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21010 70TH AVE W.PDF111111111111 5488 21010 70TH AVE W ADDRESS: 41/1, LAJ Rivas Av TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS:. DETERMINATION: E] Conditional Waiver []StudyRequired E]Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: — PERMITS (OTHER):_EM - o 2,6 (T�) PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: OTHER: LID #: LOT: BLOCK: l.ATEMP\DST's\l-,orms\Street File Cliecklist.doc CITY OF EDMONDS 121 5TH AVENUE NORTH EDMONDS, WA 98020 - (425) 771-0220 FAX (425) 771-0221 Website: www6edmondsma.us DEVELOPMENT SERVICES DEPARTMENT c. 8C)", Planning - Building - Engineering December 12, 2008 MEMO TO: Edmonds School District Verizon Northwest SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snobon-ush County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Puget Sourid Energy Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable Waste Management Norfl-iwest Please be advised that the attached lots addressing has changed. The Assessor information has already been updated. GARY HAAKENSON MAYOR Parcel # 00566900600106 (Currently under construction) has been assigned the address of 21020 701h Ave W. Parcel # 00566900600102 (existing building) has changed from 21020 701hAve W to the new address of 21010 701h Ave W. If you have any questions regarding this letter, please contact me at 425-771-0220 or Umbaugh0aci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Respectfully, Y/ Theresa Urnbaugh Permit Coordinator Edmonds Building Department L\TernP\DS'F s\M aster Letters\New Address 12/12/2008 Incorporated August 11, 1890 Sister City - Hekinan, Japan 'I'VI'Snohomish County Online Pr6perty In ormation -7777 77 2704200030,2100. 7,330 210TH-S' SVV. IL?i .00566900600103 '.0105 I 0056690060b 7,32D -?1-3,H ST SW '10-30 7,,)TH AVE'.1-N. 2 1 '�l *�-:; 7-1 j -G*0566900600106 00566900600102 21-DlD -.-DTP.AVE,V.' —2�j 21C)-H ST S. L 9"L '12 I TH .VE L 21�1 Legend Feature 004?8900000100 S!reel N�in*#� Tax parce�-z G,.:j GrvJ -27042000303500' 00566900600402 005669G '0600301 -ba J',,as 702-9 _7 12 THIS S.�, 21 1 �34 T AVE' 27042000302300 Y Disclaimer: Snohomish County disclaims any warranty of merchantability or warranty of fitness of this data for anv i)articulaT numose either exoress or imnlied. No rem-esentation I warranty is made concerning the accuracy, currency, completeness or quality of 'a depicted. Any user of this data assumes all responsibility for use thereof, and 1her agrees to hold Snohomish County harmless from and against any damage, s, or liability arising from any use of this data. on: 12/12/2008 0 0 Snohomishftline Government Information & Services County4O Washington * RE A IL * Property.Inforniation County Home Assessor Home Treasurer Home Information on which Depgjrtment to contact Please view Disclaimer If you have questions, comments or suggestions, please Contact Us. Date/Time: 12/12/2008 11:13:31 AM Answers to Enequently Askod Questions about Parcel Data (opens as new window) Return to Pro erty Information Entry page Parcel Number 00566900600102 Prev Parcel Reference 56690060010205 jj View Map of this parcel (opens as new window)JI General Information Taxpayer Name 11 Address (contact the Treasurer ifYou have questions.) CRE PROPERTIES LLC 1117409 BEACH DRIVE NE --- LAKE FORREST PARK, WA 98155 If the above mailinc, address is incorrect and VOU want to make a change, see the information on Name and Address Changes OwnerName 11 Address (contact the Assessor if%'OU have questions) CRE PROPERTIES LLC 1117409 BEACH DRIVE NE --- LAKE FORREST PARK, WA 98155 If the above narne and address is incorrect due to a recent sale, please see the information on Name and Address Chan�ges After a Sale Street (SitUs) Address (contact the Assessor if%ou have questions.) 21010 70TH AVE W --- EDMONDS, WA 98026-7202 Parcel Legil Description Section 20 Township 27 Range 04 Quarter SW -- SEATTLE HEIGHTS DIV 4 BLK 006 D-02 - E 109FT OF LOT I & LOT 2 SD PLAT EXC N I ioFTTHOF & EXC S 12FT THOF A KA PAR A CITY OF ED LLA LL-2007-0078 AFN 200711155002 Go to top of P ge ji, Treasurer'sTax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) 2008 Taxes for this parcel $4,390.86 Pavments: Receipt No. 439506� 4/9/2008 $2,330.79 Receipt No. 47239421 10/22/2008 $2,060.07 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees and any fees related to late payments. LID charges, if any, are not included.) To obtain a duplicate tax statement, either download our Tax Statement Reque. I forin or call 425-388-31366 to request it by phone. -Go to top af pqge Assessor's Property, Data Characteristics and Value Data below are for 2008 tax vear. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) Forquestions ONLY about property characteristics orproperti, values (NOTlaves), 0 � 0 please contact the Assessor's Office Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. Reductions for exemptions are made on the property tax bill. Tax Year 2008 Market Land $317,300 Market Improvement $237,4001 Marke - I Total $554,7001 Tax Year 2009 Market Land $378,900 Market Improvement $237,4001 Market Total $616,3001 Go to top of "a e Valuation, Payment, and Property Tax History View Histo (opens as new window) Go to top -off P-g�L Property Characteristics Tax Code Area (TCA) 00217 View Taxing Districts for this Parcel (opens as new window) Use Code 243 Millwork, Veneer, Plywood & Prefab Struc. Wood Size Basis ACRE Size 0-30 (Size may include undivided interest in common tracts and road parcels) Go to top of ppge Property Structures Type Yr.Built Structure Description Commercial 1930 SHEPPARD MILLWORK, INC View Structure Data (opens as new window) Go to toaofp.��e Property Sales since 731/1999 Explanation of Sales Information (opens as new window) Sales data is based solely upon excise affidavits processed ky the Assessor. Transfer Receipt Sales Excise Deed Grantor (Seller) Date Date Price Number Type 1/27/2006 3/14/2006 $0 398029 W CONWAY TERRENCE& 12/19/200512/28/2005 $800,000 101399 W 6/8/2000 1/1/1900 $400,000 257278 W Go to top of pgge CLAIRE HEDIN WILLIAM JR & JOYCE SHEPPARD GENE WILLIAM AND EVELYN Property Maps Township/Range/Section/Quarter, links to maps Neighborhood 5604000 Explanation of Nei-ghborhood Code (opens as new window) Grantee (Buyer) Other Parcels CRE PROPERTIES LLC No CONWAY TERRENCE & Yes CLAIRE HEDIN JR WILLIAM Yes ANDJOYCE Township 27 Range 04 Section 20 Quarter SW Find parcel mapLftor this Township R nge/Section F1lap of this parcel (opens as new window)11 0 0 Snohomishftline Government Information & Services CountY40 Washington -' R E A L * Property Information County Home Assessor Home Treasurer Home Infon-nation on which Department to contact Please view Disclaimer If you have questions, comments or suggestions, please Contact Us. Date/Time: 12/12/2008 11:13:17 AM Answers to Lrequently Asked Questions about Parcel Data (opens as new window) Return to Propee Information Entry..p?