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17020 TALBOT RD.PDF11111111111111 13425 17020 TALBOT RD i s ADDRESS: I l U OLIJ l ri TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE COVENANTS(RECORDED)FOR: CRITICAL AREAS : DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER): PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: SHORT PLAT FILE: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: 3-7 GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT WATER METER TAP CARD DATED: (ITT�FR• 1�1 !I ��� - �1� �l 'llll/A V LID #: LOT: BLOCK: L:\TEMP\DST's\Forms\Street File Checklist.doc The City of Edmonds APPLICATION for SIDE SEWER PERMIT EASEMENT No. ........................................ NEW CONSTRUCTION REPAIRS 0 �q 1 —Z � e4CF 1�2 OWNER--------------------------------------------------------------------- ...... ADDRESS ........ '� .& --- 130 ... :7 ............. 1e.04� ------------- APPROVED JUL01 1970' CONTRACTOR ... e .............................................................................................. PERMIT N .......... LEGAL DESCRIPTION: LOT No. BLOCK No . ................................ ........... PARCEL D: That portion of Government, Lot Township? N.R. 4 E.V.M..*- described as- follows :- Beginning *at the Southeast corner of said -Lot 2; thence -North 10 45" ' East, 900.47 feet; thence West 771i26 -feet; thence South 60 feet to the true point of beginning; thence South 39.37 feet, to the point of curve' - of a'curve to the right, said curve having a.radius of 258 feet- thence to the right 4o.96 feet to a point- ontinuing Southerly along said curve c tangent to the curve bears South 190 on said curve, at which point the tan, og, 4811 West; thence North 450 431 10 West 117.86 feet; thence South 440 161'50" West 82 feet; thence North 660 521 08l' West for 114 feet; ' thence North 29* 301 East for 81 feet; thence North 810 12'.37" West -for 155.75 feet.; thence South 5740, 06" East for 65.65feet to the true ss to the beach point of begining. To ether with an easement for acce over a 5 footnstrip of land as described in deed and seller's assignment of real estate contract dated Jan. 2, 1963, recorded Jan. 3, 1963.-in Vol.-801 of Deeds, Page .248.. Auditor's File No. 1582748. 0 Y CITY" OF EDMONDS t�DEPARTMENT. •gall Pliospeet..8 1107 when -.work SEWER DEPARTMENT CI'dIC CENTER 'WATER-- ►e ready for inspection 646 lnspeG .tions Saturdayay , Snnd-or holidays.) ,NQ 3773 SIDE SEWEV. PERMIT 17020 TALBOT ROAD ADDRESS.......................................................................................................................................................................................--................ OWNER AERRES ALFRED ALSAKER CONTRACTOR ........ OWNER Pelnlission is granted ... JULY 2 , 19. �. . for ........................ days to REPAIR or CONNECT a side sewer with City Sewers in accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1—The owners of the property may obtain a permit to construct sewer inside property line. A licensed Side Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before It has been Inspected. '-F No. 2—Obtain full information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. N No. 3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2 q,. L� No bends in grade sharper than % will be permitted. - NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to improper work which may develop within one year of completion. NOTE No. 5—It is unlawful to alter or do any other work than is provided for 1n the permit, or to do any work on the main sewer or its appur- tenances except to insert the pipe Into the wye. A .SEWAGE DISPOSAL`0ERMIT Septic Tank ....-'r{rj..-...-.gals. No, .-.-..:n€%i!'' CITY OF EDMONDS Disp. Field-.---.-...f'1; --sq. ft. Department of Public Works Other................................................ FILE .......... ....... ...................... is hereby authorized -to install/ repair sewage disposal system at Date issued on....