF PIPE WITH CAPS RUNOFF SPREADER OUTLET DETENTION SYSTEM PAGE I OF 3 _ ti tit >n G Y for location_ 9 plan by e!) u► A e phone _ '7 '7 A date_ DESIGN DATA System Imperm Pipe Pipe Orifice Number ..Area,;; Diam Length Diameter/ d" \ NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the resDonsibility of the property owner(s). Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. o-S 0 � O f=TI Z �owca m v 1 Tm0I oil Z� 0 W C C g� rn 0 L o C m CD a f o I " l�'G•S/GLNT"�L- RE',4>C. '. .�J`•' — -- DEAN READ';-,ARCHITECT6 \ t 8004 S �. 30th ST. 232-4255 _ �� N Ne - MON s� MERCER ISLAND, NIA.. 98040 � As'ii.� (44Sj rai-/etro APPROVED By PLANNING o� � tz 0 TANDARD DRAINAGE PLAN UPPER C A'rc- BASIN OETE►lT10N PIPE LENGTH CONTROL CATCH (YfiNT sks %N f r— 1' MIN , 2' MA% COVER —Z 5LOPE+ i le SYSTEM CROSS SECTION SEE PAGE 3 FOR OUTLET CONTROL. DETAIL. DLIT LGT CONTROL! �� 4" TO OUTLET (N PRAP OR RUNOFF SPREADER) .. 2' • 2' a G" MET, 4-(0" SPALLS (OIL ro WL) ,. 2's 2' r V' DEEP, j'_ CRUSHED ROCK FROM OTLET U�� �•.�� CONTROL RIPRAP OUTLET WASHED GRAVEL OUTFLOW TRENCH, MIN 10' LONG, 1 TOP 4 4" PERF PIPE TO BE LEVEL F M — ET CC) N- R 4" PERF PIPE WITH CAPS RUNOFF SPREADER OUTLET APR 11983 DETENTION SYSTEM PAGE I OF 3 for location_ 9 3 o 5 C)Lf GAa IA) r. plan by n LAI A * V— phone date 3 DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diame.te 0.3`JJ NOTES 1. Call Engineering Division (111-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the resoonsibi'lity of the property owner(s). Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept open at all times. ` i OF EDMONDS ..,..L+..�.r�i.::a�'T'��n:.;�.,•.2.:z. A .,.r.•..:..:ar u a.::: -f .�:......,...:dl. �.T., _ ,..a ,.L..:.Sy� .., ..., _ ...a. �... ,... ... ..._.-..:�,n�aott�..�.:,,r,..�-rrwt! CITY OF EDMONDS PUBLIC WORKS DEPA*ENT FOR INSPECTION CALL� Permit �v�' SLDE SEWER PERMIT 775-2525 Ext. (210&:5 Issue Date ��,+ h * PERMIT MUST BE POSTED ON JOB SITE * 1 Address of Construction Property Legal Description (include all easements) EDMONDS i'll PLAN Single Family Residence Multi -Family No. of Units Commercial Owner and/or Builder Contractor & License No. 14.4 — l V l ---- I- 4 )-) ,f 0 9, ;C r Invasion into City Right -of -Way: No /,r Yes (If Yes Right -of- way Construction Permit Required - Call Dial Dig 0A2,R551_4^4)) before excavation). H 7. Cross other private property: Yes No Easement required - Uattach legal description and county easement number. H a READ THE FOLLOW.I.N:G AND SIGN: a 4 a. Property owners must obtain a permit to install side sewers on >4 their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. w b. The side sewer contractor assumes full reponsibility for each Ei installation for one year. wC. Commercial establishment requires a minimum of a six inch (6") side sewer line. o d. Side sewers may not be installed closer than thirty inches (30") to any structure. M e. Side sewer lines must be laid at a minimum grade of 2% (1.150) O and maximum grade of 100% (450). 1 0 [i f. No turn in side sewer greater than 45 (1/8 bend).:is allowed between cleanout. All 90 turns must be constructed of a 450 (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. 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 : V/// I certify that I have read and shall comply with the above NPERMIT FEE: �� 6. Oo lvI i f +��� r tair a? pP 'dD>I�APPROVED BY: Date: OW B Date: CONNECTION FEE: �• APPROVED By :� Date: -13-R3 w * PERMIT MUST BE POSTED ON JOB SITE im F;,l W 6 Mo n P'D �111 ur (OZ. /Z ; init 0 L Y-A Alpic A z, /C V cv e. 9 0%-4 0 w > Z SD rn 0 > > tri n 0 t-1 Z 0 z 0 Z tri 0 � m z > 0 rr� rvl z: cn: z M 0 z 0 z LZ al z 0 .0 ft m CL 3 0 2 CL in M M I z 0 �VLI ' 4 jj EXHIBIT A. DESCRIPTION OF PROPERTY: PARCEL 1: That portion of Section 13, Township.2,7 North, Range 3. East.. _ W;M".