�e Parcel Number 00566900600106 Prev Parcel Reference 56690060010601 jj View M4p of this parcel (opens as new window)l General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) CRE PROPERTIES LLC 1117409 BEACH DRIVE NE --- LAKE FORREST PARK, WA 98155 If the above mailin- address is incorrect and you want to make a chanoe. see the information on Name and Address Chang ,es Owner Name 11 Address (contact the Assessor if you have questions) CRE PROPERTIES LLC 1117409 BEACH DRIVE NE --- LAKE FORREST PARK, WA 98155 If the above name and address is incorrect due to a recent sale, please see the information on Name and Address Chan -,es After a Sale Street (Situs) Address (contact the Assessor ifyou have questions) 21020 70TH AVE W --- EDMONDS, WA 98026-7202 Parcel Legal Description Section 20 Township 27 Range 04 Quarter SW -- SEATTLE HEIGHTS DIV 4 BLK 006 D-06 - E 208FT OF LOT I & LOT 2 SD PLAT EXC N I 10.00FT THOF & EXC E 109.00FT THOF TGW S 12.00FT OF E 109.00FT THOF OF SD LOT 2 AKA PAR B CITY OF ED LLA LL-2007-0078 AFN 200711155002 Go to top of pagge Treasurer's Tax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) 2008 Taxes for this parcel $2,510.87 Payments: Receipt No. 43950661 4/9/2008 $1,120.071 Receipt No. 4723941 10/22/20081 $1,390.801 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees and any fees related to late payments. LID charges, if any, are not included.) To obtain a duplicate tax statement, either download our Tax Statement Reques4 form or call 425-388-3366 to request it by phone. Go to top of P ge Assessor's Property Data Characteristics and Value Data below are for 2008 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) Forquestions ONLY aboutproperty characteristics orproperty values (NOTuLves), I 0 0 please contact the Assessor's Office Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. Reductions for exemptions are made on the property tax bill. Tax Year 2008 Market Land $317,200 Market Improvement $01 Market Total $317,2001 'Fax Year 2009 Market Land $378,500 Market Improvement $01 Market'rotal $378,5001 Go to top of page Valuation, Payment, and Property Tax History View History (opens as new window) Go to top of pqge Property Characteristics Tax Code Area (TCA) 00217 View Taxing, Districts for this Parcel (opens as new window UscCode 910 Undeveloped (Vacant) Land SizeBasis ACRE size 0.33 (Size may include undivided interest in common tracts and road parcels) Go to top of pAge Property Structures No structures found for this parcel Go to top of pag Propell-tv Sales since 7/31/1999 Explanation of Sales Information (opens as new window) Stiles data is based sole1j, upon excise affidavits processed by the Assessor. Transfer Receipt Sales Excise Deed Grantor (Seller) Grantee (Buyer) Other Date Date Price Number Type Parcels 1/27/2006 3/14/2006 $0 398029 W CONWAY TERRENCE & CRE PROPERTIES LLC No CLAIRE 12/19/2005 12/28/2005 $800,000 101399 W HEDIN WILLIAM JR & CONWAY TERRENCE & Yes JOYCE CLAIRE 6/8/2000 1/1/1900 $400,000 257278 W SHEPPARD GENE WILLIAM HEDIN JR WILLIAM Yes AND EVELYN ANDJOYCE Go to top of page Property Maps Township/Ranp-e/Section/Quarter, links to maps Neighborhood 5604000 Explanation of Neigbborhood Code (opens as new window) Township 27 Range 04 Section 20 Quarter SW Find parcel maps for this Township/Range/Section View Map of this parcel (opens as new window] Z- -) I FILE AP 8�10VE� AS NOTED Y EN IN VING CITY OF EDMONDS Date: TRAFFIC IMPACT ANALYSIS WORK SHEET Name of Proposed Project: Vitiour, 'Pulp Owner/Applicant: 04�� Name 14OU -7 0 Street/Mailing Address t�D M" IAIA- city State Zip Telephone: 45',114- W I Applicant Contact Person: Name 100 Street/Mailing Address city State Zip Telephone: 0 (00 Traffic Engineer who prepared the Traffic Impact Analysis: -f*.3 I a — Firm Name Contact Name 1. PROJECT DESCRIPTION a. Street address (if known): 110,7-0 -16tL b. Location: re "., W I I t� c. Specify existing land use: Telephone Muaa a viciniV mV and sitepland d. Specify proposed type and size of development: -E>6614tF, Zft�dCAQr-.1 e. When will the project begin construction and when will it be completed? f Define proposed access locations: . Qi!mh�(h g. Define proposed sight distance at site egress locations: AZhCfl15b Page I 9 0 Five Years After Ovenine LOS: With Project: Without Project: Note any assumptions/variations to standard analysis default values and justifications: 7. MITIGATION RECOMMENDATIONS State recommended measures and fees required to mitigate project specific traffic impacts. Traffic impact fee shall be calculated from the Edmonds Road Impact Fee Rate Study Table 4 (attached) and as identified in ECDC 18.82.120, except as otherwise provided for independent fee calculations in ECDC 18.82.130. W9A W I P- L -4 � E I -Cmr_ 4#'Tt = W1, 11; VIM 9 9 54 L., Yo %I I -Mi M-11201iffia I MIVF� we%A) SAENGR\D=e1hCi1y ProjectsNTLA GuidelimMaGnpAnalyWork 9-04.doc Page 5 2. All references to epoxy paint have been removed. 3. Door schedule is revised to include the "unlocked door" note. — sheet 2. 4. Exit signage is identified on the floor plan at each exit door. See sheet 2. 5. Plumbing fixtures will be by deferred submittal and will include a back flow preventer inside the building. A concrete curb is proposed for the rear area of [ 1041 to surround an existing drain. This location will be where the floor mop water is disposed. 6. Occupancy calculations for exiting and for plumbing fixture requirements have been completed on a new sheet — sheet I a; the building has no fire sprinkler system this is added on the cover sheet; the occupancy on the cover sheet has been changed to "B", Planning Department Review I - The traffic impact form will be submitted under a separate cover. 2. 1 visited the site & measured the existing stalls to make sure t*he 16.5' dimension will be achievable. The dimensions are located on sheet 2. 