-- Permit expires one year from date of .issue DO NOT COVER BEFORE APPROVED BY DESIGNER OR SANITARIAN I hereby certify this system was installed under my supervision and control and -complies with all provisions of the City , of Edmonds Resolutions. Signature of Installer.-.. :....................-....-........-........ Date-.-.................:--.....:::..: Approved .� Disapproved F� Date ................................................................. ' By ................................................................................ .. ------------------------------------------•---- -------............................................ SANITARIANOR DESIGNER..........................................:............................................ Date.. This permit shall be posted in a reasonably conspicuous place on the job until inspection has been completed. _ iyr, ' r ` CITY OF EDMONDS DEPARTMENT OF PUBLIC WORKS (" 250 Fifth Avenue North, Edmonds, Washington APPLICATION, FOR A SEWAGE DISPOSAL SYSTEM PERMIT (Submit 3 Copies) Permit to be issued to: ... Alfbr --- Alsakex---------------------------------- For installation at: (street address)....,....11702.0 Talbot Rd. ---------------- ............. .............................................................. Addition or' Subdivision.--------Telb-ot.---Pa-rk.--- -- •.......... ............................. Lot -- ......... Block ................ Type of Building: New...X..--- Existing ............ Single family residence -----x-...-. Number of bedrooms ....... 3..�..... ..... Other: (specify type or use) ------ -------- ---------------- - ---------------- ------- -- - . Builder ... ........AU rd...Als!akBr------------------------- -------..AddressI42..M; 9_ 80 tt le.. Wesi1............ f DesignerSO..---- Sn.o......3e.pt1-0.... '�'nnk... De—s-ign-a,:....Address.- -.52.0.8-18-0... ,0 !... ,.R1nyvgQ0.. ................ Soil Log Hole No. 1---- S.-ndy---lam ---------------------------------------------------------------------------------------------- ------ -- -- --- -------------------------------------------------------------------------------- -- Soil Log Hole No. 2..... --Same............................................. •------------- Elevation of Water Table, if encountered. (Distance from ground surface)............_......................................................... Corrections to control surface water if needed .......................... .•.......... ..................... ........................................................... -------------------------------------------------•----------------------•-------------...-----•..........------.........................-----........------.......................:.•••.................. Specify if any removing or grading of topsoil in field area— .... S.pr. add... eihaavrq.t.ion....C.1.1.t...over ................ drainfield area. ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------••-..................... Percolation: Test Hole No. 1 —.Average Rate_l...................................... (Fall in ininutes/inch-bottom 6" test hole) . Test Hole No. 2 —Average Rate 010.............................................. (Fall in minutes/inch-bottom 6" test hole) Test Hole No. 3 = Average Rate .... 12................... .... ... ........... ::.-.. (Fall in minutes/inch-bottom 6" test hole) Average percolation rate on which to base 'drain field design'............10 ..................... . Date Taken .... j " Z`1-66 Septic tank requirements based on present rules and regulations: Septic Tank Size.... ... 99P............ gallons. Hold n tub ott high • Amount of Square Feet of Disposal Field ..'.�rJ...................... //...... Signature — Designer ....... %/.1j�,U_.------ Date 3-18-66 .. ...... . -- . DO NOT WRITE BELOW THIS LINE (To be completed by Issuing Agency) Permit issued (date)--- .......... ��` kf.4... --------------Permit Number..... ............................ Remarks:...................................... ................................•--------....----------•----.....---------............. ........................................................ De.sf(mg lierold Olson 52 08- 180 S *nnvjood,, rash. Drive ..... . ........ 