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19412 89TH PL W.PDF111111111111 8593 19412 89TH PL W CITY COPY F�Z� A- n,� c mv --r' DAILY FIELD REPORT IGEOTECH TRAVEUPREP TIME JOB NUMBER N 0 V 1 4 1996) CONSULTANTS, INC. I Nit TIME ON SITE DATE PERMIT COUNTER A A'�' 13256 NE 20th Street, Suite 16 P.O. Box 2054 TIME OFF SITE DAY 01�4EK Bellevue, WA 98005 Tacoma, WA 98401 IT Fr- 41, HOURSCHARGED WEATHER i 206-741:1§.�-LA7-8 206-627-5990 FAX 627-2114 N '3/q OB LOCAT16 '%-='i CLIEITr 0 pj4eC weed Ld-- L CONTRACTOR L CONTRACTOR'S SUPT. MILES PERMIT NUMBER GRAD'ING CONTRACTOR GRADING FOREPERSON 1 VISITORS IPAGE OF npl!s.'4c- 1,, �,,,--4 �,,,;44 R�,J-,,rA -,C,7-rle P1 �L, df!)W. w f" e! r - I TL Jeck t-)'- r-er L., LA .1!312- i.-, nu N-v- 2 TIOP e'P I ZIA Ms S T, n')�' 101�k -s rin T- Ir es 1�- re- t�j.r:c rn.' 41,- cs -T� �1 I r prr- t, e- A i't t-"f4 I" ::I re r nn,�n1w6ni-s n�,A r-,- en p k� J^- t- A <3 Irp knLeA oin L�oe "r Jurl1=1C. vis;4 '01J JLArI><3 r se— r- T'r, -r � 'A'r- k �4e Oct'2'01'e-ir- Z3., fti6 re ex Ye-� !Lr EdL &15�. p f Ile- 1A le'�- Lg.� 4 CJ1 n r L. s f- sgj�j� lc� e7; -I �,ntd Wen's e- 13 Ek,� eo s -I's Y, 0 -� U e ;,,s t-j S e�' 7-e-yo!> 1 -'f4 -i�--s TL T r\ J !�Pr'-Ae* I-J re' e2--> LO 41 ef r L-j joeXe--�/' _j ' T elc�LAIA cle-ce"S's, T11 I- yle-s ilea i-!N ;-�e C:) 7 I � 0 L.\ I e- '3 ), ) �]Lnlr -eS r',::A T-� Lies 1A J ZLI ;I,' 1!� Of n L)* te'r 14 6 c 1 '31 e-in 1-, 92 r-d-- S _J el4j'o':�;6 T;jj I ff T4, -Jef�,'-5 rz- --,4); 1 L6 L 5 4!!fa r S,:- r r- J )-!s < L'X Tt L� e r 12 6 W en NEXT SITE VISIT: inn DOW cokil.L.A T.A-A :: A -2 n i j - -z -�i- SIGNATURE: \Z�:�\Z:-�Vu U —1045-- �WA DAILY FIELD REPORT OEO-rECH TRAVEUPREP TIME JOB NUMBER CONSULTANTS, INC. CIVIEl- TIME ON SITE DATE 13256 NE 20th Street, Suite 16 P.O. Box 2054 TIME OFF SITE DAY Olf Bellevue, WA 98005 Tacoma, WA 98401 r—r,' n u 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 HOURS CHARGED WEATHER JOB LOCATION CLIENTIOWN ' ER I I I I L — M I � F14ce— Wr-_, ---S GENERAL CONTRACTOR GENERAL CONTRACTOR'S SUPT. MILES PERMIT NUMBER GRADING CONTRACTOR GRADING FOREPERSON VISITORS IPAGE OF TLe- nP Ue- t),yee te-5k 1,61e-5 Lt,,J ±IZ",Jwee-��4eye'-j rn louler ae-i�se- Glne-i��l T11. 4.je!!0=-' De. -se- Gincind T;11 V)e.X 1� N/�-siWe- i�, cre,,jl n�=r-je sinwe-c— [3,,-5,fA :5k ��e- �S rill U61� rfeli- enri- -j W: siaffle-�,,nJ e5r" de- T& LA en T(-� d e- 9Aee—iA-(,e)Lkn tre-e-� ea)A?nrs) i-, 6'co"� 6-, k��A )aj 1A 15� �- eA en L 14 tjrw4s- T4r n e- r r,6k/* e-141rns 0151 �sr_ r L eA I!> 14 14 f5 J, in 0.1 jrel�-- t '�- f-" & i e--S F-1 7- m/n/4A E4 jr'::N!A4 64" L, J Inj 0:> '=s 's nrzvks k 0C4'a:-' --'d' r kg4r' fop r. 'r/�l ek'�-; we -re e�> -10s gr ro &14 k-� �Je4 A;4nA!:. 4he- 1" e'r k.�'- r. Y-,^ C-' r s 'n :5, >-e' eA -4.1- --.C:z Pi 6! �r� -e- --!4!gaf 11-s nil "I I"^,_ if- t 14 , enr we- '2� N'92 /c,4e--r nrenek e� A, hfl�s U n'r ej ._�e jr -wre ga 1�z NEXT SITE VISIT: (nnrQw COPY TO: SIGNATURE: U —1447- 1 j OEOrrECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 P.O. Box 2054 Bellevue, WA 98005 Tacoma, WA 98401 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 JOB LOCATION 1,9 Ll I Z _ '�q U el-e-en GENERAL CONTRACTOR GENERAL CONTRACTOR'S SUPT. GRADING CONTRACTOR I GRADING FOREPERSON DAILY FIELD REPORT TRAVEUPREP TIME JOB NUMBER 1 9 2 TIME ON SITE A /) TIME OFF SITE DAY 6F VIEEK HOURSCHARGED WEATHER H ill� t,�j jk e, e— k MILES PERMIT NUMBER VISITORS PAGE I Re- Ac,,e Glcin_) L-11 s,,ds t-ity4eirbe C14'r-1 A10"41el gn-IJ 16 4 Or fen _? I n jr U f >C -ri -n �ck I ef 6- Le- I __j V k-0/1 r - r Nt�l, Y) I 1,A 1 e-,,l I. y L-0 - r t p k,:f I A 5 /0 e::, . Y7,- er.2wij .0:� r 1A je Je_ a e- pr1'AA9ftk JA CA r de - Aor don V2 *A res X /ye _j r V, le, - J ry 44--- in*ih m,iee F.-j L,,,mn(4 "_'XisLL�q' Ce� r ),U-- _j C-11,5644d- A !=k rd�pj";';-o or 4i.6L I jej, imj�jc rz�J1.1--_ I/el-I rl34n�j k.j.00L I _j) & I aseg�dce� eA fid -"�ALnop. _j - ye't �9)2L6k%f Z_4'k (644.41e_ Ate 16 64!� )4v-k 4S 11 ng=926S rc�r �Www _j !9sL11'f2*e_Uj_J-. ZAL hg:�dk !SL4� eS Hp Aewute, ZA J %A/411 At 11vT L.:,e ac- lllnlr/4 :T Alsd j Meb, ei oc- te, I Age _j ILI . jk%_C' !-4 ::Ip e,!2:s 11A �,A fi &VA �L'l 14C z k-se 7 NEXT SITE VISIT: a7MQrgw COPY TO: SIGNATURE: %t:� Nzr�' U U I j GIEOrrECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 P.O. Box 2054 Bellevue, WA 98005 Tacoma, WA 98401 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 JOB LOCATION GENERAL CONTRACTOR GRADING CONTRACTOR GENERAL CONTRACTOR'S SUPT GRADING FOREPERSON DAILY FIELD REPORT TRAVEUPREP TIME JOB NUMBER 9 2ya TIME ON SITE DATE / IA Ag TIME OFF SITE D A Y CfIF &!E F rjjA HOURS CHARGED WEATHER -J CLIENT/OME MILES -�ERMIT NUMBER VISITORS OF gii il M .giijiq� WIN gii il M .giijiq� WIN FIV WIREW-HRMWIT MOW--- -310 W� 113 11111111111ill #Aj Win AIW VA RM .e 011 MEN MR-MMAINt -F-1 A W WE WA NEXT SITE VISIT: ff-Q(n COPY TO: SIGNATURE: %.I NZ:V U U GEOTECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 P.O. Box 2054 Bellevue, WA 98005 Tacoma, WA 98401 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114_ JOB LOCATION )qql?