3. The fence elevation is shown on sheet I a; the size of the fenced area is reduced and shown on the site plan and again on sheet 2; in measuring the site, the fence will be approximately 17' — 2" from the edge of the traffic way. Following is a picture of the area, and of my car in a position where it would be entering the traffic way. i 11c Lunwe is proposea ror approximately the end of the parking stall striping. As you can see, the entire car is visible beyond this point, and the front bumper is about 2 feet short of the street edge. From inside the car, lookiniz north. this is the view I LI1%.,l 1� la Ilk) put-untim interierence oi ine view ot oncoming traftic. by the proposed fence location. Also, the AASHTO standards that I was able to find identified minimum stopping distances, and other considerations based on the posted speed. The requirements started at 30 MPH posted speed. This Avenue is posted at 25 MPH, and I could find no view or stopping requirements for speeds that slow. We respectfully request that the fence size & location be approved without further review. I believe I have addressed all the issues from all the reviews (with the exception of the traffic mitigation study) and this project can be approved and prepared for permit issuance. Upon resolution of the Use for this tenant, and it's comparison by the traffic engineer to the previous user, we will complete the process and hope to start construction as quickly as possible. Our date when we need to be out of our existing space is rapidly approaching and any effort to expedite the process will be greatly appreciated. Tbank you for your consideration. Robert S Miller architect -t -0 C. 18 )'*J CITY OF EDMONDS 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering November 29, 2000 CERTIFIED MAIL ents/ wners 271020- nd 21104 70'h AvenueWes t E monds, WA 98026 SUBJECT: Angle Parking Striping Within the Ci!y Right-of-Wa Dear Residents, GARY HAAKENSON MAYOR Angle parking striping has been placed in the right-of-way in front of both of the above addresses. The situation is causing an immediate traffic safety issue to the motoring public and pedestrians. Per Edmonds Community Development Code (ECDC) 'Section 9.20.100, this is a Hazardous Condition on Public Street Right -of -Way. Per ECDC 8.48.137, the City Traffic Engineer is the only one to designate street angle parking. if the striping has been placed by you, please remove it within five (5) days of receipt of this notification, or the Public Works Department will be contacted to remove such striping. If you have any questions, please contact me at 425.771.0220. Sincerely, MARYANNE ZUKOWSKI Traffic Engineer MAZ/cmc c: Chuck Hiatt, Street Division DAMy Documents\Engsec\TRAFFIC\70thAveAnglE,,Mftrpo rated A ugust 11, 1890 0 S 1 ister Citu - Hekimin. JAnan f I 'y 9 0 - 1 9 9 - City of Edmon RIGHT-OF-WAY CONSTRUCTION PERMIT 11Z _�" Permit Number: Issue Date: A. Address or Vicinity of Construction:91 eojul (2 76-) 'U�' B. Type of Work (be -specific): /424-i.-eq, zq 'P X 1'5L � 41 C. Contractor: S^1'0_�0-1 Mailing Address: State License #: 9/--- N11 SC.2��'ie 7!�L D. Building Permit # (if applicable): Contact: Phone: Liability Insurance: z,-- Bond:$ (,26) Side Sewer Permit # (if applicable): E. '-,M Commercial Subdivision F-1 City Project E] Utility (PUD, GTE, WNG, CABLE, WATER) F-I Multi -Family El Sir�gle Family X Other ,-4t ?10 6-7- 7 INSPECTOR: INSPECTOR: OMMENTS: RECEIPT. NO:. DATE: -ISSUED BY:: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 FIELD INSPECTION Now (Fulk I Route copy to Street Dept C�M—ments: Diagram: CONTRACTOR CALLI-D.FOR INSPECTION 0 YES 0 NO. Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. J DATE: MEMO TO: John B. Mitchell, Supt. Water/Sewer Division FROM: James E. Adams, P- 0�" City Engineer SUBJECT: SEWER CONNECTION CHARGES— C) 2_0 r? C) TO - I)Ve (Street Address) (Legal Owner) Single Fatily R&sidence Subdivision Plat Multiple Commercial LEGAL DESCRIPTION: V. rLis Eaxt t64- -Fee--t C�D Lot 0,,V\-j -Ks FOL-ct. �e- e,+., C-6 Lat. U I q Z.F.F. Calculation: Z.F.F. X' 750 $ '932;2-S Connection Fee Lateral x( $ Lateral Charge $ Equivalent Count Units(s)x( $25.00)� $ 0 0 (when applicable) Trunk Charge $ 10.00 Permit $ C1 -73.-Z5 TOTAL j4k cc: Owner pe-v zon e 40 2 0 el -v f-' ILI 02 03 0 1 02 __0 3-015 01 A 7-1 AbRoRA HE�G T51 V/ H6Mt P 0 /0 7 6 -5 4 3 4 6 F.D7� 9 03 04 2 02 /0- (38611) 012 0 05 04 01 04 2 02 02 Lj c3l 02 LLJ 03 > .7 03 3-,4 029 /0 04, 7 6 4 8 6' 13 181 /9 IF '20-1 03 -d 3-021 1L 102" i 02 9 11\ 01 01 N 10) 02 rZ- 8 210th. ST S-W 3-6118 7 -T J 3 1 05 1 /0 03 1 02 0 35 //2 0 03 �-(1109 1 02 1 j J 2 94 LJ 9 02S I 1 -2 -rl(l-),, W 2�/o 20 - 710 4 jc� -.z - 02 02 r) 1 -0?4 92 3 02 lw — 02 1 02- 0 R 173 1 7 8 7 6 1 5 —4 ,g F'- 6 7 6 5 4 i F )O-za. -4 -q 7 5 4 01 04 -0 ':5 -019 ot 0-_. tic 93 -OC 3-020 3 61 3-007 1 3-010 0.3 114 Sqc. Cor F(5669) SEATTLE HEIGHTS. DIV NO. 4 Dec., '76- NOTE: Th--s is not a Sur',Ofl- it is jq parrel map STREET FILE September 30, 1982 MEMO TO: Architectural Design Board FROM: Dan Smith Planning/Engineering Inspector SUBJECT: ADB MEETING - OCTOBER 6. 1982 ,4 ADB-49-82 SMITHWRIGHT ESTATES Review of site, elevations and landscaping for orthopedically impaired residents home at 8425 Bowdoin Way. (.BN) The curb cut on Bowdoin Way must be removed and the sidewalk brought to City standard. A turnaround is required on -site for vehicles. A drainage plan is also required in conjunction 'with the building permit application. The applicant is also responsible for relocating power pole gui�eline at the Main Street entrance. ADB-50-82 WILLIAM S. TSAO AND COMPANY, P.S. Review of site, elevations and landscaDing of two story office building at 7518 212th Street S*.W. (BN) The Engineering Department will not allow ingress and egress at both curb cuts. A loop system with west curb being for ingress, and the east for egress, shall be required. The quality/stability of the fill dirt on this site should also be verified. Curb and sidewalk must be brought to standard if new curb cuts are needed. Approved development plan required in conjunction with building permit application. ADB-52-82 GENE SHEPPARD Review of site, elevations and landscaping for remodel of millwork shop at 21020 70th Avenue West. (CG) Cars leaving the parking lot shall not back onto 70th Avenue West. Turnaround should be made on -site. A drainage plan is required with building permit application. ADB-53-82 RAY AND MARY WORTHLEY Review of sign and elevation change for Puff and Stuff dessert shop at 515 Main Street. (BC) No comment other than proper permits are required for any . new utility hook ups. ADB-54-82 JIM..WELCH/RESTRAUANTS UNLIMITED Review of site and elevations for changes to existing Clinkerdagger's Restaurant at 8105 Lake Ballinger Way. (CG) The minor parking lot modification appears acceptable. vn� tJ AJ7-f / 6-X I TUWAY MESSAGE1 V4 TO FROM 13/)/5 T04 A I lei 14 1 �--j U 11 U—j:�� 2()l FL-ra uJ,4 1802-0 TUWAY MESSAGE. TO FROM L --) / 0 �, 0 -7/*) -7 - 1-t DATE .;IIRJFCT: --n A , A � —7 -C-) C, 57 m E s s A G E SIGNE)3 T- R E p L y DATE: SIGNED PRINTED IN U.S.A. so CITY OF EDMONDS F-taww _ APPLICATION HREET RLE to the ARCHITECTURAL DESIGN BOARD DATE FILE ITE PLAN_k/ BUILDING PLANS (3): ELEVATIONS vX LANDSCAPE PLAN ENVIRONMENTAL DATA RECEIPT # SIGN EXHIBITS FEE RECPT # PLAN MODIFICATIONS TO FILE MIBER: HEARING DATE OWNER/REPRESENTATIVE Gene W. Sheppard, President - Sheppard Millwork PHONE 771-4645 ADDRESS 21020 70th Ave. W, Edmonds ZIP CODE 98020 ARCHITECT/DESIGNER Kathleen Patterson PROPERTY ADDRESS LEGAL DESCRIPTION E 104 feet Lot 2 PHONE 542-2349 21024 70th Ave. W, Edmonds ZONING Seattle Heights, Div. 4, Block 006 0-02 S 11 feet of E 104 feet lot 1 tgw PLANS SUBMITTED FOR