00 V# ti Basement Dro 900 f&x G el. S. T. 165 Lin-. ft. of dreinfield 31 idde trench* 4 9 Sp Sq. f t. required. Per. hole log Hold stub out _-high. 4"'TIght line 4" Drain tile --i-A .- �•.101P CITY OF EDMONDS LOT APPROVAL STREET S T R NAME ADDRESS ADDRESS OF PROPOSED . BUILDING LEGAL DESCRIPTION: LOT BLOCK --ADDITION TYPE OF USE Z,e S NO. OF BEDROOMS_. SIZE OF LOT SOURCE OF DRINKING WATER: Public Supply_ Private Well a. SURFACE DRAINAGE 1. Is disposal field site well drained? Twe u L o 7- iSu T' 2. Any water course ( stream, drainage ditch, etc.) through site? T,yrza c s�,vr�L b. TOPOGRAPHY — � —S-7 T� 1. Any heavy slopes in field area? p 2.. Will present topsoil in field area'be removed .or graded before field tiles are installed?41J2 3. Will any fill material be used in the disposal field site? ' If yes, how much? c. SOIL CONDITIONS 1. Hasa hole at least 4 feet deep been dug in the disposal field area to deter- mine the type of soil present? 2. After hole is dug record the soil conditions at the following depths. (Re- cord as sand, gravel, clay, packed sand, loam, etc.) 12 inches 30 inches _18__i.nches 36 -inches- - 24 inches 48 inches 3. Any ground water encountered before reaching a depth of 4 feet? If so at what depth? &13 d. WATER TEST A simple water test will show how well this soil will drain or percolate water. To perform this test: 1. Dig hole at least 36 inches deep. Use a shovel or post hole digger -- size of hole makes no differenceonlydepth. 2. Fill hole with water.. Now let all water run out of hole. This soaks the ground and will give a more accurate reading.. 3. Again pour water iri- hole to a height of 12 inches from the bottom. Let water run out until there is just 6 inches from bottom left in hole. 4. Note how many minutes it takes for this last 6 inches to seep away. Record this time below. Number of minutes for last 6 inches to seep away 5.' Divide this time by 6'to,-obtain the rate per, inch 6. Date water test was performed I hereby certify the above information to be correct and the above tests were performmed by me as prescribed. Signed Address /W4,V NOTE: A septic tank permit is issued on the basis of the above information. If there are any changes or alterations in the above stated soil conditions it may result in the installation being rejected at the time of inspection. Percolation Rate and Required ab o�rpt ci Area: For single' FamifkDwellings. Percolation Rate Time in `u�- Lineal feet' f 4-Inch tile minutes for water to fall tre f y, us�:�g n� ,nth width _df one inch;, ,44 din 3 150 Siam w �. 4 1.75 � < 5 7 22.5 n` 10 12 265 15 285 30 375. Over 30 Soil Unsuitable 0 0 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT • 7110 — 210TH ST. S.W. • EDMONDS, WA 98026 (425) 771-0235 • FAX (425) 744.6057 • E-MAIL: klein&i.edmonds.wa.us 111 e 1 g9v WEB SITE: wwwxi.edmonds.wa.us July 17, 2001 Jim & Ginny Douglas 16902 Talbot Rd. Edmonds, WA 98026 Jim & Jackie Rothaus 16912 Talbot Rd. Edmonds, WA 98026 Don & Odessa Annand 16922 Talbot Rd. Edmonds, WA 98026 Re: Drainage Concerns by 17020 Talbot Road Dear Edmonds Property Owners: GARY HAAKENSON MAYOR cq>�, -- RECEIVEEY JUL 17 2001 ENGINEERING DIVISION Thank you for all of your letters expressing your concerns and desires to correct an apparently long standing drainage problem along Talbot Road, north of 171st Street SW. This letter is to verify that city construction crews will be improving the storm drainage piping in the City street right-of-way by September 1, 2001. This should significantly reduce the chance of stormwater runoff from Talbot Road discharging onto your property. During this construction, the city will allow you access to your property at all times. I will have our Public Works Street/Stormwater Manager, Jim Kammerer, contact you when the specific construction dates are scheduled. The other concern you have all expressed is the detrimental effect the stormwater runoff has had on your common driveway. In order for the city to legally address this concern, I have enclosed three copies of a Claim for Damages form. Each property owner should complete the form and return them to