- in Snohomish County, Washington, described as follows. Beginning at''the Northeast corner of. said Section; r THENCE South 0°21136" East 634.46.feet; THENCE South 66°44' West 327.60 feet; THENCE North 5102136" West 179.91 feet; THENCE South 39002' Wesc. 74.94 feet to the true point of beginning; THENCE North 53°15' West 279.43 feet; THENCE South 34119' West 50.04 feet; THENCE South 53015' East 275.31 feet; THENCE North 39*02' East 50.04 feet to the true point of beginning. (Said property is a portion of the unrecorded Plat of MAPLE MANOR.) PARCEL 2: That portion of Section 13, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington, described as follows: Beginning at the Northeast corner of said Section; THENCE South 0°21'36" East 634:46 feet; THENCE South 66044' West 327.60 feet; THENCE North 5°02136" West 179.91 feet; THENCE South 39002' West 124.98 feet to the true point of beginning; THENCE North 53*15' West 275.31 feet; THENCE South 34019' West 50.04 feet; THENCE South 53015' East 271.19 feet; THENCE North 39°02' East 50.04 feet to the true point of beginning. (Said property is a portion of the unrecorded Plat of MAPLE MANOR.) PARCEL 3: That portion of Section 13, Township 27 North, Range 3 East, W.M., in Snohomish County, Washington, described as follows: Beginning at the Northeast corner of said Section; THENCE South 0°21136"East 634.46 feet; THENCE South 66044' West 327.60 feet; THENCE North 5002136" West 31.59 feet to the true point of beginning; THENCE North 5002136" West 49.32 feet; THENCE North 53° West 67.75 feet; THENCE South 39002' West 100.05 feet; THENCE South 53015' East 69.11 feet; THENCE North 66044' East 74.30 feet to the true point of beginning. (Said property is a portion.of the unrecorded Plat of MAPLE MANOR.) All Situate in the County of Snohomish, State of Washington. N 890.19C�- i STREET FILE CITY OF EDMONDS 250-51h AVE N. e EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works o Planning • Parks and Recreation o Engineering June 2, 1989 LARRY S.NALIGHTEN MAYOR PETER E. HAHN DIRECTOR Mr. Jerry Schei Western Yacht Sales 2412 Westlake Avenue N. Seattle, WA 98109 Dear Mr. Schei: During routine inspection of our sewer system, it was brought to my attention of a possible hazard. Upon viewing this site with the Fire Chief, Jack Weinz, we found that this deck is a public nuisance and should be removed or fenced to prevent the public from getting on this deck. Attached is a plat map showing this property. Please call me at 771-3202, extension 314, to further discuss this matter. Your cooperation would be much appreciated. Sincerely, XZ� �C Bobby R. Mills Public Works Superintendent BB/lk Attachment OVDDECT/TXTLMK41 O Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan 890 19C' � .i CITY OF EDMONDS 250-5th AVE N. • EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works o Planning • Parks and Recreation o Engineering May 23, 1989 Gunnar Lie 9309 Olympic View Dr. Edmonds, WA 98020 Dear Mr. Lie: LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR I During routine inspection of our sewer system, it was brought to my attention of a possible hazard. Upon viewing this site with the Fire Chief, Jack Weinz, we found that this deck is a public nuisance and should be removed or fenced to prevent the public from getting on this deck. Attached is a plat map showing this property. Since it is difficult to tell which lot the deck is located, I have sent a letter to both addresses. Please call me at 771-3202, extension,314, to further discuss this matter. Your cooperation would be much appreciated. Sincerely, Bobby R. Mills Public Works Superintendent BB/lk Attachment Letter Sent To: 9309 Olympic View Drive 'J 9805 Olympic View Drive OVDDECT/TXTLMK41 ® Incorporated August 11, 1890 Sister Cities International — Hekinan, Japan 1R. 0 0 r '5 C. 12 �73 0 '01 ol( Llu Lu 1 \ <'•. •Cl IP ol 1 r, ' f; 00 00 CITY OF E D M O N ®S