APPROVAL: 1. Building Plans - Preliminary Final Site Plan X Landscape Plan X 2. Sign Elevations Site Plan Landscape Plan 3. Modification of previous approval EXISTING USE OF PROPERTY Millwork/woodworking shop Elevations X DESCRIPTION OF PROPOSAL 24' X 50'8" addition to existing building, constructed of cement block and wood framing/tex. 1-11 siding and painted to match existing. APPROXIMATE DATE WORK WILL BEGIN ON PROJECT October 15, 1982 ESTIMATED TIME FOR COMPLETION OF WORK One Year or less RELEASE/HOLD HARMLESS AGREEMENT: The undersigned applicant, his heirs and'assigns, in consideration for the City processing the application agrees to release, indemnify, defend and hold the City 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 Applicant) David R. Hursh 0: so SHEPPARDS MILLWORK 21020 70th Ave. West Legak.De3cription Bik. 006 D-02-5, 11 ft. of E. 104 ft. of Lot 1, TBW E.104 ft. of Lot 2, Seattle Heights, Div. 4. West 104 ft. of the Lasr 208 ft. of Lot 2, Blk. 6, Seattle Heights, Div. 4, as recorded in Voi. 9 of plats, Page 11, records of SnohOMi3h County, Washington. EXCEPT that portion of the East 208 ft. of the N.Y2 of said Lot 2-1ying -within-- the W. Y2 Of said L-ot2, situate in SnohOMi3h County, Washington. &0,4'( ti A7-ALP-A-3 NV F- 0 SA--'vJ P V ST : COL-L-acITOR- a �l -CY V: L G; I x t d Is A I 1% BUILDING DIVISIPO -'PERMIT APPLICATION NAME JOR NAME OF BUSINESS) !�'Iyk-lojqoo H/a ive�,, III A DDRESS- z g 2 Zo-,7e 411;o- 0 Ti-r v -7 .f NAME W ADDRESS t Applicant Fill ZONE Inside Heavy Lines JOB AD131IFSS C LEGAL DESCRIPTION SUBDIVISION SHORT SUO NO. 77f �� '-/6- �4 2 CITY TELEPHONE NUMBER -C /-- 0 ",\/ /�) � I rl A- -7 D- 47 6 NAME , _,S- /YJ L 41a,( 0 ADDRESS I- U IX CITY TELEPHONE NUM13EW I- z ILI (0 Ll 1Z) 0 U Legal Description o z op[-B� K C) IL I x V I I I C) I W T W J I — rty (Show Below or At—tach Four Copies) DER El GAS E] FRONT NEW RESIDENTIAL LINE ID FIRE ZONE TYPE OF CO ADO NON-RESIDENTIAL SIGN I DEMOLISH RETAINING 1:1 WALL SPECIAL INSPECTOR REQUIRED ARE ALTER EXCAVATE FENCE 0 YES N 0 OR FILL x FT) P N CHECKED BY REPAIR PRE -MOVE swim INSP. POOL REMARKS z NUMBER OF STORIES OF 0 INUMBER DWELLING 0 UNITS NATURE OF WORK TO BE DONE U- A PO IT 10 M 0 PLAN CHECK FEE PLOT PLAN ,c rs rrk#r�14 BUILDING PLUMBING MECHANICAL FENCE SIGN in "Applicant, on behalf of his or her spouse, heirs, assigns and W �spccessors in interest, agrees to indemnify, defend and hold harmless .j I the=City of 'Edmonds, Washington, its officials, employees, and RETAINING WALL agents from any and all claims for damages of whatever nature, I arising directly or indirectly from the issuance of this permit. Issu SWIMMING POOL I — PUBLIC RIGHT OF WAY PER OFFICIAL STREET Mk P EXISTING PROPOSED_ DEFICIENCY OF RIGHT OF WAY PUBLIC IMPROVEMENTS REQUIRED 0 DRAINAGE IMPROVEMENTS REQUIRED 13 DRAINAGE PLAN REQUIRED 0 UNDERGROUND WIRING REQUIRED 1:1 CONNECTION TO SANITARY SEWER 0 SEPTIC TANK PERMIT REQ-0 - El NO. ELEVATION OF PROPERTY CORNERS El & FOOTINGS REQ'D SEE ENGINEERING MEMO DATED CHECKED BY METER SIZE IBUiLDING SUPPLY SItE I SIGN AREA ENV. REVIEWP I ADD NO. ALLOWED I PROPOSED I COMPLETE1 EXEM T REMARKS VARIANCE OR CU PLANNING REVIEW BY DATE YARDS I LOT COVERAGE SIDE REAR NSTRUCTION I FODE 1HEIGH1 OCCUPANCY OCCUPANT GROUP I LOAD THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX SHOULD BE CODED 31.04. VALUATION I FEE olance of this permit shall not be deemed to modify, waive or reduce 2nv reouirement of anv citv ordinance nor limit in any way the DATE, PR 10 RL -M p I I F, .1110 TO: RUildinp , CoililllulliLy Dc'velopmenL -DeparLmoilL rFROH; t.-Irl"'ineering Division 1-'Ljl)li-c Works DeparLment SU13JECT: , Afcer review of � f_ L slibi ec t building permiL -IPP 1 ica t ion We have L. il u h e f 0 11 ow i ng commen Ls /P PUBLIC VORKS DEPARTJatisr 00 BUIIDING PEX�11T REVIEW �21a2o 70r111-7te to 42:2�_ (address). (date) Street Right -of -Way Existing_�� Z H Access Easements Existing REQD cd Utility Easement Exist Lot Per Subdi,�isilan Plat Assessor Site Plan Checked for Accuracy Z Underground Wiring Reqd. 0 Check Accuracy of Legal n_scr tion Z Review b Date At 64 AWD Existing Water Main Size ff Water Main Required N Service Line Required Hydrant Size Existing P4 Hydrant Reqd Per Fire Code Detector Check Meter Reqd. -Size Cross Connection Inspection Fire Department Comments Water Meter Charge Reqd. Review by Date Septic Tank Design Approved Date Septic Tank Pern-Lit Reqd. Permit No. Sanitary Sewer Availabili Pro" J. Drawing No. 2,046 File No. Side Sewer Availabili Sanitary Sewer��,ection Fee Reqd. :3: Review bv Date Open Ditch Existing __Y _jReq Culvert Reqd. 0 r_4 Size C4 Catch Basin Reqd. Indicate on Site Plan 0 Shoulder drainage maintain collection on swale open runoff E-4 (n Manhole reqd. Indicate on' Site Plan Soil Conditions and Ground Water Field Checked Review by. Date Eevi.sed: lvlO-1977 Page 2 0* Street Pavirg Reqd. Curb and Cutter Reqd. Sidewalk Req,d. Curb Cut for, Driveway Reqd. r4 Right -of -Way- Construction Permit Reqd.._ V Bond Reqd. for Public Inpravements R, Street Name Sign Reqd. Other Signing Reqd. Pre Permit Site Inspection made on z 0 BY: SE14ER WATER z STREET ENGINEERING Special Requirements listed in memo to Commmity Developmeant Department, Building Division BY - Date o All items filled in on Building Permit Application 04 BY Date P4 Drawings Stamped and Notations Made P4 BY Date 44 Approved by Public Works Department Revised: 1v 10-1977 DATE:, August 2-1, 1981 SU-1EET MEMO TO: John B. Mitchell, Supt Water/Sewer Division FROM: James E. Adams, P.E. City Engineer SUBJECT: SEWER CONNECTION CHARGES 21020 - 70th Avenue West (Street Address) SheppaM Millwork, Inc. (Legal Owner) Single Family Residence Subdivision Plat PRD Multiple Commercial x LEGAL DESCRIPTION: Lots A-2 & C of Subdivision, File No. S-7-80. Z.F.F. Calculation: (LID 206 connection) (not assessed in the LID) (43.915 Z -F - F . x (22.24658 $ 976.96 Connection Fee Lateral x( $ -- Lateral Charge $ Equivalent Count ss than 25 E.U. (when applicable) Units(s)x( $25.00) $ 25.00 Trunl� Charge $ -5-� 00 Permit 2 . $1 026.96 TOTAL jak cc: Owner -14 P7 I �et- fy-�T�� C- - WASHED QA-off 5/0w I �-oll CITY OF EDMIONDS - AENGI_�—ErANG DEPT., J= -- Exa7l"dned by. /'A . Date Remarks SHT. NO. I GHEIPAILO MILLINCIZK Khdertather Choffos Dunn Pl� W)c. JOB'- NO. "2.ICW 'rn-H A -VS- -104&5T Architects IDATE.'la-11-80. -EDMOND-151 KA'5H.- I&X2.6 201 5th kenue Spith, Edwxxis. woshNton 9802Q�USA DRAW N.:- VFG--' -4- U(24 775- m I 40D *'L6,. W. Zoe--K I- am LA. kilo. RjxV, NOTE: 9D6kEEY AT fL. 15 4�-o� MAx- vll� P,oCkEZY Ae 012AWKI OCCUM AT NE-ST, -SIVF- OF PAMNG L6r SQCKEK'� IDETAIL wo SHT. NO. 2 0r*4F-PAAD MILLV-40F.K. Khdertather Chaffos Dunn Pl� M. JOB NO. 5011 a. 104-0 10 TIJ AVE NE-4- Archtects DATE' iz-1 - 60 5th Avenue SouM EdTa-)d& WW"ton 98020/USA (206)7 Z"ETRE CITY OF EDMDNOS LARRY S. NAUGHTEN MAYOR 250 51h AVE. N. - EDMONDS, WASHINGTON 98020 - (206) 771 3202 BUILDING DIVISION May 24th, 1985 Sheppard Millwork. 