— --89/1 10141--e— GENERAL CONTRACTOR GENERAL CONTRACTOR'S SUPT GRADING CONTRACTOR GRADING FOREPERSON DAILY FIELD REPORT TRAVEUPREP TIME JOB NUMBER Q Z'vs V TIME ON SITE DATE Agg TIME OFF SITE DAY"OF WEEK k0URSCHARGED t�EATHER CLIENXWNE Rj,,� ;� MILES PERMIT NUMBER VISITORS OF 01� r L'i Wj".: eL4 L�) )2-" be- IV-, qJewjA tneel, i� Le- I--);d 41 Wei4e-1 -je-Al wc.Azw.; I I a.&. t4 h4lat AQ Ir NEXT SITE VISIT: COPY TO: SIGW U U CITY OF EDMONDS BUILDING DEPARTMENT .Tit WORK 02*n )A ADDRESS OWNER APPROVED DATF.'..,---�1-07 BLDG. OFFICIAL PERMIT NUMBER ZONE SETIMCKS6. FRO SIDE — REAR OTHER mmwm� HEIGHT C 17 7 (� k�77 Py 1.lf�ll CA FILE NO. C.ritical Areas Checklist 81te Information (soils/topography/hydrolo 0 gy/vegetati* n) L Site Address/Location: t�_��IAIW &J4, 2. Property Tax Account Number: 6,Y,3C?- - W,�, 060/ 3. Approximate Site Size (acres or square feet): 4. Is this site currently developed? yes; no. If yes; how is site developed?- ,5. Describe the general site topography. Check all that apply. Flat: less than 5-feet elevation change over entire site. Rolling: slopes on site generafl ' y 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 dian 33-feet). Other (please describe):___- 6. Site contains areas of year-round standing water: /9�) Approx. Depth: 7. Site contains areas of seasonal standing water: 14/ Approx. Depth: What season(s) of the year?, /V It 8. Site is in the floodway floodplain of a water course. 64z4,,�i >s� 9. Site contains a creek or an area where water flows across the grounds sufface?-6-Rows are y round? Flows are seasonal? _ (What time of year? 10. Site is primarily: forested meadow shrubs mixed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is presenton site: —For City Staff Use Only 1. Site is Zoned? - 1- -77 2. 9CS mapped soil type(s)? 3. Wedand inventory or C.A. map indicates wetland present on site? 4;.,. :-..,Critical Areas inventory or C.A. map indicates Critical Area on site? N,- 5. - 'Site within' designated earth subsidence landslide hazard area? 6. Site designated on the Environmentally Sensitive Areas Map? YeA- 56pet .DETiRNMATION Att m1f -`9tUDY REQUIRED CONDITIONAL WAIVER WAIVER Revi6wed by: 1 X2-6 Z, U 1%nner Date RgVOI/04194 0 - 19 City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled Out by any person preparing a Development Pennit 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 itto the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary tocomplete a development Permit application. With a signed copy of this form, the applicant should also submit a vicinity map or plot plan for Ind—ividual lots of the parcel with enough detail that City staff can find and identify the subject parcel(s)_ In addition, theapplicant shall incJude otherPeWinent information (e.g. site Plan, tOPOgraphY map, etc.) or studies in conjunction with thisChecklist to assist staff in complefing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided Are factual, to the best of my knowledge (fill out the appropriate column below). Owner I Applicant: — L C�� A�'Ad 1�'-h , Name #0� -210 Street Address F-) 0 4 J EciM On a�, 77r213,fl Elty, State, ZIP Phone 4-gnatur: Date Applicant Representative: Nam Street Address City, State, ZIP Phone Signature Date City of Edmonds Critical Areas Determination Applicant: Richard arbuck Determination #: CA-96-226 Project Name: I Permit Number: Site Location: 19412 - 89th Place W. Property Tax Acct #: 1 5131000 105 05 Project Description: Non -Project Specific Determination: Study Required: During review and inspection of the subject site, it was found that the site appears to contain and/or is adjacent to a Steep Slope Hazard Area pursuant to Chapter 20.15B of the Edmonds Community Development Code (ECDC). To determine if a Steep Slope Hazard Area does exist, a topographic survey prepared by a Licensed Land Surveyor delineating Steep Slope Hazard Areas must be completed. Any slope over 40 % with more than 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: For development proposals whichw'ill occur within the 50 foot buffer, but no closer than 10 feet from the top or toe of 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 must be completed by a licensed Geotechnical Engineer (as defined in ECDC 20.15B.020.Y) or 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. 180A and 20.15B. 040C. All proposed development of the subject lot must meet the requirements of Chapter 19.05 (Building Permits - Earth Subsidence and Landslide) 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. 