LARRY S. NAUGHTEN DEPARTMENT OF PUBLIC WORKS (206) 771-3202 MAYOR Edmonds, Washington 98020 Administration — 250 - 5th Avenue North Maintenance & Operations — 200 Dayton Street March 27, 1984 Allestad Builders 15922-68th Ave. W. Edmonds, WA 98020 Gentlemen: SUBJECT: R/W PERMIT #83-241 - 9309 OLYMPIC VIEW DR. The enclosed check in the amount of $72.50 represents reimbursement for the Street Cut Deposit for the subject permit. For your information, a copy of Ordinance No. 1935 is enclosed which requires the final restoration accomplished by the City (page 4, paragraph E). The Street Division arrived at the subject location to make the final patch and found the work already complete. The patch appears to be satisfactory and, therefore, the refund is enclosed. If this patch should require maintenance by the Street Division within a 2-year period, it may be necessary to bill you for the repair. If you should have any questions, please give me a call. Sincerely, 45%1---, BILL STROUD Acting Street Division Supervisor RM/ml Enclosures ARCH ` DT MILLS ^� DT CITY OF EDMONDS ASSET INFORMATION SHEET © NEW • ❑ ADDITION ❑ RETIREMENT STREET FILE ASSET N0. l>O y�3� ADDITION TO ASSET NO. DESCRIPTION /fit u t C l !w SERIAL NO. LOCATION 9 DEPT. NO. 43o9, vt If ceJ 4qn **PURCHASE ORDER NO. _ PURCHASE ORDER DATE COST *PROJECT NUMBER to 3 J PROJECT COMPLETION DATE I P f 13 / g'3 COST 2 5 0 �` B.A.R.S. ACCOUNT NO. • ESTIMATED LIFE Z S� INITIATED BY DATE APPROVED BY **SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ■ /' §"% ACCOUNTING ONLY © DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT • G.L. ENTRY REFERENCE DATE VERIFIED BY PROCESSED BATCH NO. _ INITIAL DEPARTMENT FILE ILEElMATION !iTEom`:m;MONDS, WASK- NGTON I L E REQUEST ,PURCHASE 'REQUEST F1INVENTORY; REQUES T WORK SHIP TO 7, c t. 121P.Laco 11 YE�I:D.OR::DIO. 'E.�.,f-'...::`ty::• ,c.,r ,_<__,. .D.O.C;U1 O O ORDER: Q T"-;::.`'._�:?w 10HI _A.T G PLEASE FURNISH THE FOLLOWING ITEMS: WIT �,COST DESCRIPTION— ";M JOT cosy ST ATED..'j[s�AL ILI, ZZ , ON K.: Z -- ---- n,( z VD Lv SUBTOTAL TAX —i ."TOTAL, AMOUNf"'�'V, LLL 1 IW REQUESTED .BY: DE^ '1"PROJECT-`t':x�'4"ka ESTIMAT kr za b APPROVED. BYi.:�:;, 441) 2 RECEIVED, 'BY-?!-„ '3 W, lip, 4 .6v, JL j" 7. 8 12 `j, CITY OF I_;1)h1ONI);; 'REFUND, OFWATER METER INSTALLATION & LET RESTORATION CHARGE & over 5�?i is aw Customer, Name. Customer Account No: �0''7service Address: 411t ,�,:r Inst`aliatio'n "'Date: Project No.:Meter Size: Meter: I- $ SD.UOStreet PeStoration:$ `Ins tall a tion Cost: $ Installation --. . . -• � tion cost: $ i `Refund Due: Meter - 411-000-0007252-02-00 $ �-- -, Street- 411-000-000-252-03-00 $ Refund Payable ,To. _ ,` 4_ Y, Zli ' Address .., -- -" '•v='. '' , tY S to to Zlp Approval Audit:_ 6V%Of Coo.rdinat-or ,/. Dt Utt,' Dt. ; i1; AcC �imY►/•'. .t- DRAINAGE: Pl Nht 2 STAND;4R'D .' V �fef,r t DETEN.TION SMTEiy) i c•fTROLWrC OE.TEfir.T,OtI VIP[ lNG7N0"I . AGI OF 3 PE 1 E� 1 'M,N 2 M,ka' LJYfF. I' I for locat-ion v<4r QP AFL":. �1an °by b a � + , M, -date �fj,PR'AP • •pESIGN �'.• . •; .w:: N Ru oFr .:DATa�. ,., Y 5y E-NA, CROSS SECTION .. .—. . e Sys t emI m Pi Pvle aritite e P. P P „ ` Number. Area,, Din Length Diamefer - ___ -_ U .-. T 1 7 T r 4!i_ 1 G 3 OR. OUT�E C,0 a ...- j •i tl . 3 08 qc RUNOFF SPREADER OUTLET —----•=— r `.. � APR , r 1983. fn:lneerinq Di.vls)or, 0-71-32 2) f; r ; rr- 3'a r •i i ar0 f ,:nal. inspCttl'OnS. 2. Re.: onsib l l ty fcr ope`raQ i'bn and mainter.ance•of. drainaC.e sy.stleml on' -tiyate b�ooe�ty'is the resbons.i-bality.` o?- the propertj'GMner(s-)',. Material acc.urK1-a"� d!