21020 70th Avenue West Edmonds, Washington 98020 RE: rrozen Performance Bond Bond Amount: $2,960 Permit Number 820428 CZ:2:4=020 79th Avenue West -EcEo—EcTs, Washington The City of Edmonds hereby releases the frozen assets in the form of a performance bond for the project at 210210 70th Avenue West in Edmonds. The City has found all work to be satisfactory. 't Coordinator P e rru. Enclosure 169WO I/C4D A5 10-2-7-92 41 Date: City of Edmonds Planning Division 505 Bell. Street Edmonds, WA 98020 Attention: Building Division Re: Edmonds File No.: o qX-K Developer/Contractor: Sheppard Millwork, Inc. Address: 21020 70th Ave. W, Edmonds Gentlemen: With reference to the above -identified matter, this will certify that this institution has a savings account (or loan) for the above -referenced developer for the project so identified. In consideration of the permitted development of the property, and in lieu of a performance bond, this institution hereby agrees that it will*freeze the following sums of money for the indicated site improvements pending written authorization for release of said funds by the City of Edmonds: $_ 2,960.00 The total sum indicated will be withheld by this institution from any disbursements of any kind until written authorization has been received by the institution from the City of'Edmonds to release the sum of money indicated by the written authorization from the City. The design, location, materials and other specifications for the indicated site improvements are those required by the City of Edmonds as appear in the above -referenced Edmonds file and in compliance with Ordinance No. 1620 of said city. In the event the developer/owner within 1.2-, months, the City be installed or completed immediately funds held pursuant to this agreement completion. Ap ed: p a' 0 4 /0 ner.� eve oper/%n� 0 71/,- ,Pcpcepted : (V06 glz"� Dt fails to complete the indicated improvements of Edmonds may demand that the improvements to City standards and the balance of the shall be utilized for said installation or Seattle -First National Bank (N7 r Bank) 5727 196th St. SW, Lynnwood Bank Address C7 -Pullll� /0, 1��zl 1Y e%Cat� 1-511VI<�-� 4,pe 7 0 7XIA vc- I 6u. 44-VD-!-5-44.P1,A1& I S, IN 77%,�.'FFICE COMMUNIPC "A TI,* I, -DATE '19 To -FR.Om FORfj� 41 LITTLE-S- C-E C0.MlM 'ONS.- U: INTI��OFFI .19 DAT FROM.J6, TO, S,,":BJ'ECT: 7U, I&TANDARD DRAINAGE,PLAN U PPF_ P, BkS % 14, 99TENTION P1 (vr.wr) M114 9' 1AAX COVEP, r IL WC. 4 -SLOPF---w KV SYSTEM CROSS SECTION SEE PAGE 3 FOR OUTLET CONTROL DETAIL ,—OLrrLr.T CowTRoe M1 4' TO OUTL-E-r (N.PRAP OR PUNOFF SIPREA.DEV,) 2' 2' (c,"DIMP. 4tib" SPALLS 6LVQU^L) 1'x 2' N'DEEP, UZUSWED ROCK 0 77Lrr L E T 7' CON-rROL RIPRAP OUTLET RED Ck"V51 fOUTFLZW TRENC-R, MIN 10' LONG, A, TOP 4 A- PER-F PIPE -M BE L-r-VEL PERF PIPF- WITH CARS )READER OUTLET A; DETENTION SYSTEM PAGE I OF 3 for -- i I /I- z locati plan by phone date DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diameter 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 o 'ficf must be kept open at 11 time oil CITY OF EDMONDS I ,-�v A ,al C/ q6 "I'SITE 'SCALE: PLAN, 40 WO :'DO NOT USE INFILTRATION SYSTEM' I!-'LbPES OVER 15 PERCENT (15 T, RISE q PER 100 FEET HORIZONTAL) I NTr `-OFFICE COMMU-NiC,' 1ONS DATE I 9f, TO :51A.IDIY FROM SUBJECT:- 11 too, 47 F L IQ F— ---" T C AVE� S < ps, 15 L) I L-V I V-Z ol \j 5*0 ry I c $ - - C ... 0--- 4 . L oLVl T I V4 L LT ID A-ZALe-A-5 1-:5 2, 70 T H AV W— Tf- -PLAN I September 28, 1982 MEMO TO: Hal Reeves Building Official FROM: Gary L. McComas Fire Marshal SUBJECT: COMMERICAL ADDITION-SHEPPARD MILLWORK, 21020-70TH AVENUE WEST After review, the fire department has the following require- ments: I 1. Provide one fire extinguisher as indicated on the attached print. Minimum rating shall be 4-A,60-B:C dry chemical type. . PTOMW GLM: b e I DATE: 10 - //- F-2�- MEMO TO: Building Division Planning Department FROM: Engineering Division' .Public Works Department SUBJECT: After review of the subject Building Permit application,.we have the following comments: mu -tv ete- i1no V V 2. , �P &AJ"EF- 12( �qAJ glj-6 4-- r—J& C 1 6 LJ ta 4. 5. 6. BD 6/82 OCT 13 1982 C X-MH DAZI14 DETENTION PI LXNGTH L. CA-rC H vr.wr) I BASIN I' MIN, 2'rMAX . GOVE& % SLOPE-4- a SYSTEM CROSS SECTION SEE PAGE 3 FOR OUTLET CONTROL DETAIL OLFTLFLT CONT;toc 4' 70 0IrrL.IFT (IZJ PRt-P OR P,UNOFF 51PRE,kDER) 2' 2' (o" CPEWP, 4t- f." spAi.LS 2' IV" D e E P, C-RUSi4ED ROCK --low F" OLITLET CON-rROL RIPRAP OUTLET 111"'IEO 15,11AVFL� rOLrrVLO*l TRENC", MIN 10' 1_01SIG, 'rOP 4 4" PERF PIPE `TO BE Lr_vWL. FROM OLrr6E-T CO4_rA0L 'L ._ ... 4' PERF PIPS WITH CARS RUNOFF SPREADER OUTLET STANDARD DRAINAGE PLAN DETENTION SYSTEM PAGE I OF 3 for _5kE_?FAr--P5 M I t- L XA/Q 9- V-'— location 7-1 Q1 0 - 7Q+-h W plan by K - P A, 'r E- 7- S C> t4 phone- 54-?_-Z_34q date- 10 - I -_,� - R. '2- DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diameter 4 54, zo 14L .NOTE S 1. Call Engineering Division (771-3202) Jor prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the resoonsibility 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..., CITY OF EDMONDS I 40� CL 24" -Pipr-- 0 <-- T--y' � t-r lt-i <�-' 51 CIA L 'TA Ap i� A S? A% I- -T -r-lA.1 S'T 1 W G O'FVAN11,46�. 0 tV% SITE PLAN, SCALE: ll.clv STANDARD DRAINAGE PLAN DETENTION SYSTEM NOTE:, DO NOT USE RUNOFF SPREADER ON SLOPES OVER 15 PERCENT (WITHOUT SPECIAL DESIGN PAGE 2 OF 3 0 SHEPPARDS MILLWORK 21020 70th Ave. West Lege,t. De3cript ion Bik. 006 D-02-5, 11 ft. of E. 104 ft. of Lot 1, TBW E.104 ft. of Lot 2, Seattle Heights, Div. 4. West 104 ft. of the Lasr 208 ft. of Lot 2, Bik. 6, Seattle Heights, Div. 4, as recorded in Vol. 9 of ptats, Page 11, records of Snohomish County, Washington. EXCEPT that portion of the East 208 ft. of the N.3� of said Lot 2 lying within the W. Y2 of said Lot2, situate in Snohomish County, Washington. CITY OF EDMONDS CIVIC CENTER EDMONDS. WASHINGTON 98020 (206) 775-2525 NR. COMMUNITY DEVELOPMENT DEPARTMENT October 26, 1982 Seattle First National Bank Lynnwood Branch P.O. Box E Lynnwood, WA 98036 HARVE H. HARRISON MAYOR Edmonds File No: 810029 Developer: Sheppard.Millwork Savings Account No: 400-10-38391 Project Address: 21020 70th Avenue W. The City of Edmonds hereby releases the $616.00 held by you in lieu of a performance bond for work to be done at the above address. The work has not been completed, however a new permit has been applied for and a new bond is required. If you have any questi.ons, please contact the Building Divis-ion. .1 0��V-V_ R—arold Reeves Building Official cn cc: Sthe.ppa,�rd Mtl 1 work Nl� 0. CITY -OF EDMONDS CIVIC CENTER - EDMONDS. WASHINGTON 98020 (206) 775-2525 COMMUNITY DEVELOPMENT DEPARTMENT HARVE H. HARRISON MAYOR Building Department Engineering