2 CITY OF EDMONDS USE 111E PERMIT NUMBER 970001g ..CONSTRUCTION PERMIT APPLICATION JOB ADDRESS 'q12 T ./-/� - V 0 /)/ OWNER NAMEIWME SF BUSINS" #,AA'b TA k 7-()(K L GAL SCRIPTION CHLCKI SUBDIVISION NO. UD NO MAILING ADDRESS qu � S --,A ve. A-2jo PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXISTING — REOUIRE. E.ICATION — PROPOSED TESCIP ApprMed D RW Permit Required a Street U. Permit RDQ'd 0 Inswtion Required 0 Sidwalk Required 0 CITY zip 16 b1l t)Aj INA - �A)zu I TELEPHONE NU . BER 72S - 20-V NAME 'VA / j 6—, 1) METER SIZE I LINE SIZE NO. OF FIXTURES PRV REOUIRED YES 0 NO 0 -�� ADDRESS CITY ZIP ITELEPRONE NUMBER REMARKS A//4- ADDRESS LI-701 5-1 141,f. W 0 ENGINEERING MEMO DATED REVIEWEDBY oec. 1-?, 94 JA ZIP TELEPHONE N FIRE MEMO DATED REVIEWEDBY UP tr cc -ArLr7-r,-/Att & 7 ST&CENSE NUMBER — EXP E ,6 ZE1;1,r -It- 'WR'AT SIGN AREA ALLOWED PROPOSED SEPAREVIEW COMPLETE EXEMPT W�� ADS NO. Legal Description of Property - include all easements I EXP I-A151*j SHORELINE I V VO4'-51 VARIANCE OR CU LANNIAG I Ew BY DATE do m 1-�4 SETBACKS — FEET HEIGHT FRONT SIDE I REAR 7 5- 7 I ?.. LOT COVERAGE Propel Ut Tax A Parcel IN U 30 01/- 0. Mt:MAMK5 L 4 1 j -7 7 NEW E] PLUMBINGIMECH COMPLIANCE OR ADDITION CHANGE OF USE ElREMODEL, SIGN CHECKED BY TYPE OF CONSTRUCTION ICODE [OCCUPANT OR 7!-3 (3 GRADING FENCE REPAIR CYDS. E] I x —FT) 0 D WOODSTOVE SWIM POOL DEMOLISH INSERT F� HOT TUSISPA GARAGE RETAINING WALL/ CARPORT. L—J ROCKERY RENEWAL a EPECIAL INSPECTOR JAREA R OUIRED )(YES 'ITEMARKS OCCUPANT LOAD PROGRESS INSPECTIONS PER UBC 108 OZ BE. BUSINESS OR ACTIVITY) EXPLAIN. LZ, -r- I 1� johlod NUMBER I OF STORIES F DWELLING UNITS CRITICAL AREAS NUMBER ql� uVIVIn5, C221/6 iFiiY 62501-rld ��6ykq& t5,d-ZW2-7 OESqRJBE WORK T�SE DONE (ATT�" P�OT PL"I FINAL INSPECTION REQUIRED ta P2& C�;q, Audt ��A*j 44,L VALUATION FEE V PLAN CHECK FEE 40 BUILDING Z," HEATSOURCE: 77� PLUMBING P Ian Check No. MECHANICAL This Permit covers work to be done on privite broperty ONLY. GRADING)FILL Any Construction on the public domain (curbs, Id wPIks, 8 at STATE SURCHARGE driveways, marquess, etc.) will require separate permission. Permit Application: 180 Days Permit Limit: I Year - Provided Work Is Started Within 180 Days STORM DRAINAGE FEE "Applicarit, on behalf of his or her spouse, heirs, assigns and ENO. INSPECTION FEE 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 whatever nature, arising directly or Indirectly from the Issuance of *this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT 0 xjnor m odify, waive or reduce any requirement of any city ordinance limit In any way the City's ability to enforce any Ordinance ITOTAL provision." AMOUNT DUE 2U2Z I hereby acknowledg 0 that I have read this application; that the Information given Is correct; and that I am the owner, or fine duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT tate laws regulating construction; and In doing the Work authoriz. AUTHORIZE This application is not a permit until d thereby, no person will be employed In violation of the Labor ONLY THES signed by the Building Official or his/her ,Code of the State of Washington relating to Workman's Compensa. WORK NOTED Deputy; and fees are paid. and receipt Is tion Insurfance and RCW 18.27. INSPECTION acknowledged In space provided. SIGNYU7 tOWNEA OR AGENT) JDATE SIG ED DEPARTMENT A� 0:,FI �1 CITY OF ,LS S TUFtE DATE EDMONDS h CALL FOR RELEASED BY: ATTENTION INSPECTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A F:NAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW — Inspector A CERTIF CATE OF OCCUPANCY HAS BEEN GRANTED. USC 771-0220 SECTION 109 PINK — Owner GOLD — Assessor 10247 r5z- / i //// 77 61" Fl� lk,�s 'P4 �-b vj.,rA(, Aa - P� "4,,vpf,,A �ve#t4 -nz� fie,. PLANNING DATA NAME: TArto SITE ADDRESS: 12 4-17- K9 ' A, W.-DATE: 1117,71%, ZONING: P-5-i 2-ZW - -77 —PLAN CHK#: c) & - 2-4- PROJECT DESCRIPTION: of 4*,c V\. af,.ke- Y. CORNERLOT 19\6 —(Yes/No) SETBACKS: f. \, A 6 1 "' I A Required Setbacks: 4YA PP-D- )- 7� ,t-vr o-lAl pef� �, orowe(.,W� svwo-f Front: 0 Left Side: 0 Right Side: 0 Rear: 4110_� Actual Setbacks: W oA,,� Front: 15, Left §ide: Right Sid , e: *6' Rear:-7-5' Street map checked for additional setback required? iyt� (Yes/No) CA, 64,0-de il- fdMw4X-t4. LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED N -(Y/N) LOT COVERAGE: L44 �4 Maximum Allowed: 3667a ;,2 Actual: No BUILDING HEIGHT: Maximum Allowed: 2-5, Actual Height: (06 m, Datum Point: 144 Datum Elevation: A.D.U. CREATED?: M SUBDIVISION: 40-1- 77 CRITICAL AREAS #: CA - I (Az,71& J�-41�S SEPA DETERMINATION: �U,,,04 - *k Kr, TAr6w4,- V&v4 jq ", 1t1z,71,9,6 ^� 10, LOT AREA: OTHER: 6f-k-z,,, 4- bh*cox Arm, U Plan Review By: I A."PPLICANT G-OPY'v'. �JOV 1 4 1996 DAILY FIELD REPORT 01E0"r1ECH TRAVEL/PREP TIME JOB NUM R CONSULTANTS, INC. PERNT GOUNTF IN if nx TIME ON SITE DATE - - 1) A A'�' 13256 NE 20th Street, Suite 16 P.O. Box 2054 0 IT DAY Oe4EK Bellevue, WA 98005 Tacoma, WA 9 ---rWEATHE 206-747-5618 FAX 747-8561 206-627-5990 HOURSCHARGED R JOB LOCATION CLIENT Or IR_r ':2�' IC j.L'C-k GENERAL CONTRACTOR GENERAL CONTRACTOR'S SUPT. MILES PERMIT NUMBER GRADING CONTRACTOR GRADING FOREPERSON VISITORS IPAGE OF ni-35;4c Ln ,,24 Riel,,tA E-411tek- �L, e L*4J ) N, 2, mqz TL,,, IM w 1-' - e, 1- 5 r- 1 e -s I w '.6. L" r e-A I re--s T n y., t. 141CIA -5 7'- 1-,', -.4 I rp- Ir e- -1 4 r., I t.