•in-thie "storage pipe must be 'flus4d ,'out anG..'rer4ed +from ca•rch. ba.z;n�:ts"S.1"low pr'opeF.o6eration.:,ThP, eut;le•. eon.rq) �orjfiee must"be kept; o,;enat all times'. ' C I TV �`C� F . E D.M-O N�:S�;�•. • • Stormwater Best Management Practices Simplified Sizing Tool —City of Edmonds Unlike the linear relationships for infiltration facilities, the y-axis intercept of the regression line is not zero. Because the relationship is linear and the y-intercept is an integer, the slope of the line ("Factor") and the y-intercept ("Integer") can be used to calculate the pipe length as a function of the impervious surface area draining to it: Pipe Length (feet) = [Factor x Impervious Area (square feet)] + Integer As an example, for a project subject to the Category 2 site standards, the length of a 30 inch diameter pipe in feet would be calculated by multiplying the contributing impervious surface area (in square feet) by 0.0185 and then adding 13.6. The low flow orifice diameter required to meet standards varies by contributing area as shown in Tables 5 and 6 for Category 1 and Category 2 sites, respectively. For intermediate areas the orifice diameter should be rounded down to the next smallest area shown in the table. For Category 2 sites this may result in a detention pipe that somewhat over -achieves the 2-year standard and under -achieves the 10- and 100-year flow control standards. Use of the simplified sizing tool is limited to sites with up to 10,000 square feet of impervious surface area. However, modeling was performed for Category 2 sites up to 0.5 acres. Sizing results for these larger contributing areas were included in the data set used to develop the sizing equations, and these equations can be used as rule of thumb sizing for City design review of submittals for larger sites. Table 5. Detention pipe look -up table for Category 1 sites. Contributing Impervious Surface Area (sf) Pipe Volume a (cf) Length of Pipe b (ft) for Given Inside Diameter 18-inch 24-inch 30-inch 36-inch 2,000 73 41 22 15 11 2,500 89 49 30 18 12 3,000 109 61 33 23 16 3,500 122 74 38 24 17 4,000 142 81 45 29 20 4,500 160 95 49 32 23 5,000 181 2 56 35 25 sf — square feet; cf — cubic feet Pipe volume is average required for all pipe diameters, which differ somewhat due to varying orifice size. Detention pipe sized to achieve Category 1 detention standard: 0.25 cfs per acre of impervious surface area for the 10-year recurrence interval flow. 0.5" orifice 0.625" orifice 0.75" orifice 0.875" orifice i 108_04140-000 t r b n- v�f dsi�na raaldoc April 29, 2010 15 Herrera Environmental Consultants j. ' UTY OF EDMONDS ZONE 'PERMIT i CONSTRUCTION PERMIT.APPL'ICATION NUMBER. 0'-•?6 GWNERN A:rNaM. EyC�.F�ejl)E!SS7 .I ,'` ``JJ` ^CORE t 11 r E. T CORFSS /` I � 1 ('-LID .. " �� l.A >•l N L•y ICI ► u,14 L �— -I LEGAL DESCR Pi ON Cw w' - .Ao, JUBD.VISrON NO NO ..i 0-9309J�F.w2 - - - L P' PUBLIC RIGHT OF WAY PER OFFICIAL;TREEt MAP TESCP e y ELENE NUMBED-. coo Cy 020 0i7y Z727 .: '..RW E STINC NEOU EO rIED CATIO __ P Rapu 0�0 0. SI 0. F.IT ReR� A E - - .. - PROPOSED !". P nReplrileG yg - . A_" 0 W ADDRESS - ... - 'VJTERSZE LINE SIZE - vO.O'fl%1 URES:� PqV REQUIRED - ' - vfs0 NO REMARKS ZNIEIEP NMBERGT♦ /ICAI A�✓� (Lr .✓ - i`- .. �a/ cGidc�t')C ;✓c `WrP�, ✓ ,.�Ea, p O 2 i .ME�J o:tl h�ls�ci� : Cam: �v S ENGINAEE NG V MO DAIEO a CITY''..-�� L� 71 ��- (./' ZIP 'T-EJLLEP G%N 9pL7. -yS ONE NUMBER / 7JI'[b TIRE MEMO DA rF.O, gEVIEWEU By i .. �-�l/ U STATE LICENSE NUMOER LIPIRATION DATE - ,, II' CA'. \'_ pq f .. .. . VARIA RCU ADO[.. - SMUREUNE•..� Z Legal Description of Properly 'Include all easerlents Q F- t } 'E- o T a.l. �9�-'�Io�� F C-7OIj 1 SERA REVIEW COMPLETE 61pN AREA HEIGHT- = r- UU .�,�\ i{ti,.Neeea����ry{� .L' •1_ ..�1 EXEMPT ALLOWED PR .. AUnwE% PROP..DSED/ 6 COLS cltF ��1, EXF J j .I ��3 ' T _1 q o I L'.P•P �"TE�-r�� LOT COVEMG�' ALLOW'FO PPC'POSFD - REWIRED SETBACKS FRONT SIDE 'REAR PROPOSED SELBACKS IFT.1 FRONT LIRSIDE REAR ,♦y#i U 0. rT, ll O - .. i�/ Lai[i fG 1 i 15 , l0 .', S 10 ",Ul6 VI J.