Division RE: Edmonds File - Public Works Department Developer Sheppard Millwork,Inr City of Edmonds Proposed Pla_� of 200 Dayton Street Loan No. Edmonds, WA- 98020 Savings Account #400-10-38391 Project Address 21020-70th 1,4 Gentlemen: Edmonds, Wa. 98020 With reference to the above identified matter, this will certify that this institution has a savings account numb e r 400-10-38391 (or loan number) for the above referenced developer for the project so identified. In lieu of a maintenance bond, this institu- tion hereby agrees that it will freeze the following sum of money for the required maintenance pending written authorization for release by by The City of Edmonds Building Official or City Engineer. � TOTAL: $ 616.00 The total sum Just indicated will be withheld by this institution from any disbursements of any kind until written authorization has been received by the institution from the City of.Edmonds to release the sum of money indicated by the written authorization from the City. The maintenance of the indicated improvements is that required by the -City of hdmonds as appears in the above referenced Edmonds file. In the event the developer fails- to complete the indicated main- tenance within twenty-four (24) months, the City of Edmonds may demand that the improvements be repaired or replaced immediately to City standards and the balance of the frozen funds be utilized for said repair or replacement.of improvements. It is expressly agreed that any funds maintained in this account shall be released to the City of Edmonds upon demand being made by said City. Yours very u Name4'e"a'�—e-Firsi"NWional Bank Lynnwood Br. Title BY: Victor S. Hirakawa .Vice President Agreed to and Approved: Developer Tirla HARVE H. HARRISON CITY OF EDMONDS MAYOR CIVIC CENTER - EDMONDS. WASHINGTON 98020 (206) 775-2525 COMMUNITY DEVELOPMENT DEPARTMENT Sheppard Millowrk, Inc. 21020 70th Ave W. Edmonds, WA 98020 July 9, 1982 PERMIT #: 810029 JOB ADDRESS: 21020 70th Ave W. Building Division records show that you*have a building permit whi-ch has expired without a final inspection. Section 305 of the Uniform Building Code, as adopted by the City, states "it shall be the duty of the person doing the work authorized by a permit to notify the Building Official that such work is ready for inspection". Please contact the Building Division within 30 days, either to schedule a final inspection or to renew your permit. After this, expired building permits will be feferred to the City Attorney. If there are any questions, contact the Edmonds Building Division at 775-2525. j4CLn0Q1Q Harold Reeves Building Official HR/cn 81002(9 44) MRFOCA= m p (No 'Lof F-) VA 1 IL RWN-off 6C&F-ADF-K cj SHI NO. 1 -04 E l?AR*', MILIWUM -Knderfother Chattos Dim PS. k)c. JOB.-.*. NO.' SMM Archtects 201 5th Av&lk SojM DATE: UN Ech-KY)m WogwK$on 9802Qk)SA Le- -mlw UXK ,--1 MIH m1w RDCK . ............ -'MAX- OTE: F-4ckw lxr,.. M. A6 MANN U2Z AT.'. WE T�'ISIVE, .0P PAMNQ Wr RQCKaK,,f 'D�LAIL 'Mo. 6CjA4E SHT.- NO. a. 05+ 1 WA R D MIU44 Khcierfather ChWm Dunn PS. k-C. -A' JOB' NO. 21 Cow .1 , ': - Archtects 201 5th Avenue Soutti DATE.' Edmaxis WoMington 9602QAJSA QRAWN:*.D 775-9396 0 0 CITY OF EDIVIONDS HARVE H. HARRISON MAYOR CIVIC CENTER - EDMONDS. WASHINGTON 98020 (206) 775-2525 COMMUNITY DEVELOPMENT DEPARTMENT February 25, 1981 Gene W. Sheppard, President Sheppard Millwork, Inc. 21020 70th West Edmonds, WA 98020 Dear Mr. Sheppard: This is to inform you that your new address will be 21020 70th Ave W. We will notify the City's Utility Billing Department. It is your responsibility to notify all other interested parties. �,-�CLAOO- JID&-2-Z_ Harold Reeves Building Official HR/cn 0 IkEPPARD MILLWORK, INC. 21020 70th West — Edmonds, Woshington 98020 Phone: 771-4645 February 9, 1981 Mr. Hal Reeves, Building Official City of Edmonds Building Division 565 Bell St. Edmonds, WA 98020.- Dear"Mr. Reeves: Re: Correct Service Address Account #415-00600 I wish to request that our service address be corrected from 21024 70th Ave. W to 21020 70th Ave. W for all utility billing purposes. Thank you for your attention on this matter. Sincerely yours, SHEPPARD MILLWORK, INC. Gene W. Sheppard, President /gc D A I'l." August 21, 1981 MEMO TO: John B. M� hell''Supt Water/Sewer Division .FROM: James E. Adams, P.E. City Engi neer SUBJECT: SEWER CO�INECTION C��ARGES 21020 - 70th Avenue West (Street Address)� -Sheppard Millwork, Inc. (Legal.Owner) Single Family Residence Subdivision Plat PRD. Multiple Commercial x LEGAL DESCRIPTIODI- Lots A-2 & C of Subdivision, File No. S-7-80. ACV, Z.F.F. Calculation: (LID 206 connection) (not assessed in the LID) (43.915 Z.F.F. x (22.24658 $ 976.96 Connection Fee Lateral x( $ Lateral Charge $ Equivalent Count ss than 25 E.U. (when applicable) Units(s)x( $25.00) $ 25.00 Trunk Charge $ 25.'00 Permit $1 026.96 TOTAL jak cc: Owner ca, MERM .0 . COUNTW NOHOMISH BU1WU4GibzPAA9 ONT CY QXHFICATE OF QCCUPAN 4 .23§9 NO. 2 1020 70th Avenue, W S'HULY No. HRE.ZONJ�, Edmonds - WA OC,'Ci GROL;P H- 3 Sheppard miliworr �c OWNER USE�()N. As Above TYPE OFBL9(:; :40180:.,� BUiLDING PLRMIT NO..' PLAN, NO. HAS BEEN INSPECTED- AND -r"L.- f:oLW'wiRr,'0C('UPANCY THLREQv: 1�. IIER� --AUTIi0RIZI.I);, AILA -UNOIER�',, MAX. ALLOWABLE FLOORS :0-CCU At4CIEW T141 6,VE9tW' OCCUPANT 4LOOR LOA05 I -rdbffin—e te E; 'two *B6ildinq divided: hour: 'A�ea,'�separ. REMARKS: Addition to existi.5g.cabinet snop-,: 7 Ad�itjnn 48 Sq. Et, .Existing bldg. Z694 Sq �t. 7777777 1�16 PLUMBING INSPECTOR: George Brattain E-1 097,-' DATE' BUILDING INSPECTOR: Don -Surm*rt. 3 1 DATE 77 HRE CIIIEI: V1RE*MARS)IXL FIRE DIST. 81110S,�COUN.mr` FIRE PRE:MNTION 8UREAU B Y. 7, X, & Director of lWilifing aml Vlumbiiig' POSTING: Tbe Certificate of Occupancy'shcdl be posted it a �:onspicuous place on the promises and shall not be 'emort�-] except by the Building OfficiaL �F 77: .�EDMONDS FIRE DEPT.. PR 10 R- DATE: t HF1110 TO: Building CO"I'llunity DevelopmenL DeparLmeriL FROM; Ent, meer J* Division . n p, Public Works Department SUBJECT: After review of Lile sL,I)jcct b.uildinp, permiL aPPlication, �,.--e have the following commenc,-,. .1 R 11 KIM FAE —3 P a gFh 12 m CRY) %I t-4 Ok -M R�stEA5r= PrmTL- ?