- r -';.4 S4 r : I's -2-�T n-e� 93 [L- n!- --'IN If P t j Ir I- L 1-1 Tt e- I-A f�' -1p rj��t"L�A;-j Ivn 4:4 r-,-- �Cj)�c 1-, 54% ir f- TLe i3nj L] ree il h4'�j r- r V I I'l 12 ZJ J, r �'!j L , (% j --n 7 r ---- f - -j r- r !..o /- "*S;-- r '-'j jj TeA T e- k Z-3 M16 -k 4 p r e 4k V-e_� fles V- RA r 12 r A r�)l L36-ASe-, �nr de- el; r t-e. _e, InS cn, LA e _ I Vjz�' S fx 1':� �Zf' foe r rk s e-*,n I T1 T-, T e-n L% )A 74 V/ e- s I al r- —I- =J 3C 14C��O r 411, lef -S rQ LA iil- ZLI krj��-� 'i T;11 ef 1, 1 r;- 10 IJal, ,a r- s:-rcine,�� nl.A-j �-6r' r Vl�e6& T1 �6)e, elld 11 el 44 0� S'4' s"a 1A T-1 NEXT SITE VISIT: nnnw "OK2�,,A T.-A.,.-k SIGNATURE: 57- U I j � ClEOTECH A' CONSULTANTS, INC. A 13256 NE 20th Street, Suite 16 P.O. Box 2054 Bellevue, WA 98005 Tacoma, WA 98401 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 DAILY FIELD REPORT TRAVEL/PREP TIME JOB NUMBER TIME ON SITE DATE 1) A A4 TIME OFF SITE DAY O(WEk Fr Ld HOURS CHARGED WEATHER I JOB LOCATION CLIENT/OWNER I I y I ?- - P�e" - GENERAL CONTRACTOR GENERAL CONTRACTOR'S SUPT. MILES PERMIT NUMBER GRADING CONTRACTOR GRADING FOREPERSON VISITORS PAGE OF No �e r f J I e 1, r -0 Ij 71 Na so 11 iQ CA I e'-r V -A rf 74-5 -f :5 e-- �S lcl IQ e S &A fN I -!N -j/ . Ti 9 -1 Ea el. n-, tl"� liklell A I te re ,jf re- ikAEeAtf-6 (n�7 )-6 1^ 1 '1 1 ed 4- r, X> se4, 'i � 7�,e- ire >11 Y' e- e- Te� L -k t,,�6 tA Ir tj '�A r Ilk e- e�e-e-iJ- ti, 45 Lk-s re-e- s i-� Ife- W^ *-A J% + LA 61A!,k'S nf` U'e- ever--ce-ent, Re- _J 10fr-n*r v-f-% 611. LA r-elf�- Ile, w, bng�. LA4 14, �PAJ_e, UQ 0 1� 4T'!-n I, T r- h ne k n. -r-akL e r- J-L L' C-�, i We-f e 6`1 -10 '-S f' rL-% e7A k-% �1 ef 4At-A lj-c� ;e2� 1,!� Ae�r;-L ,.Are fN CA, 1p eA r- -IN I- I a M e'-11 Lit L- I 'f'L' I I" eln Ff '�-r A"e-91 we- LJ l,� I e-� 4 Lt r bbv '2 1--1'9 2 ln4er LA J4 JCJ2 NEXT SITE VISIT: OMW COPY TO: SIGNATURE: U tj ClEorrECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 P.O. Box 2054 Bellevue, WA 98005 Tacoma. WA 98401 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 DAILY FIELD REPORT TRAVEL/PREP TIME JOB NUMBER 9 ZLIE LI TIME ON SITE E TIME OFF SITE DAY dF 4 F IHOURSCHARGED I WEATHER JOB LOCATION C�NTIOWNER 1+11Z= - 2311 n!y=f= � / L Q t A 7,-::, ?, L L, e- GENERAL CONTRACTOR GENERAL CONTRACTOR'S SUPT. MILES PERMIT NUMBER GRADING CONTRACTOR GRADING FOREPERSON VISITORS PAGE OF - EA 0 t, -, a 1, C41 el. jn I il,', I— . TLe- Ac,;e G1,rI-,j T;j/ !.j.,4,j;e n;,--J les IQ e .0 In _f I e-) Ir -e� 't�,n U toefl 01 .10 I n.e It - I n 4) 1 ts n "-p 1-7e*�� - 6,o,n ir - -S �_l !��rpe %Aj I 13,e- r; 0-A i e'gn 1. 09P pe 10 P r ; P -1 In 0 Jt-� 0 1-) f_- L' -6 enee- , ,r :n elLi 1--- 110 -n e4 ':11- A lesy- In LA!�! LA inn r_j P& ja '�"ed 'Sle-)aC Eb::We $.%gth 4- An pzq4 4 ee:4 ar- s4LI; M kg�e- Ir L"- e" t' '71e r i -� 4 te:I4�e_ r-A � e_ r I )_ J_ 01"tyl 63 a n2w'd e=X&AJ' 'a�� cr tA ;e r2 e 4 -% ImAdL LLI(Ile - - I I . ' - ' I k en vi " rtS X k, _,n A" e4- . Oki" L� to In& tic rT as le, )or— n - - I -TL—.rr- r; poo!n r'; 1, IAr)d) ILA lrer �j W6 res") jejk 1�3 116p 1:7LI I Ij _j _7 j"J C A lei r_1 Ir z7 10 Lc,;-% b4 e-b.4! =k W-,o t- 16 64- _j - eneg-'e:ss rcor �goitj. An LAI 12*e_Lk !SL4� H'e v Gce4 I- t',2 za IL,;" a JAI&P r A::) I- All.—, _4tp 1,:::,e 4:::dN 114oc- W61AIA "Als'eci Le. t �L2 j in OUT zzwl ie%ic>in dol 115—z xl�Ave:5L4nA el� ItA �A 114� f; /1-VIA '0'^'V'11 I A-0 new '01deJ :XT SITE VISIT: )PY TO: SIGNATURE: Nz:� U j OEOrrECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 P.O.' Box 2054 Bellevue, WA 98005 Tacoma, WA 98401 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 JOB DAILY FIELD REPORT TRAVEL/PREP TIME JOB NUMBER TIME ON SITE 1/1 Ag TIME OFF SITE DAY dF K FI, - HOURS CHARGED WEATHER 1-1 -11 e- - -4 -7 EA LrAel-r a=)r- I Kici-eArA kArkw-ie-K G NERAL CONTRACTOR GENERAL CONTRACTOR'S SUPT. MILES PERMIT NUMBER GRADING CONTRACTOR GRADING FOREPERSON VISITORS PAGE OF OC�' LA 11- 4-!!:�A 64 e- . i will �4e- JJ !StnAe-twr&) a k,,ikim14" ez�)&-wressj'wt- S�r t-4L 12 a:S; j�S ASeA IC-1 raltAkArke- LAW en T2 in 1 lj4 ffool; F Lilivi., rep !n ki-4 k 1),�JerlljiLfle- -�j A 6W-LAi-Tji-L A561, -)---e -nre- rkehs ih t,��Zkej e-,I-A --seaA 1(4- e n r^ Vq .01 -1� �AT 7re- :� d)--Q)-Z5f1,-r 4, L J-)-4 4,15 �A4 o---r' 'A in LA i r:S LI- jj�L r4,J rj:> de- Ln,--,e Inpil C34-1ye-irf, �ks 1A, L, 41ag", -QLJ 41,1 )9:99L.. eoek4-, -S I Vto 11 FV& 1, Zg> Area--, trzA5/401 NEXT SITE VISIT: (?