= proji.rty Te[ Account 'j Parcel Nq' 137Z D3��'DZ�,�O 3 f� LUL Aq EA + ". - V LNG VIEW BY D IE i D ti I .. dl NEw gE$IUENTIAL PLUMEIM"ECH' - W H� El ADDITION _ COMMERCIAL �. .. , �{jI - CHANGE CF USE ' REAIODEL� O APT, BLOC. SIGN ! _ O F GPADING FENCE � CHECKED BY TYPE OF CONSTRUCTION CODE OCCUPT AN GROUP , Z ~. PAR CYO$ [I DE1160SH WOODSTOVE a SWIM POOL IN$ERL HOT ' SPECIAL INSPECTOR - - AREA _ CCCUPA H., O Z H. TUB/SPA / yl GARAGE RETAINING WALL/ REQUIRED, YES _ LOAD -' W UU 1//-�L CARPORT ROCKERY RENEWAL- Q - 0. o (TYPE OF USE, BUSINESS ORACTIVITY)IEX Al.. PROGRESS INSPECTIONS PER UBC 108 0- O " W NV.at O OF / NUMBER'OF DWELLING CA AREAS ' LMf^ O STOP EG 'UNITS'' NUMRER ✓ [!" "" l� - _ IP F,. DESCRIBE WORK TO BE DONE (ATTACH PLPLANT' OT - LL .5.7 FINAL INSPECTION REQUIRED Z esU �rC�r7' -� VALUATION,-' FEE - )•" O' PLAN CHECK FEE - ? - GLAPING HCAi SOURCE' '\I- O/e BUILDING - ♦ PLUMBING - Plain Check No. ! / �' MECHANICAL This Permit covers work to be done un private property ONLY. GRADINGIFILL '- - I Any construction on the pLblic domain (curbs, soewAlks, - driveways, marquees, et C.)�Will require separate permission. STATE SUPCHAPGE -�. •.I. •Perrrill Application: 180' Urlys.. ,i Permit Limit: 1' Year - Pr^i;ded Work 1. Started Within 180 Day,. r STORM DRAINAGE FEE "AppliCanl, Onbehall of his or her Spouse: heirs, as sign s.and ENO. INS TION FEE- w successors in interest. agrees to indemnify, defend and hold Q W harmless the City COI Edmo ds, Wash ngton. its officials., - I 2 employees and agents from any and all Claims for damages of . - - _ -whatever nature, arising directly or indirectly from the. issuance ', - s Cf. th-s Derm 1. ISSUance of this Pe r Tit shall not be Go. med 10 modify, waive or.redoce any requirement of any.city, ordinance PLAN.CHECK nEP05 T . . - - " . nor limit"n any way the City's ability to enforce any ordinance pr0Yi51on'. TOTAL AMOUNT' DUE I: hereby acknowledge that I haye,read this application; that the I " ' " - " � - ' information given is' correct ; and that lam the owner, or the duly ATTENTION APP.UCATION' APPROVAL' _ - O allthoriied agent of the owner, I ,agree to comply with city and, state laws regulating construction;"antl In doing the work authori2• ed thereby, no person will be employed in violation of the Labor THIS PER IT AUTHORIZES ONLY THE .This application, is not a., permit until 0,. signed by the 0uilding Official or.hls/her. Codeofthe Slate of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and to" are Paid' and "receipt is lion Insurance MO RCW 18,27. INSPECTION 1' acknowledged in space provided, - SIONAIURk I 'NkR ON AGE, I GATE $IGNEgqQ q'- DE PAP ME CITY OF EDMONDS . ' - - -. ATT ni I ION CALL FOR INSPECTION RELEA E eY ArE 1T-IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE - UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR. A CERTIFICATE OF OCCUPANCY. HAS BEEN GRANTED USC %% `�^ 77.1 o"/;./O LaV ORIGINAL --File YELLOW —. In 57eCl0,r 1 ' - _ ' SECTION 109� PINK - On a COLD -_ As5es5o + 0 t S fIt'Ir �� p�")' i+:� t•e'..,j�" rein R f` ;.00190o e :.1: .[:� .'' O 5 <"`{7,+1' WSb !E�t�$�1 yJ.a, �.i f } t r , t IJ I: 3 r < S Q w � cn , J •. z w S. t LO w s • LL ui U b .k f 'r' •{ f >t y -i..,, >r .,;i9fy' t a1' '� dd Ya _-,�w.#i•�h7 t'� .a���jyy ,� pyp `}9V ,pY'�'irT; r>t4� ]gyp i.,y� 1. t� J Erx,�..�.d 7'Ypt'�,y,'•/ +LrN. TJ<li �'� r t !� ,'><f ) _1, z .P`��0.! Tiiha3t yyJJ S�.�IA'�`hY�'�M.SY.i T�'�i`t'N"�k� ��' y ) 4�a.Ni. I��i't'"1Y .a t 4, 4 WS 02:.18PM P4 P BY P 'P11N • ' f, 0; 4-1 o; crT Per r{ti;4r1i Gn' D ; Au o: C) z o .. 7*7 T-1 �r CA Z, i tDvYs . J YtC�> yy[- v M O ± F- w ik?UE�vAK GAS,. C-,m EW s SEP 2 2 ISS PERMIT COOK i lfyu� M { q OL.iwty7iC: r �f. Page 1 of 2 SnohomishOnllne Government Informotlon 8 Services County4* Washington Structure Information ;f Close Window General Description Parcel Number 27031300102200 (Roi) Structure Class Dwelling , Structure Type 2 Story w/Basement Year Built 1983 Exterior Features Foundation Conc or CB Exterior Siding -Lap ROOF Type: Flat or Shed Pitch Low '.'' 