�Oe> T-mw(<uQ 1-1? C. 18191) June 27, 2002 L CITY OF EDMONDS GARY HAAKENSON MAYOR 121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221 DEVELOPMENT SERVICES DEPARTMENT Planning - Building - Engineering William Hedin, Jr. 1852 East Hamlin Street Seattle, WA 98112 RF,:/21020-70"'Avenue West — The City of Edmonds has been made aware of an unsafe parking practice that is occurring along the east side of 70'h Avenue West. Residences along the east side of 70'h Avenue West are concerned about pedestrian safety issues created by commercial parking overflowing onto the street. It is unsafe for residents to enter into traffic when vehicles are parked next to their driveways, blocking lines of sight. These residents also find it very difficult to find parking in front of their homes. These residents have requested that the City install no parking signs along the eastern half of 70'h Avenue West. They realize they live in a commercial zone of the City and respect your right to own and operate a business. They are not concerned with intermittent. customer parking; however, they take exception to vehicles parking in front of their homes over extended periods of time throughout the day. The City desires that the local business community self -regulate this parking situation. In order to reduce the hazard and enhance public safety, the City of Edmonds requests that you direct your staff not to park on the east side of the street. I appreciate your time in addressing this issue with your staff. Please feel free to call me with any questions or concerns you may have at 425-771-0220, Ext. 1328. Sincerely, DARRELL C. SMITH, P.E. Traffic Engineer DCS/cmc Enclosure c: David K. Gebert, City Engineer Jim Kammerer, Street Division Manager c:\Docun=u and scuings\airtiswy Docuffmits\Engs=\TRAI$h(InOov7pumtedoAugaSk 11, 1890 0 Sister City - Hekinan, Japan CITY OF EDMONDS PUBLIC WORKS DEPART# SIDE SEWER PERMIT L 2. (uj D51 - 6. FOR 'INSPECTION CALL Permit N? 6725 775-2525 Ext. 220 Issue Date * PERMIT MUST BE POSTED ON JOB SITE * Address 0 f Construction - r r - Property Legal Description (include all. easements) Single Family Residence Multi -Family No. of Units Commercial Owner and/or Builder _a- 6�taQgg�2 Contractor & License NV IF If Invasion into City Right -of -Way: No L.-� Yes' (If Yes Right-of- way Construction Permit Required - Call Dial Dig (342-5344).before excavation). 7. Cross other private property: Yes No - Easem re ired - attach legal description and county easement numbet UIL WHOURS READ THE FOLLOWING AND SIGN: tFORE YOU DIG 567-§47 a. Property owners must obtain a permit to install si e sewe their property. A licensed side sewer contractor must be employed to construct side sewers in the public' right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year , c. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. e. Side sewer lines must be laid at a minimum grade. of 2% (1.150) and maximum grade of 100% (.450). 0 f. No turn in side s8wer greater than 45 (1/8,bend) is 0 allowed between cleanout. All 90 turns must be constructed of a 45 (1/,8 bend) and Wye with removable cap. g. No down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer 'line run. j. Trenches within City right-of-way must be restored to original conditions. Contractors shall be responsib��O�ight-of-way failure due to poor compaction of fill. k.. Side sewer.must be left uncovered ntil i s ected and approved by the City. 1. i7ns ectign during normal working our n Two-(2) working re days not c ?qred. A' DATE: e 0�atZI have read andall comply With the above PERMIT FEE: Hut i A 6 6a- We J.: �-_ e@mfim fT@!q L PERMIT MUST BE DISAPPROVED BY: Date: By: -Date: APPROVED By: Date: ON JOB SITE * - 16 AUG 31 1981 Ul Pljblic CITY OF EDMONDS PUBLIC WORKS DEPART 0 T SIDE SEWER PERMIT n 0 V FOR-INSP 11 ECTION CALL 0 Permit .1�1.*'. . - 775-2525 Ext. 220 Issue Date 1. W2. .1.4 a===0 3. 4. 5. 6. L) 0 0 H z ow 0 F%4 PERMIT MUST BE POSTED ON JOB SITE Address'of construction Property Legal Description (include all -'easements) Single Family Residence Multi -Family Commercial Owner' and/or Builder No. of Units VIA BALLINGtR LIFT STATInN Contractor & License No. - Invasion into City Right -of -Way: No,-,-., Yes way Construction Permit Required - Call Dial Dig excavation) . (If Yes Right-of- (342-5344) before 7. Cross other private property: Yes No Easement required - . attach legal description and county easement number. READ THE FOLLOWING AND SIGN: a. Property owners must obtain a permit to install side sewers on their property. A licensed side sewer contractor must be employed to construct side sewers in the public right-of-way. b. The side sewer contractor assumes full reponsibility for each installation for one year. C. Commercial establishment requires a minimum of a six inch (6") side sewer line. d. Side sewers may not be installed closer than thirty inches (30") to any structure. e., Side sewer lines must 0 be laid at a minimum grade. of 2% (1.15 0 and maximum grade of 100% (45 ). 0 f. No turn in side sSwer greater than 45 (1/8,bend) is 0 allowed between cleanout. All 90 turns must be constructed of.a 45 (1/8 bend) and Wye with removable cap. g. No,down spouts, footing drains or floor drains can be connected to side sewer system. h. Pea gravel is required for bedding when installing sewer lines through other than granular soil. i. Cleanouts are required at 30"-60" from each plumbing exit line and at minimum intervals of 100' along sewer line run. j. Trenches within City right-of-way must be restored to ori I ginal conditions. Contractors shall be responsible'-�-'ok-r,ight-of-way failure due to poor compaction of fill. I k. Side sewer must be left uncovered until i I nspected and approved by the City. " I 1. Inspectiqn during normal working hours-6nly. Two (2) working days notice,'reauired. DATE: 10 X, X/ //T,!/dertify that -'I have read ---"4nd shall comply With the above PERMIT FEE: CONNECTION FEE: PERMIT DISAPPROVED BY: Date: By: Date: APPROVED By: �=7r__Date: g-Iz-Alkl f - / / I T BE POSTED ON JOB SITE a 10 S I D E S E W E R E A S E M E N T WE, THE UNDERSIGNED GRANTORS, LLOYD H. KOPP AND JUDY A. KOPP, contract purchasers of the following described parcel: Parcel A-1 of short subdivision recorded under Auditor's File No. 8010300227, records of Snohomish.County, Washington. HEREBY GRANT AND CONVEY to the Grantee, the present and future owners, their heirs, and assigns of the following described parcel: Parcels A-2 and C of short subdivision, recorded under Auditor's File No. 8010300227. AN EASEMENT for installation, operation andmaintenance-of a sanitary side sewer line over, under and across the following strip of land, to wit: The maintenance of that portion of said side sewer line easement granted and conveyed herein lying above the' connection with the side -sewer serving parcel B of said short subdivision shall be the responsibility of and the' costs thereof borne by the Grantee, their heirs and assigns. The cost of the maintenance of the portion of said side sewer line easement granted and conveyed herein lying below the connection wi th the side sewer serving parcel B of said short subdivision shall be borne equally by the Grantors and Grantees herein, their heirs and assigns. The Grantors reserve the right to make use of the side sewers herein provided for at such time th'at sanitary sewer service is required for said parcel A-1 Dated this day of 1981. J - - - ----------- STAIE: ss County of Snohomish) On this day personally appeared before me to me known to be the individuals described id and whd bWecutbd thd i4ithin and foregoing instrujeyt;,,a�nd acknowledged that signed the same as free and voluntary ',act- and -5—e-_eF,-_for the uses and purposes therein -mentioned.. GIVEN under my hand and official seal this day, n f 1981. 