_;� Mw COPY TO: SIGNATURE: \Z:� U U tit IGEor'rECH CONSULTANTS, INC. 13256 NE 20th Street, Suite 16 P.O. Box 2054 Bellevue, WA 98005 Tacoma, WA 98401 206-747-5618 FAX 747-8561 206-627-5990 FAX 627-2114 DAILY FIELD REPORT TRAVEUPREP TIME JOB NUMBER TIME ON SITE D:" TIME OFF SITE I DAY'OF'kEK I I IHOURSCHARGED I WEATHER JOB LOCATION CLIENT/ GENERAL CONTRACTOR GENERAL CONTRACTOR'S SUPT. MILES PERMIT NUMBER GRADING CONTRACTOR GRADING FOREPERSON VISITORS PAGE OF 0�- T 4kb,,sc=rL>42d e- ea e- WAS ail-e- re 4:A "4' 11:: k 2. 'C' w �a r -)6 At kA e -- L�' , Atn) zl Lo 14 6 p Ile Q. T4;s I-- 46L.> U A de- Ls i. je--;��etk 4pr bg� X I I fiz del. Z�N'E k iA fig NEXT SITE VISIT: 6�� E�)w COPY TO: c E I v "l-E NOV 1 4 1996 VE-qkff COUNTER v moll PF"LICANT COPY F. [MORES AD MMOUT IME SIGNATUR BAMENGRMM..-INC., P.S. I" STRUCTURAL DESIGN 6628 - 212TH SW LYNNWOOD, WA 98036 PO !3bX 1697 tYNNWOOb. WA 9804 EDWIN F. BAKER, P.E. COVER SHEET PRESIDENT PHONE - (206) 771-6666 DATE: 11- M- qL PAX (206) 771-65M 10 B N 0 - fl jfp� - 54 -S 8 .163 % % :3 off CD al AV S. AV 6 6TH AV S TH AV N _A YT. . 60. lMW- AV f 9TH Sl' I' 1 1-96 A� WN ft v1su ft 21 ?l AV WT it to" FL 27TH AV s AV Ic A,Is ----- Ft. 0 ;R !9 too 11 AV 13RD AV V.- TH PL W AV 4 tzA . . - --! ' . 91ST PL "IT. CD ie i - - 1� eamm PL w v AW .T%-- 11 " &, BOTH AV w Ll XF PL w PL v e AV e AV is '4. FKL TH 84TH 4V W OM AV V n am AV v ie AT v 44 sp�p -PL v ie"L" rd Am 9 1 1 83111) AV V ;R ot w 9 SIST v 4wil wee w �wq a c am PL w AV ;7— JN dvrwd 13S now as dvw 33S 30 ei o . lownwo-O 0-fts. 0-mmm "Mm 4N.Um 7-14 "haft oloWft� _.Mo 0� 92s .............. ........... ,2 go HEM, is H MF a5Q.6 COAWL EX 5ZI 5 FIR A17= wo 79.56 Igo HEM ril m life RM to plot. 0000 Ito N ',"I SO CA it 9,, 'SITE PL,&KI -TApWCI< -A- 14-1 (A *77W. Z03,V WAez�. A�o q. r.%- ti 61 14� 42' j. 1�' eYj 15 T FDiq L ir." owsr F- rr, - t GITH A Ll \/j S, r FTCq C179, A tEQ O-A. E-XI ST FW 7n . -014C L.00ATr ri .4d . . . . . . . . . . . . . . 1:2 U) IVA --Z -1 CD -.4 1 i 7 a)(l 57 p 014 w (D 4-"rP, '5G:cTlm4 A-7 ?�ER 3ply = I % - 0 t JC PIC12 Pe4Z PLi-\N 6-5AC-1:� -c-EMENT/cc.D 00 Psi Miq )K 56- <�LACIAL-TILL (2epop--r IE � )TEC.4+ CcrH 5 (4 L-TPk HT S I M C -ti. Repo(ZT 0ATE-ED I- ctk) BAKER ENGINEERS, INC., P.S. SUBJECT SHIEET STRUCTURAL DESIGN JOB. NO. 95-�H CHK'D'- 6628 212TH. S.W. LYNNWOOD WA DATE: RO. BOX 1697 LYNNWOOD WA 98046-1697 -(206) 771-6666 FAX (206) 771-6558 1 (-�- % 7, -cil, I � o o 't Co'�4 T FvTrme�ss PCM nepomIT- 1 -0 11 r T 'o -0 W40EIZCUT IN DENSE -T I U- Pt--:R (I rs I hv-s ltqTElz0'z :PDt4 TZP--PAIiR 3/+�= 1'*- 0 BAKER ENGINEERS, INC., P.S. SUBJECT-EDN i2L--PAu?--TAP-6LAc-K STRUCTURAL DESIGN JOB.NO. q(v-+BPJ-13Y:9'>lI-- CHK'D:- 6628 212TH. S.W. LYNNWOOD WA DATE: P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 1 . CLI(E-NT PA-ivnAL F074 lj2.A-,-VAlCt I Of Cl f r- LA.) WA- T)C-&-JG�a �04,'J&: i 77K- 20-IS 1>0F LLI -1� PSP FLoo(L LL 40 P5F BR6 -1 00) P5P t) L 1-4 PSP 0 t. PSF B'-r �eaMCR CONS v,(.TA-Nl-S INC t4A� oj :F-t(, (34�C-*. 0 aA-� - U., AU.. W L-5r ZW 0 L LU j?'ot'r, now- 13 5 zo 130 2 0 Fm 40 lih l000 a 11 -- Zz-\ 9 1'�- F BAKER ENGINEERS, INC., P.S. - SUBJECT EDN 2&:ft(Z SHEET STRUCTURAL DESIGN JOB.NO-ff-67-498 BY.R�-A-CHK-1):- 6628 212TH. S.W. LYNNWOOD WA . DAT�_g P.O. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 )�eVJ REM CAP-A--f-tTlf ForL . yl-0 Fo n, ?- S 7- 1 2- ()' vW cot Fo (L a-b ( * 3 .01 � ?'-o' kou A )4 o M-A W-A% �- )1- Lo'A � T" 'P664 17-1 ("ALk- Tt F L Ffwl Fj-& L PAtW ,a pnow q—A�t 04�'. LU 5-0 40 ?-to & T3 L I q I D 60 (000 JA- �( I Oq-7 17 4-2 FL-r BAKER ENGINEERS, INC., P.S. SUBJECT _am- Sepm 3SHEET STRUCTURAL DESIGN 6628 212TH. S.W. LYNNWOOD WA JOB.NO. j9-!qf9&BY:Z�aCHK'D:— OF i DATE* P 0. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 1P / /'- �(o No m-tA Lwr-k o4k 5(ey- �OA L (lot r 2. 6 TL ZI 70 Wa i's I i (e 7 G—. 10 t?—� P Lr L F 1� OZ, An- r-L 13" .pDti I rT6- U., Z� (_ , en_z -Z. "y rl ZSHEET BAKER ENGINEERS, INC., P.S. SUBJECT. -'EDN f2EPklil STRUCTURAL DESIGN C H K' D: OF 6628 212TH. S.W. LYNNWOOD WA DATE- RO. BOX 1697 LYNNWOOD WA 98046-1697 (206) 771-6666 FAX (206) 771-6558 11- 1 i4/. 11-21-1996 02:30PM FROM GeotecK Caniul,tants Inc TO 12067710221 P.01 GEOTECH CONSULTANTS, INC. 13256 NE 2Wh Street Suite 1.6 Bellevue, WA 98005 (206) 747-5618 FAX 747-8561 Me0 JN-. 92 . 