'Cover Built Up Interior Features Bedrooms 4 Full or 3/4 Baths 4 1/2 Baths.'21 , Heat Heat Pump Fireplace 2 Story pre-fab fireplace Floor Area Floor 1 Base SF 3495 Finished•SF 3495 Floor 2 Base SF 2143 Finished SF 2143 Floor B Base SF . 576 Finished SF 576 Garage(s) & Caiport(s) Attached Garage SF 610 Detached Garage SF 240 Other Features http://web5.co. snohomish.wa.us/propsys/Asr-Tr-Propinq/PropinfoO5-StructData.asp?parc... 10/22/2010 PLANNING DATA Street File SINGLE FAMILY RESIDENTIAL Name: M a v-l: � n Phillip p gm e f a Review Date: Site Address: q S� () OVI) Permit Number: ?/D 1 D ^ 0 % 3?- Project Description: �� ®�� a 4 d I *I ® n Zoning: �L5 . � Comp Plan: d-5 F ® lA r r Corner Lot: (YES / 10 Flag Lot: (YES / 0) Small Site Plan: YE / NO) ADU Created: (YES / NO) LLA: — CUP: Variance: — Shoreline: Subdivision/Legal/Recording Number: Legal Nonconforming Land Use Determination Issued: (YES /9)'tWD tX P arC'EI S Critical Determination #: LI� � t S— B �IV Study Required ❑ Waiver SEPA Determination: t)4-c(yam °0 n® 5,o 6 I' e6--r- 61 °0 Re uired Setbacks Street: �� o Si :( �\ d o J Side: CS/ ®p Rear: Actual Setbacks Street: 10 0 a Side: Side: 5-® Rear: `1t ®® e Detached Structures • Rockeries/Retaining Walls • Fences/Trellises/Arbors Bay Windows/Projecting Modulation • > 30" Stairs • Covered Deck/Porch • > 30" Eaves Chimney/Fireplace • Uncovered Unenclosed < 30" Deck/Porch/Patio Parking Required: 2 Parking Provided: Coverage Required: 3S% Coverage Provided: 114 Lot Area: ®� �� 9 � YYUJJ i �� Lot Coverage 3 q &,� g Calculations: B ilding Height Datum Point: Datum Elevation: Maximum Height: 2S' Actual Height: NIA _- Wit, in r1✓tt-ai Plan Review By: Gina Coccia, Associate Planner CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWN NAMEWAME OF BUSIN MAILING ADDRESS CITY� / ZIP T PH E NAME ADDRESS CITY ZIP ITELEPHONE NAME ADDREIS. CITY ZIP TE PHO E % STATE LICENSE NUMBER EXPIRATIO D TE ED Y ti,..0 i�'G�1 �� PROPERTY TAX ACCOUNT PARCEL NO. 27 0.3 (3 001 d -� QD ❑ NEW RESIDENTIAL Iy'µ ❑ PLUMBING / MECH ❑ ADDITION ❑ COMMERCIAL ❑ COMPLIANCE OR CHANGE OF USE ❑ REMODEL ❑ APARTMENT ❑ SIGN ❑ REPAIR ❑ G! % / l CYDS •f*�+"` ❑ � ENCE X FT) OLISH ❑ ANKOTHER��O/ ❑ GARAGE CARPORT ❑ ROCKERY WALL ❑ RENEWAL (TYPE OF USE, BUSINESS OR ACTIVrM EXPLAIN: _.of-�� NUMBER NUMBER OF CRITICAL OF DWELLING AREAS Cie—1 2 STORIES UNITS NUMBER DESCRIBE WORK TO BE DONE HEAT SOURCE GLAZING % LUT SLOPE % PLAN CHECK NO: oa i! VESTED DATE � � THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. j PERMIT APPLICATION: 180 DAYS PERMIT LIMM 1 YEAR - PROVIDED.WORK IS STARTED WITHIN 180 DAYS SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS 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 PERMn: ISSUANCE OF THIS PEF)J rP`SHALL NOT BE DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT,OF'ANY CITY ORDINANCE NOR LIMIT INANY-WAY THE CnY'S ABILITY TO ENFORCE ANV ORDINANCE 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 AUTHORIZED AGENT OF THE OWNER I AGREE TO COMPLY WITH CTTY'AND STATE LAWS REGULATING CONSTRUC- TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 1S.27. SIGNATURE AG"ER Q DATE SIGNED ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY.A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 10/01 °; ` PERMIT EXPIRES L/C ­ USE PERMIT . ZONE NUMBER JOB ADDRESS q3 O SUITE/APT# �j �/G //' f�; PLA E/SUBDMSION NO. LOT NO. LID NO. D F4 S ., PUBLIC, RIGffr OF W E . EFI STREET MAP T 8CP -' ' Rw SUM Use Parnift Rsqd EXIS�NO') "PROPOSED I"epeceOReq"ired ...- Sldews& Required REQUIRED DEDICATION FT �W r nd METER SIZE LINE SIZE NO. OF FIXTURES PRV REOVIRED YES D NO13 REMARKS z OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE Ae4r— l) ESINEERING . ED/DAT r#jx /AV. I&W 0. 