0—Pi LIC in ano fofle thq State of NSTWRY Washington, residing at (206) 778-3101 T HLE IATES, INC. 23423 Highway 99 Edmonds, WA 98020 P.O. Box 32 Lynnwood, WA 98036 DRAINAGE CALCULATIONS FOR SHEPPARD MILLWORK, INC. SE4, SWI,-, SEC 20, T27N, R4E, W.M. RIP&) 70 M. B. Mey �46 9.1 E. #2621 Date job #86-192 ............... . Luv o - o AlOW1430' .AP7"_-YV _44-RIVI ~AUWW MW*WS'W,#A- -.'IV* ( cpzgp . . _q;w&/wOM` &* -V*C-'P d'd&OW) 2-f - .7 lrvmw _;w_Vl/JV a .of -77 L 7- I-Ac 016_Z d --) 1 1. ---1 . _1 - \\ -::. -ze - �_. - , Q �_ ,Z� — - _( C)\ A-womw..) LO) ;OOv ;&WlAgr //o, ((;ak��eZ�Qss) P4WW.W?AftU -AV 4.vbwt*Aw Apm;w JOSPA C) _C)\ 'RUNOFF FACTORS FOR ,-;,roRm SEUERS (VZ:LlUes of "C" in 0 = CIA) FLAT ROLLING 0-5% 5% UNDEVELOPED I -AND Wood & Forest ................................... Sparse Trees & Ground Cover 0 10 0.15 ................... Light Grass to Bare Ground 0:15' 0.20 0.20 .................... 0.25 DEVELOPED AREA Pavement & Roofs ................. ........... 0.90 Gravel Roads & Parking Lots .... (0. 7_�) 0.80 City Business ....... 0--.-95 0.90 Apartment Dwelling Areas., ........ ........... 0.80 0.85 Industrial Areas (Heavy) .............. a ....... 0.70 0.80 Industrial Areas (Light) ..................... 0.60 0.70 0 Earth Shoulder ................ 0 ............... 0.50 0.50 Playground .................... so.-* ........... i� �.2� 0.30 Lawns, Meadows & Pastures ..................... 0.20 0.25 Parks & Cemeteries ............................ 0.15 0.20 SINGLE FAMILY RESIDENTIAL (Dwelling Unit/dross Acre) 1.0 1.5 - 1.5 DU/GA ................................. 0.30 - .3.0 DT_'/GA .................................. 0.35 3.0 - 3.5 - 31.5 4.0 D'J/GA ................................. 0.40 DU/GA ...... a .......................... 0.45 4.0 - 6.0 DU/GA ................................. 0.50 6.0 - 9.0 r)U/GA..o ... a ....... 0 .................. 0.60 9.0 - 15.0 DU/GA... a ............................... 0.70 18 0 111FA REPANNIF dill 11FAWA Anew. &SAIGIGIM (r_S&_r Pep- viis figure may be used to help estimate -overland flow times for surf:1ce flow. TRAVEL TIME -FOR OVERLAND FLOW I 0 16 7-7 IE SK30�40NA FT T-- ISI-4 'COUQT"--,/ N a m 170 El 4r CAz— c:s - - - - - - - - - - - - - - - - - - C2- SHEPPHR8 MILLWORK, Ni" 86-l92 C8 T0 &�. 02� �� C8 3 �� CD 4 h ? X E Q X[Q u 824� ' KUk H ? RUh , " 8Z48 ` RUH S ? 3.5208 RU!| .8248 ? 1.8080 RUK 1 8008 ` RIB' RU� 0 ? 0? .2926 D? . 5851 RUK ' 5852 ' _ H RU 8' 8080 R|!N D ? D? l0 0880 RUN J' 'o � l0,8880 RUN ` RUP D/d ? D/d , D/d �33 22�4 RUH d=49 D'�Y5u RUK DATA ERR0� D/d=^9.5Y54 ' XEP O X[Q � D/d�4Y 59t4 ' 0? X[Q P A? 2926 RU; 5852 ' KUq A , ^ D? ^ 5852 RUH D^ �.8880 RUh \8.0080 RRUN,`RU L. , D/0 ? 18 0088 ` __ v D/d � J� 22�� 8U}� 49 5�� ' P. D/� ? ^ Y=2 1682 4� �U� 4 ' RUN V=1 8Vt7 ' ' | XE0 � ' l�S Y=2 2 XF0 � YBQ � N^ k � N� .81�8 RU� .02f0 RSN .8248 RUh S? , S? 1.0800 RU� S J 5288 ' RQH l.0008 RUH 0? Q' RU� 0? RUN D? PSu �r 1�4.008@ RUK �? 8.h888 RU� 18.0808 RUu D/� ? D/d ' MAW RU� 8/d ? 108 �� ' R� 0=i.18t7 \88.�� R� Q=1.2279 Q=l.1867 — X�� `YAHDp^ yEA ^URlFlCE^ 82,�5'!8,25,�y 0H.DH,QU, X[0 XEA � .39YJ RV.1953 RUr A=? H=! C�? D=2.Y6 .83 RUK _ Q,0=1.67 Ri", RUK V,S`J67.61 RUN PROJECT DESCRIPTION The purpose of this project is to construct an office warehouse, building. The site Is located approximately 104 feet west of the Intersection of 210th St. SW And 70th Ave. West. An access -road will come from 210th St. SW and run south into the site. SITE CHARACTERISTICS Overall Legal Descriptions Parcel 1i The North 110.00 feet of the West 104.00 feet of the East 208.00 feet of Lot 19 Block 69 Seattle Heights Divisloh.,N6, 4, according to the plot edcordpd-in VblUmb 9 of Plats, page 119 records of Snohomish,tounty� Washington. Parcel 2: The East 208400 feet of Lots 1 and 2,, Pjqqk-6,j Seattle Heights Division No. 4. according to the plat recorded in Volume 9 of Plats,,pacje 11, records of Snohomish County, Washington; EXCEPT the North 110.00 feet theeeof; AND EXCEPT that -portion of the North Half of said Lot 2 lying within the West Half of said Lot 2. Description Of Area To Be Developpdo Parcel A-1: Lloyd H.-Kopp Short Subdivisim, Southeast Quarter,, Southwest Quarter of Section 209 Township 27 North, Range 4 East, W.M.., as shown an Johnson Design Astdciat6s Plan,, Shoot 1 of 9i. Area: 0.2878 Ac. Slope; Southerly 0 5% + Vegetation: The site was previously used -as parking area and Is compacted earth shoulder with -gravel and some wood -growth. C.F.S Generateds 0.3993 CFS STORMWATER FLOWS Upstreams There Is no contributing stormwater flow. On Site: For analyzing the ch-site stormwater flow, the total site will be divided into 3 areas. Parcel A - This Area was previously developed with An existing building and an Asphalt4d parking access area. Stormwater runoff from this site Is collected by an existing storthwater detention and storage system. Parcel B - Immediate plans call for the development of this area. Building,androadway runoff from this site will be collected by two catch basins located in thepa , p,.rking area. Stormwater detention will will be stored in a parking lot pond 23 feet square by 1/2 f at deep. From the pondy the stormwater will be discharged into a dispersion trench located on Parcel C. From the dispersion trench stoemwatsir will she"et flow In a southerly direction. stormwater flow will not be altered. StorMwater discharged onto Parcel C from the proposed syptem willbb a0i3roximately equal to existing runoff4 Ofifice and detention volume were designed using area of Parcel 8 only. Parcel A in served by an independent s stemv and Parcel Is Is downstream of pro dbed devblo pment. Thus neither Parcels A or C will contribute to stormwatOr runoff on Parcel B. Upon such time as the proposed drainage system for Algene Construction tbeving,thb adjAcent parcel to the South Is completed, the dispersion trench will be removod-and stormwater runoff willbe piped into said system to the South. Downstream Downstream flow Is In a southerly direction from the site and will notbe altered by development of Parcel B. p m 0 L-f'rA ............ I . . . . . . . . . �� 17,77-7,ur No. Revisions If CP Designed nrnwun Date By Chocked 30 T� Approved Date Scale I Datum (2D6) 778-3101 23423 Highway 99 Edmonds, WA 98020 Mailing RO. Box 32 Lynnwood, WA 98046 C, --AATES,o INC. BM I SSAH NO. 19 r 4114.58 INV. 396.98 1/6 SCALE /"-20' CENERAL NOTES Job No. S(,0— F.B. P. Sheet � /0/0 -2,0��AvA) 4 <C2 "715 i,J V I)LI M P -T� L E- '70 1 .77, 7, 1-1 A r FL: Nr I A lt�lr kA —5 x \ �, % tS T - -& , . . 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