454 Tw Ftichad Tafbuck FW*w M= R. MoGinnis co"Ww" Dabs November2l, 19% Ad&ee= 403 - 3rd Avenue South, A-21 0 FAm (206) Edmonds, WA 9=0 Phome: (206) 778-2038 Re Undsonning of Extft Resdwm Foundations 19412 - 891h PW= West Edmonds Permit No. 95-244 The underpinning of the e)dsdng residence foundatons that we recommended in our November 1, 19M report is intended to Improve the support of the existng residence and to proted ft from damage in the event of future soil movement on the slope below. The natural wamhering of the near -surface soils res - ults In shallow slope movement that eventually happens on most steep slopes In the Puget Sound region. I Sedon 20. 1613.040 of the Edmonds Code provides e)empWn aiteda for work occurring in critical areas. It Is our opinion that the underpinning should be exempted from Edmonds Crikal Area review as this work is not intardad to enlarge or replaca a portion of the structure, but is intended to improve the wdstlng foundation's safety. It is also our opinion tliat tw proposed wcrk vAll not increase the potential for soil movement or risk of harm or damage to the irxisting uses or develapmw7L The oroposed work will increa3e, riot decrease, the public sef*, Please contact us if you have any quedons regarding this memo. ca Cfty of EdrnorKLq%1oM Bissell =)T71-0221 I evng— - . - - . - - ... TOTAL P.01 NOTIC�: W.'a'r.r a n' - y ... 0. -N'O'**w The information on the attached map(s) was compiled for use by the City of Edrnonds� its Employees and Consultants. Th,..e City of "Edrn.onds does. not. warrant the f anything set forth on these accuracy 0 map(*�). An . y person or entity -requesting a copy should conduct an independent inquiry regarding the infdrm'ation shown- or tfi-�� -rnap(s), Including, but not limited to, th*e location of any sewer stub shown. Suc sewer stubs may or may not e.xist and may or may not exist at the location shown. Neither the city of Edmonds nor its empl-o-yee-s o-r officers -sh-a-1-1 be 11a-b-'Fe for the I n on this map(5) nor for information give' ntation provided based any one represe upon said map(s). City of Edmonds Critical Areas Determination Determinati Applicant: Richard Tarbuck on#: � CA-96-22 Project Name: Permit Number: Site Location: 1 19412 - 89th Place W. -A Property Tax Acct #: 51310001 Project Description: Non -Project Specific Determination: Study Required: During review and inspection of the subject site, it was found that the site appears to contain and/or is adjacent to a Steep Slope Hazard Area pursuant to Chapter 20.1513 of the Edmonds Community Development Code (ECDC). To determine if a Steep Slope Hazard Area does exist, a topographic survey prepared by a Licensed Land Surveyor delineating Steep Slope Hazard Areas must be completed. Any slope over 40% with more than 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: For development proposals which will occur within the 50 foot buffer, but no closer than 10 feet from the top or toe of 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 must be completed by a licensed Geotechnical Engineer (as defined in ECDC 20.15B.020.Y) or 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 20.1513, a Reasonable Use Exception and Variance must be obtained pursuant to ECDC 20.15B. 180A and 20.15B.040C. All proposed development of the subject lot must meet the requirements of Chapter 19.05 (Building Permits - Earth Subsidence and Landslide) 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. 2 City of Edmonds Critical Areas Determination Applicant: Richard Tarbuck Determination #: CA-96-226 I Project Name: Underpinning Existing Permit Number: Plan Check 96-244 Foundation Site Location: 19412 - 89th Place W. Property Tax Acct #: 6830 000 004 000 Project Description: Underpin a Portion of the Foundation to Transmit Building Load to Dense Soil 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. The foundation repair work shall be done in accordance with the recommendations of the November 1, 1996 Geotech Report by Geotech Consultants, Inc., including the recommendation to underpin the foundation and not construct a retaining wall, and the November 12, 1996 Structural Calculations and design by Baker Engineers, Inc. 2. The house shall be constructed in compliance with the City of Edmonds approved plans and code requirements. Based on the above findings and conditions, the requirement for a Critical Areas Study associated with this development permit is hereby Waived, as authorized by Chapter 20.15B.040 (A)(2) of the Edmonds Community Development Code. Meg Gruwell '/n,<.f e7�� 11/27/96 Name Signa.66 Date 7 9EET FILE-5 ycl rVL VV C &TCH STREET FILE #J30 TlkCf4CW LWwr-'rH w4bUAL) T^Kkr-04 CovW14-j 4! n r. UW11 L VV Arl- T7k C N C.H --'� r C S.F P I PC "/ CA.P W/ 4*LDW, L&G-5 SYSTEM CROSS-SECTION MIFZArWI -SOO x 0K E:-"UIVE- To ISEI!