0& 0-1 Z�__ FIRE REVIEWEDiOY DATE s VARIANCE OR CU SHORELINE OR ADO# INSPECTION BOND �YESO'D; O.„ POSTED SEPA REVIEW' - -• SIGN AREA "' HEIGHT COMPLETE ,..'EXEMPT ALLOWED .. PROPOSED ALLOWED PROPOSED LOT COVERAGE REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT, L/R SIDE REAR PARKING LOT AREA PLANNING REVIEWED BpY, DAT READ PROVIDED ^� �✓1� �� j REMARKS C-T-T' JU t' oHt>( fio Mac 0W ✓C7Z- 4lz9 0t, CHECKED BY TYPE OF CONSTRUCTION CO i7 OCCUPAZ GROUP =. SPECIAL INSPECTOR AREA REQUIRED ❑ YES OCCUPANT JLDAD REMARKS PROGRESS INSPECTIONS PER UBC 108/17INAL INSPECTION REO'D 9 VALUATION $ FEE I 1DescrlDt1dd.- ' 1 FEE Plan Check';' ! Building Plumbing Mechanical Grading Recording Fee Engr. Review 5Q City Surcharge Engr. Inspection State Surcharge T a ion Plan Chk Deposit Fire Review Receipt # Fire Inspection Total Amount Due Landscape Insp. Receipt # APPLICATION APPROVAL CALL This,applicatlon is not a permit "a signed by the FOR INSPECTION Building Official or his/her Deputy: and Fees are paid, and receipt is acknowledged in spice proAded. (425) O 1 IG TE 5 771-0220 RELE BY TE EXT 1333 771-0221 FAX ORIGINAL - F • YELLOW - INSPECTOR PINK - OWNER GOLD 7 ASSESSOR RECEIVED CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OWNER NAME/NAME OF 7INESS MAILING ADDRESS $ 4%)* 6 V/OW47 J v4' CITY ZIP TELEPHONE ObIVAQK AW, I Alh -7" 12n ADDDDRREESSSS /� ;ff F'R/f�r�"'gwoi • � �' —k�o CITY �/�)e �Q ` ZIP Mom A$" ^�{/j ✓ TELEPHONE' NAME C C/oV � Gf O C�,fi� • ' " " ! �/rG/ CBL q�f ADDRESS DD/< CITY ZIP m TELEPHONE 906 _232 STATE LICENSE NUMBER �'S•�6�/l3�L/n/ EX IRATION DAT �'i� o.� C CKE[ PROPERTY TAX ACCOUNT PARCEL NO. ❑ NEW RESIDE$TIAL ❑ ADDITION ❑ COMMERCIAL REMODEL ❑ MULTIFAMILY ❑ REPAIR GRADAG Y� ❑ DEMOLISH tETAININGiALL KGARAGE ❑ CARPORT ❑ ROCKERY (TYPE OF USE. BUSINESS OR ACTNRY► EXPLAIN: S-i 16t -pia a► NUMBER OF %�� NUMBER F DWELLING I STORIES / e��+ . UNITS (/ DESCRIBE WORK TO BE DONE KUMBI MECH COMPLIANCE OR ❑ CHANGE OF USE ❑ SIGN ❑FENCE ( X ❑ OTHER i ❑FIRE SPRINKLER FIRE ALARM AREAS IT "PERMIT EXPIRES VSE PERMIT ZONE � � NUMBER JOB SUITE/APT ADDRESS PLAT NAME/SUBDIVISION NO. LOT N0. r LID NO. LID FEE _ PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP - T P ed RW Permdt it ReApproquired Street Uea Permit" EXISTING PROPOSED itapectlan Required Sidewalk Required REQUIRED DEDICATION FT Yuman METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIR I O YES D NO)<= REMARKS I OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE il ENGINEERING REVIEWED BY DATE FIRE REVIEWED BY DATE Q V6 VARIANCE OR CU SHORELINE OR ADBM INSPECTION REO'D BOND POSTED BY _ DYES ONO ; = SEPA REVIEW COMPLETEf' EXEMPT SI N AREA Y..ALLOWED" PROPOSED HEIGHT ALL WED PROPOSED EXP LOT COVERAG REQUIRED SETBACKS (FT.) PROPOSED SETBACKS (FT.) ALLOWED PROPOSED FRONT SIDE REAR FRONT L/R SIDE REAR PARKING O REA LANN NG REVIEWED BY DATE, RE VIDED \ n CHECKED BY TYPE O RU ION CO OCCUPANT GROUP SPECIAL INSPECTION AEA OCCUPANT REQUIRED [YES LOAD 10 REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REG'D -• s pN'"` VALUATION $) 4pg Cr 1LdF &WW i 6E2M. o Description FEE Description FEE SWAV., ^06* sae- Plan Check State Surcharge HEAT sdkiRCE I GLAZING % LOT SLOW V Building Permit L City Surcharge `PLAN CHECK N : VESTED DATE Plumbing D Mechanical' THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO Crading BE DONE ON PRIVATE PROPERTY ONLX ANY CONSTRUCTION ON THfiPUBUC , DOMAIN (CURBS, SIDEWALKS. DRIVEWAYS, MAROUEES,.ETC&y*iiLL FjEiOUIRE SEPARATE PERMISSION. Engr. Review i j PERMIT APPLICATION 1s0 DAYS Engr. Inspection PERMIT LIMIT I YEAR - PROVIDED WORK IS STARTED WITHIN TSO DAYS' SEE BACK OF PINK PERMIT FOR MORE INFORMATION 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS i Revew f wli CnK 1t Fiie Uep03 J 4 IN INTEREST,. AGREES. TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONDS, WASHINGTON, ITS OFFICIALS,, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Fpcelpt # 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 MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. �,� _;,.:: '' Total em ! NOR LIMIT IN ANY WAY THE CITI"S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' .. Recording Fee }. � ipf# j.r';. 