the City Clerk's office located at City Hall, 121 — 5th Avenue North. Once they are received, they will be sent to the City's insurance company along with your previous letters of concern. I will personally work with City's insurance representative to expedite a resolution for your claims. • Incorporated August 11, 1890 Sister City - Hekinan, Japan i 0 If you have any questions concerning this matter, I can be reached at 425-771-0234. Sincerely yours, Noel F. Miller, P.E. Public Works Director c: Dave',Ge,bert;'.R� , City Engineer, Jim Kammerer, Street/Stormwater Manager Enclosure NM/lk WordataMmin\Drainage Talbot Rd 711 t MAY A � L. iuL 7I City of Edmonds Permit No: 02. 1 O RIGHT="dW-DWX"17, CONSTRUCTION PERMIT IssuelDate: f 1—o?t?-4J2_ A. Address.,or,Vicmity of Construction: 170204lbot Rd. B. Type of Work (be specific): ' g A~ w Apo =red' „e C. Contractor1lacier Construction Services. Mailing Address:17041—Talbot Rd Ed. 98026 State License #: GLACICSOUB7 D. Building Permit # (if applicable):_ ❑ Subdiyision Single Family E. ❑ Commercial ❑ Multi -Family INSPECTOR: 1, Phone: f or Insurance: lmil Bond: $ 6, Side Sewer Permit # (if applicable): ❑ CityProject ❑ ,EUC (PUD, VERIZON, PSE, AT& T, OVWD) ❑ Other - M"t-d r NEU- F. PAVEMENT CUT: ❑ YES •'GE�NO Ga SIZE OF CUT X CONCRETE CUT: ❑ YES NO =r ' INDEMNITY. • Applicant understands by his/her✓signature to this. application. he/she holds the City.' of Edmonds.'harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. ' THE CONTRACTOR IS RESPONSIBLE -FOR IWORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINAL . INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Traffic control and public safety shall be in accordance. with. City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC)-296-1'55-305 and must have certification verifying completion of the required training in their possession i' .. �i' ♦ Restoration is.to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday — NO'EXCEPTIONS. Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A- IGi'(1-800-424-5555) PRIOR TO BEGINNING WORK .� I HAVE READ T E ABOVE STATE N7 9 AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST KE E PI I , K COff OJ F THE PERMIT A VAILABLE ON SITE AT ALL TIMES FOR INSPECTIONS / Signature: / Date: Contractor or Agent) FOR'CITY USE ONLY Approved by: D. C11 i.,6 I Right-of-way Fee: Time Authorized: Void After "� / �'� / U2„ Disruption Fee/Fund 111: Special Conditions: R4S- bAg- R(W ' 011T J `._fA N'DAgX Restoration Fee: RES�tb R� :DISTU.Rl3t�'A LAN 04C'-APC' Tb U K670-CL. k-� M69 - � Total Fee: eL� d OWD11140S o gonfrt AFVOTL=D Agl64f6o1ZS *10F. TO Receipt No: 7 1)*bRt- STA QT: X f.5ilin4 t"'', WA441 M11OA+W.U11 W TV Issued by: CAL(- -1 NA t, l ' A'` iii :425 •�1 "2 t'02r2a Y19Z.G UPON'COMPLETION OF PERMITTED_WORK, AN ENGINEERING FINAL ' INSPECTION IS REQUIRED PER CHAPTER 18;00 OF THE EDMONDS COMMUNITY DEVELOPMENT CODE (Phone 425-771-0220, Ext. 1326) FINAL APPROVAL OF PERMITTED WORK: -P 611, 3 'i DATE:kLa(z sV. Inspector's. Signature For inspection requirements see Engineering Inspection Information handout. NO WORK SHALL 131?GIN PRIOR TO PERMIT ISSUANCE f ' 'vf r z _, �• -5 ,. t"''��A � f.t " v �- � /yam r4k arfi , yL.� ]' � k' p -,;. � �p _ .: ,•!:,;�, :/' 3 [ r >.�.. ! � �- Ch J �ylt[•.jV�N tj: 0 • Perrinville Station tlNITEDST'AT S Ed POST-taLSERVICE May 10, 2002 Tom Sullivan 17041 Talbot Rd Edmonds, WA 98026 Dear Mr. Sullivan, Please accept this letter as approval for locating a CBU, Cluster Box Unit, where the mail box for 16900 Talbot Road is curently located, as in the photograph that you provided. The deliveries to the CBU are to be the same as provided in your letter dated 5/2/02. Final approval is granted now that the Postal Service has received the list of signatures from all the parties desiring to have their delivery converted to the secure CBU. You may proceed with your conversion. Please feel free to call me at (425) 670-2710 if you have any questions about your new locking boxes, or any other postal matters. James A. Sutliff Manager, Customer Services 7601 OLYMPIC VIEW DRIVE EDMONDS, WA 98026-9998 1-800-ASK-USPS u May 2. 