� LAYED Ic WA,--:)L-rP FO--K ,rv.EW—tA COVER 3/4 WAS 1A ED GPLAVE1 4 owA Fff$kF P 22-0 TRENCH CROSS-SECTION Q,JVC,-Z'A.b 4', QV vz 41-00A x (41k 0 A 0�kkk. in. 1997 ( \'R I / lo,�- 30A Lv: I � Liz .FLO -9 REM STANDARD DRAINAGC PLAN i INFILTRATION SYSTEM PACE i OF 2 for IDES t plan by phone date - OF -SIGN DATA Trench Perc Lr per I mpt rim Trench Number Rate 1000 sq-ft. Area R*q— NOTES I . Call Engineering Division (771-3202) for prebackfill and final Inspection$. 2. Responsibility for operation and maintenance of drainage systems on private property Is the responsibility of the property owner(s). Preventive maintenance consists of preventing I oil and other outerials from entering trench during construction as well as after construction. Catch basins should .be cleaned of floating material and sediment at re ular intervals (at least twice per yearl. p4A 4"== CITY OF EOMONDS "Namft slb ftftft SINS too snob amm owns dp "womb ammma .0,40 amm Savo -tit L ammm O�w ammo "WaWaft on -'v U� ftft� W. woo 04 Fi* *ARM rn .ftft "ft-ft wo Qr *3 30. 0 79-50 04 I Ike MEN. it r. m . klVED 200 411 CA APR 16 1987 EMIT COUKER Wp-QXkt7v"% PPlZlOXJM.ATe srrE -TAlZ15U0< 14, 1 -SeAv I r-- W Pt w M's KI 0 - a 000 F�PtAOkIOSI VJA6". I 10 2-�j �Ir 00 C) SI D E C I TY of EDMONDS Q r For Inspection Call 771-3202 o0i REET FILE Address of Constructi on: / 61' /-( (2 =?? -'(- PL Property Legal Description (Include all easements): 4-f _) Pt I'A Owner and/or Builder: Ge, ir(,""04 SEWER PERMIT PERMIT NO. Contractor & License No: 7- �k Q'�' �c K I Single Family Residence EDMONDS Multi -Family (No. of Units TREATMENT PLANT Commercial (No. of fixture Units Invasion into City Right -of -Way: No y Yes (If Yes, Right -of -Way Construction Permit required. Call One -Call -Center (1-800-424-5555) before any excavation.) Cross other Private Property: No Yes (If Yes, easement required, attach legal description and county easement number.) PLEASE READ THE ITEMS LISTED ON THE BACK 3 I certify that I have read and shall comply J U N '2J 3 1987 Date with the items listed on the back I . RUBLIC WORKS Permit Fee: 4rz,9. �4 Trunk Charge: fc;?,5— I/D Assessment Fee: Issued By: a""34Z bate Issued: 4� -7 Receipt No.: _�A�o Partial Inspection: Comments Date Initial Final Inspection Approved: -7- 7 - F`7 Date Initial Rejected: D a -te _Tn i -ti a I son PERMIT MUST BE POSTED ON JOB SITE Wh.ite Copy - File Green Copy - Inspector Buff Copy - Applicant The City of Edmonds Side Sewer Drawing EASEMENT NO - -------------------------------------------- NEW CONSTRUCTION REPAIRS F� LID NO . .................. ASMT. NO . .................. OWNER .... --------------------------- 40.VIA—c.. CONTRACTOR ---------------------------------------------- ---------------------------- PERMIT NO. ---------------------------------------------- LEGAL DESCRIPTION: LOT NO - ------- 4 ------------------------ BLOCK NO - ------------------------------------ JOB ADDRESS t' — \J'�- — ---------- W- 16. %cl VQ L� :b, ----------- ----------- ..................................................... ---------------------------------------------------------------------------------- 4tt 4,0 I PWW-0001-11/75 11/78) R ck�- -R�� W NAMEOF ADDITION ------------------------------------------------------------- --------------------------------------------------------- E D,10, 0 N D S TREATMENT PLANT -L t, 3�ZL 0 136W 3 3 1 oze- Approved: - .7 '7 ?5ze-�- DATE........ — ----- ? ------------------ By -------------------------------- 4� k. NOTICE: -r-r a n ty ... OT No The information shown on the attached map(s) was compiled for use by the City of Edmonds/ its Empl.oyees and Consultants. Th,..e CitY of 'Edrn.onds does. not. warrant the accuracy of anything set forth on these rnap('�_). Any person or entity -requesting a copy should conduct an -independent inquiry regarding the infcbrm-ation shown or th� -rnap(s)., including, but not limited to, I er stub shown. Suc the lotation of any sew -not exist and may sewer stubs may or may or may not exist at the location shown. Neither the City of Edmonds nor its empto-yee*s o*r office-rs -sh-al-I be lIa-b-l'-e for the information giveh on this map(5), nor for any one representation provided based upon said map(s). 