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT AND THAT I ALA THE`OWNER,_OR,TFIE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- `.ALL � This application Is not a permit until signed by the, ' TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Oftlal or his/her Deputy: and Fees are paid, and IN VIOLAIION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged In space provided. WOYMENI COMPENW21LSYRVCE AND RCW 18.27. SI TUR ER A DATES NED (425) OFFI SIGNATURE �T / 7. 1'f 0220 k TION EXT 1333 RELEAS D DATE IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL _,• /it V A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI ORIGINAL - FILE YELLOW -INSPECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK -OWNER GOLD -ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN -ACCOUNTING / 0 CA IVIIIVIIVIVIYI VIV1_ SETBACK = 10'-0" SCHEMATIC SITE PLAN SCALE: 1 "=10'-0" Zone P,6 — I ti Corner Flamm-, Setbacks Required _Actual Front • -9 '; l 2 b Sides 10 l-6 / rip Rear _ 1195 7 I O U Other Height 7- 5 N�L APPROVED BY PLANNING APPROXIMATE LOCATION OF EXISTING TCI MnLJf1AlC nrll C PROPERTY/ SITE INFORMATION 1. TAX ACCOUNT PARCEL #: 27031300102200. 2. ZONE: RS-12 SINGLE FAMILY DWELLING. 3. LOT SIZE:.62 ACRES (27,007.2 SF) 3. LOT COVERAGE: 35% ALLOWABLE MAX.; 23.5% ACTUAL 4. OWNER: PHILLIP AND PAMELA MARTIN. 5. ADDRESS: 9309 OLYMPIC VIEW DRIVE, EDMONDS, WA. 6. HEIGHT OF BUILDING REMAINS UNCHANGED. 7. IMPERVIOUS AREA REMAINS UNCHANGED. 8. NO SOIL DISTURBED, SO MINOR SITE REQUIREMENTS PER SWM DRAINAGE SYSTEM DESIGN AND EROSION CAN SEDIMENT CONTROL REQUIREMENTS NOT NOTED. 15 EAST MARKET ST CORNING, NY 14830 phone (607) 937-1946 SEAL: 5575 CONSTANCE SANDS T ti STATH ®MP���'> CONSULTANT: PROJECT: MARTIN HOUSE INTERIOR RENOVATION 9309 OLYMPIC VIEW DRIVE EDMONDS, WA DRAWING TITLE: SCHEMATIC SITE PLAN REVISIONS: ISSUED FOR PERMIT REVIEW SCALE: AS NOTED DATE: 10-19-10 DRAWN: EH/ IMW REVIEWED: EJS/ DJA PROJECT NO: 1008 DRAWING NO: i LS1.01 .• ojo "Noo, 1 `fo ° .. ' i • ,1 I � ��'� �� ' `mil 6 [ ."`�.. � / , ofl- 110, dp • • ' • .. I . t •* • r_ .y •'� ..r.+'� �^ / .na' ~ OF .10 - ly `d J . -.._ ..1.._ '_ _' .� •___ /% / // 100.00 wmwft-� 00, Al �. I• '' 1,;i ,� /'Cd ®. ( I . • •.Y.YOY•� •fir ��• �'�'• ��' . •�•.,� . •YY�_ � ' r • `\ A / _ .�, / 1 go 90 owe 4. call Or •. ••• yyy ••��..�� •�.{�o,•���Y�,,,����//''' '.►w.i ���//�//•��,jl�//��, �t •• V • , •'�•S r L... '.•.. „ AOM MA ONO _.�:...�... •��►+f/+'.+1/ `ems *� •y.�y� �r i• C. �r' •+. :, '•T kno iw Ado Ado wow Ar Air glovoom El AV 0 owa !�WAW A t= -�4 . , - I R?,A, • UL 2 BUILDING DEPT. ?5 STREET FILE cT Ol e� C YK w e� c 0. All, e -�� G���� /d,51c :39W (I r\ 4ed j) kou Wool ";Oo� A -I it OJA�;& j Abpw - ........ wool Ol .0i do, ol bb :06 L 0 e oe .0or 0 o Milo= —7 40 ri- .I / 1Or __ '_, "001, IF 44 4-WAJ NT1101 / .... .............. .000' r 000, Oil tw 010 + / 0.00i b A\ .00e l .� •' y t AgOl t ol A93..4mwew -0011 oo/ .0000, P d000 I, •f ' •. • 1 . • • - , ' : n _ /, . , .. ; + i , + it `I , , % 1 �, _ ____ /V 0 011 Oill oll Now; rl �04 0 04 A4w 77- k _5 Ap�worllllll , — I - - -. . : �ol l� lit.1• Jw to -0-7:-- F 5(2 c All 310t9W. Z>90- V44 4W dw A107 A W4 All low rzi AP Ft BY PLANNING r -~17 CITI t BUILD WORK—li_ pe =Wwi jLllf Ammmor. —A*% owy ADDRESS vidalsop'llill pow t - OWNER� 04p/- -hVdW-N1Ao1?AWArX.W11# ~'ill AN 210"o APPROVED W q6 A STREE7 FILE -3LDG. OFFICIA 7 77 SE R A i. Ill -000. p/9VV1;Vf-1pp lo WAA" o1wed, " APR 2 7 2002 DEVELOPMENT ES . CyR. CITY SERVICES OF FIM101"VD f10T NUMBER cx Lr- cn co Cc cm U3 r— u Cl- CL xx uo rX EL, LL. LLI LIJ