2002 Postmaster US Postal Service Perrinville Station 7601-Olympic View Drive Edmonds, WA. To whom it concerns: We intend on replacing the current 11 individual mail boxes with one American Locker "Cluster Box Unit" N1004637 at the same, current, location on Talbot Rd. just North of 1715`. SW. In order to do so we need your permission in writing prior to the City of Edmonds granting a building permit. The 11 addresses are: Scott and Ginger Burk 17015-Talbot Rd. Al and Gerd Alsaker 17020-Talbot Rd. Louise Gerth- ,��� .� 17030-Talbot Rd. Tom & Carol Sullivan' � 17041-Talbot Rd. Ann Landberg_A16900-Talbot Rd. Kevin and Carrie cCa by `- �6902-Talbot Rd. Trond and Debbie Bod I Chu D �6905-Talbot Rd. Phil and Dianna Tiegs- �^-� ; �-�- 16911-Talbot Rd. James and Jacqueline othags; ; 16912-Talbot Rd. a. Don and Odessa Annand 16922-Talbot Rd. John and Mindy Spicer ,�, ,4 16838-Talbot Rd. Please forward your written permission to: Tom Sullivan 17041-Talbot Rd. Edmonds; WA. 98026 171 • o PosE b C V - 4b3-19 e�EH %a ZI, n C K TOP . That portion of Government Lot 2, Section 7, Township ;1 M described as follows: Wie Southeaat corner of said Lot 2; thence North 1° 11' 45" 17 feet; thence West 771.26 feet; thence South 60 feet to the of beginning; thence South 39.37-feet to the point of curve to the right, said curve having a radius of 258 feet; thence Southerly along said curve to the right 40.96 feet to a point •ve, at which point the tan§ent to the curve bears South 19° it; thence Nortr 45° 43' 10 West 117.86 feet; thence South ' West 82 feet; thence North 66' 52' 08" West for 114 feet; ;h 29° 30' East for 81 feet; thence North 81° 12'. 37 West for thence South 57' 40' 06" East for 65.65feet to the true :ginning. Together with an easement for access to the beach got strip of land as described in deed and eeller'a assignment '.ate contract dated Jan. 2, 1963, recorded Jan. 3, 1963 in ' Deeds, Page 248, Auditor's File No. 1582748. • 1 6^01TIe,� ' 6.cW1reH • D3� FLATE AND �20� AWA_;0F_ DOLTS 4v.,sp wiN uN11s � L* TWrL.A.rr*To BUZZ . Ai'HMP4r of 09: tVm sIq ALL S�D� Fo1z DR�.INk �. >� F-.usrf WITH �1oININ.1 �UXF 'F IN r�,v� Arz� �T �8_�Q, GoM�RlY�,IbL� �IU-�iZ raUQ A,6-4*IN�1 U},l9WIWZEW AIL. t240 NOT 'FcK M . �IMUr� FRS' �i{ r1Rm UlJvWVrUF_r5V 40IL et STANDARD BASE DETAIL NO. 3 General Notes: 1. Concrete: 3000 psi @ 28 days, 6% air entrainment 3- slump, place in accordance with ACI-301. 2. Anchor bolts: Provided by USPS with template. 3. Grout: Non -shrink, non-metallic, 5000 psi minimum: Corps of Engineers, CRD-0521. 4. This base detail can be used for neighborhood delivery and collection box units (NDCBU), Cluster boxes and parcel lockers with 4' x 10' bolt pattern. 5. Required expansion bolt capacity, based on calculated design load = 3100 Ibs tension, 2000 Ibs shear. a'T= zlzs' 9z 62� roQ FACILITIES DEPARTMENT vsrs Arrxo� By.WASHINGTON, D.C. —RZYMON °ATZ UNITED STATES POSTAL SERVICE s A-ttachment 3 0 2.00.,, i 112 INSIDE RADIUS 7.00„ -�- 2,00- 112"-13 THREAD MATERIAL: 316 SERIES STAINLESS STEEL FINISH: PASS-IVATE PER QQ-P-35C, TYPE: VI. 0 L_*Y5L eviXeAcAr. 4i�rrwE47 wlN uNITs A4 sr-Wircgti. I,*i: tWf lArro V �,Uz ovl: Wm SLopr SUIx�G� mod.' P� �avt , ALL �cG�� FWe_-H WITA ��a1NIN� �UJ<"ACC IN rwErp '4rr'A C,UT�'' CoMPRi' 'ibL� l=iU.1;� PoU2 A(--AIN�j l'NJV UgelV Z,,oIL. r7o HZrT 'FrX M . LA1J��?R� P�L� �� UiJD�•�"UIZ�J AIL c°,Z LoNOI � }oy ' GG4iDIi10N W� CGi��r,:7 �iL:. STANDARD EASE DETAIL NO. 3 General Notes: I. Concrete: 3000 psi @ 28 days, 6% air entrainment 3' slump, place in acxrdance with ACI-301. 2. Anchor bolts: Provided by USPS with template. 3. Grout: Non -shrink, non-metallic, SG00 psi minimum: Corps of Engineers, CRD-C621. 4. This base detail can be used for neighborhood delivery and collection box units (NOCSU), Cluster boxes and parcel lockers with 4' x 10' bait pattern. 5. Required expansion bolt capacity, based on calculated design load = 3100 Ibs tension, 2000 Ibs shear. FACILITIES DEPARTMENT J n WASHINGTON D.C. .prieova ar < , coo Iff. "'°N °•� :,: . 'P UNITED STATES POSTAL SERVICE s� 1-0 A-achment 3 '