'A USE PERMIT PF'D CITY OF EDMONDS ZONE NUMB IISTA;FT F;u 1; CONSTRUCTION PERMIT APPLICATION JOB '5111111110 ADDRESS lqqlZ - ?q / ffe'�Y NAME (OR NAME OF BUSINESS) THUESEN CUSTOM HOMES INC. LEGAL DESCRIPTION CHECKI a . SUBDIVISIO19 NO. L WDNO�.e LU MAILING ADDRESS 322 MAIN STREET .2 PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. CITY TTELEPHONE NUMBER EDMNDS, WA. 98020 775-1953 EXISTING- Z2 REQUI RED DEDICATION - NAME PROPOSED — CUSTOM DESIGN/PAUL BERCHIA.RD RIGHT OF WAY CONSTRUCTION PERMIT REOUIRED#f'o- STREET USE PERMIT REQUIRED 0 LU Uj z 0 8 ADDRESS F- 5113 — 46TH N.E. SEE ENGINEERING MEMO DATED SEE PIW DEPT. REVIEW CHECK LIST DATED z W CITY 179L—EP—HONE NUMBER SEATTLE, WA. 98105 525-1559 REMARKS, 00'1"�el SO 0E aye NAME THUESEN CUSTOM HONES t //-? �14�z-(liM61wee'lellY6 zhfle;�7�� A?o ADDRESS METER SI E �7 7LDING SUPPLY SIZE 7URE UNITS W 0 322 MAIN STREET Cr z TY Cl MMO NDS, WA. 98020 TELEPHONE NUMBER 775-1953 8 STATE LICENSE NUMBER CITY LICENSE'NUMBER REMARKS THOSCH161QG SIGN AREA ENV. REVIEW ADB NO. ALLOWED PROPOSED COMPLETE EXEMPT —..Laaal-DescriDtion.of-Prooertv.,.includ a.all.aaaarnents SHORELINE# 012 V- W VARIANCE OR CU PLANNING REVIEW BY L-F� DATE, 01 YARD --<R 7 �J-j LOT COVERAGE I z z 710 E A R P PLUMBING LUMBING A8 64,,t SIGN CHECKED B' FENCE x _FT) X TWO swim SPECIAL Iff P OOL 0 OOL REQUIR I j YES IqUMSF-A 2 UNITS NATURE OF WORK TO BE DON CH PLOT PLAN) SlWGLE,FAIAILY RESIDENCE it covers work to be one on Tr-1vateproperty ONLY. This PJW7��iln (curbs, sidewalks, Any construction on the public domc driveways, marquees, etc.) will require separate permission._ Perrnit Application: 180 Days Permit Limit: I Year - Provided Work is Started Within 180 Days - r— iihn of his or her spouse, heirs, assigns and . ---is- A.fanrl and hold I gg/, 1�91* �� Aj, -fb Nov, -L — TARIA ----T—OCCUPAIIGY ;TOR GROUP �70 N 0 0 jJ00, D61 aeza'04M(y - �FEE VALUATION PLAN CHECK FEE 13UILDING PLUMBING MECHANICAL I GRADINGIFILL LOAU -S-0 CATCH DA151m: A115 0 6 rbo (a 1k TJkCr4Cb4 L.WNC.YH WSUAL) > Ir . ...................... ... . ...... 4A L, G. U W C 9V 91- TR Ic N CJ4 -,�Ffkf pirc CAP -rem W/ 4"Low, L&G-'s SYSTEM CROSS-SECTION MIPArl .60ox OK MUIVC TO 61?- LAIYED C Wa'.-�L,*tx) FO--K 'TO.ENCIA COVER 3/4*- 1$V WASIAED C& P-kv a I d 4 oi*.m FURF P V-0 TRENCH CROSS-SECTION 1104 tckU A 0-kkk. IN R F CC . I'VF.0 APR 16 1987 ?EaMIT COUNTER ( 1'8 / IoL�- 31� Lv:- I �1-1: FLO - 9 REM STANDARD DRAINAGC PLAN INFILTRATION SYSTEM PAGE I OF 2 for plan by phone date DESIGN DATA Irench Perc LF per Impem Irench Number Rate IWO sq-ft. Area I 3w- NOTES 1. Call Engineering Division (771-3202) for prebackfill and final Inspection$. 2. Responsibility for operation and maintenance o( drainage systems on private property Is the responsibility of the property owner(s). preventive Maintenance consists of preventing S oil and other materials from entering trench during construction As well a$ after construction. Catch basins should be cleaned of floating material and sediment at re ular Intervals (at least twice per yearl. 0� CITY OF EOMO-NDS dmmm Sam 410maKm so,,. mmum Wo 'wo quo" N%,o ft%% ftaft "w%ft ft%% 1> WANM Wft% 0.0 %Wfta' - %%b WAUUM Mftmft liefte WANN, go— dp woo L ammo am-IMA qs� Fi %some we-^ "now 'o Ct. jo, -k -0 , % i . \ = . - as* 30, 37 7,9. Aso a W Hem rn Him Olt am 000, RF-CEIVED So JKQAX APR 16 1987 PERMIT 6OUNTER WQJQXkt---J APPROX)MATe SITE PL,&V,,j - TAIZ15UC4< 1ZF-SIC>F-We-4—= Dww::3-so.s-7 Lz-r 14-, SZ.&VIMW Ptwms W0. a (A, P-P--P) REVIEW CMXMIST ADDRESS- by:,';�Jinitiall/ciate)- PLANNING �W ENGNM 4� 'TR/SWR FIRE BUILDING,. 11Tf -7 One) z", /M/W'� 1 /S 77TF/T777 /77777/7 7///////// "5" i 7T/7/7T/T7TF/777T IN ///4//�/f ljyvt'tzqyl� IMMMAY, MTURES W/Ut/ A I SLOPF':�' VEHf :AC'CESS,' PLAN� it 4; S-UeYN T= /77T/7T7 77TI volw 17 Ap"� �411:V"A i'ii-4 0 ��IFOF 777777� 77TRI 1111w 8 61��ivicv 77777777777777 11111117777777777 VFRIPICATION t-Orzll 9 DTC'AT-I6NS''!J;"' QUIT, CrATM DF 10 'Alf 77TT7777 "is CONNECTION IF NO!LID# 777777 7TRTff ff 12 7 777 _77-7-7-77777777777777 kil�M6661VISIM REQUIRM RTCHT-OPAWAY CONSTRUCTION PERMTT PH-)D 777TI7 777TIT17 7771 7TIT e"t 14 117TI7 -IT7777TI-7 W)66:1 FUR" PUBLTC� IMPROVE24ENTS .SOILS ITIM'S, & L GROUND,!, 7777TITIT IT17717 7777777� 4' R%FIErn almunj 1STPM! Rk�)UTREWtN-"I! Ok"P� 17 777777777 0 1777TITIT 7 19' djT';FOR'DRTVFWAYMDW�� 77T/77777 0 26' 7777///// '41 i NAME SIMJtEM 2Y T� T/T/7 1771"ff 777 -7 7T77 7, 22 i -17TT17'-IT T1777TI7 T/M/4 Si 11IM 2 T/7//7 7777777777 STING; WAIM'MATN, SIZE 1% /t -24� iml :/�/// 25 MZE 111111.1177T�111-111 jjffl"�jj�j 'k T11111111 W111111 7777TITIT //////'/1 X, wo 27� 110A EMC siz Is 777. ////// TITITT17T ///////// 77- 28' Y IONA' PECTTCN:� -IT17TI777 1'1177T17 29� MI! �'m �LMX�','�REQD' 4'� 1 301 1IT777TI7 3 INE CL?r 32� 33"' 7T7177TIT 777TI777T i'Jl �Y M -4 3 4 CITY OF EDMONDS D/NEW ADDITION RETIREMENT STREET FILE ASSET INFORMATION SHEET ASSET NO. ADDITION TO ASSET NO. DESCRIPTION SERIAL NO. LOCATION DE PURCHASE ORDER NO. *PROJECT NUMBER 16 PURCHASE ORDER DATE PROJECT COMPLETION DATE COST COST B.A. R.S. ACCOUNT NO. ESTIMATED LIFE INITIATED BY DATE APPROVED BY "SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT REQUEST *SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT ACCOUNTING ONLY ef" 'DEPRECIATE MONTHLY DEPRECIATION AMOUNT ANNUAL DEPRECIATION AMOUNT G.L. ENTRY REFERENCE tnp INITIAL DATE ze��, VERIFIED BY PROCESSED BATCH NO.- DEPARTMENT FILE