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1160 SEA VISTA PL.PDF11111111111111 13001 1160 SEA VISTA PL �i ADDRESS: TAX ACCOUNT/PARCEL NUMBER: ��/�J Zan BUILDING PERMIT (NEW STRUCTURE):�� COVENANTS (RECORDED) CRITICAL AREAS:. 6 �,� � DETERMINATION: ❑ Conditional Waiver Study Required ❑ Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DA PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS (OTHER)y PLANNING DATA CHECKLIST DATED: SCALED PLOT PLAN DATED: SEWER LID FEE $: LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DATED: L:\TEMP\DSrs\Fonns\Street File Checklist.doc --�..�.. _ _ 1- �-- � �� __ �� .., - - _�-=.-= - ..; - _: - j- �•. �� �{ �# � � ' 7 �� sew r�-'� _ __ �' &5, � � .. y-. �g � � �F , qq 5, 3�... .- - - �- _ - i � \ e —c-'�. a _.�.� .. t. _ _ ��9�f r� � � �� i f. � , - i ��.� --� #P20 Critical Areas Checklist CA File No: Site Information (soils/ topography/ hydrology/vegetation) 1. Site Address/Location 1160 �e� (sisl� %�1nce, 2. Property Tax Account Number: ©©_5& 83 00 0 ©/ v 00. 3. Approximate Site Size (acres or square feet): Z4 46 6 . 4. Is this site currently developed?' yes; no. If yes; how issite developed? t�Ci J7!�/� %�pS�► c e 5. Describe the general site topography. Check all that apply. Flat less than 5-feet elevation change over entire site. Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal distance of 66-feet). Hilly: slopes present on site of more than 15% and less than 30% (a vertical rise of 10-feet over a horizontal distance of 33 to 66-feet). Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal distance of less than 33-feet). Other (please describe): 6. Site contains areas of year-round standing water: /(/d ; Approx. Depth: 7. Site contains areas of seasonal standing water: � ; Approx. Depth: What season(s) of the year? 8. Site is in the floodway floodplain A16 of a watercourse. 9. Site con a creek or an area where water flows across the grounds surface? Flows are year-round? n/ u Flows are seasonal? (What time of year? ). 10. Site is primarily: forested ; meadow ;shrubs ; mixed urban land�ed (lawn, shrubs etc) / 11. Obvious wetland is present on site: Ay For City Staff Use Only �153� 1. Plan Check Number, if applicable? N DYI Pi A I Yew' - 2. Site is Zoned? (-5 — 10 3. SCS mapped soil type(s)? lv: M dR.vwo od U yig ew I,a y i d .nM o 1 e)(, 2 - 16 ! 6l afl�S 4. Critical Areas inventory or C.A. map indicates Critical Area on site? yes - hype, i M ha( Z4Y61 AK-� I5-404- Color on-5i-I, (L-1yFr9- MAp) 5. Site within designated earth subsidence landslide hazard area? M 6 —IOU+- !e2 u i I d % V) U UW(A•a1 -h MAYi -f=iVIGI1 (�iO4.ADQ H kI ,A") DETERMINATION STUDY REQUIRED WAIVER Reviewed bv: _ 114 All10 A /6-74� Date: #P2u `Dc. 1 s9" City of Edmonds Development Services Department Planning Division Phone: 425.771.0220 Fax: 425.771.0221 The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of the application 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). Date Received: & . City Receipt #: � Critical Areas File #: Z0 05— 0 1 3 !o Critical Areas Checklist Fe $135.00 Date Mailed to Applicant: _ -to A property owner, or his/her authorized representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent steps necessary to complete a development permit application. Please submit a vicinity map, along with the signed copy of this form to assist City staff in finding and locating the specific piece of property described on this form. In addition, the applicant. shall include other pertinent information .(e.g. site plan, topography map, etc.) or studies in conjunction with this Checklist to assistant staff in completing their preliminary assessment of the site. The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading, inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my .knowledge and that I am authorized to file s ppl' a ' on the behal wner as listed below. SIGNATURE OF APPLICANT/AGENT DATE �� Z,�) Property Owner's Authorization By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use application, and grant my permission for the public officials and the staff of the City of Edmonds to enter the subject property for the purposes of inspection and posti t this application:��-DATE XSIGNATURE OF OWNER PLEASE PRINT CLEARLY Owner/Applican Na11(a 0, me C Str dress City State Zip Telephone: � 7 7lo W Yy Applicant Representative: Name Street Address City State Zip Telephone: Email address (optional): Email Address (optional): CITY OF EDMONDS CRITICAL AREAS RECONNAISSANCE REPORT Site Location: 1160 Sea Vista Place Tax Acct. Number: 00568300001000 Determination: Study Required Determination #: CA-2005-0136 Applicant: Ron Hammill Owner: Ron Hammill CRITICAL AREAS RECONNAISSANCE REPORT: STUDY REQUIRED (CA-2005-0136) During review and inspection of the subject site, it was found that the site may contain or be adjacent to critical areas, including an Erosion Hazard Area pursuant to Chapter 23.40 of the Edmonds Community Development Code (ECDC). GENERAL CRITICAL AREAS REPORT REQUIREMENTS Critical Areas Reports identify, classify and delineate any areas on or adjacent to the subject property that may qualify as critical areas. They also assess these areas and identify any potential impacts resulting from your specific development proposal. If a specific development proposal results in an alteration to a critical area the critical areas report will also contain a mitigation plan. You have the option of completing the portion of the study that classifies and delineates the critical areas and waiting until you have a specific development proposal to complete the study. You may also choose submit the entire study with your specific development application. • Please review the minimum report requirements for all types of Critical Areas which are listed in ECDC 23.40.090.D. There are additional report requirements for different types of critical areas (see below). • Note that it is important for the report to be prepared by a qualified professional as defined in the ordinance. There are options on how to complete a critical areas study and an approved list of consultants that you may choose from. You may contact the Planning Division for more information. • General Mitigation Requirements for all Critical Areas are discussed in ECDC 23.40.110 through 23.40.140. STUDY REQUIREMENT — EROSION HAZARD AREA It appears that this property contains or is adjacent to an Erosion Hazard Area. • Erosion Hazard areas include Alderwood and Everett series soils on slopes of 15 percent or greater, among others. • Landslide Hazard Areas are further defined in ECDC 23.80.020.A. • In addition to the general requirements for Critical Areas reports referenced above, specific Critical Area report requirements for Erosion Hazard Areas (which are one of the Geologically Hazardous Areas) are provided in ECDC 23.80.050. • Note that Stable Erosion Hazard Areas may have limited report requirements at the director's discretion. At a minimum an erosion and sediment control plan prepared in compliance with the requirements in ECDC Chapter 18.30 shall be required. • • DEVELOPMENT PROPOSALS ASSOCIATED WITH EROSION HAZARD AREAS Development is restricted within an Erosion Hazard Area. • Projects that will intrude into these areas will require a report by a licensed Geotechnical Engineer or other qualified professional. • Development standards are given in ECDC 23.80.060 and 23.80.070. ALLOWED ACTIVITIES Certain activities are allowed in or near critical area buffers as specified in ECDC 23.40.20. If you have any questions about whether your proposed development qualifies as an allowed activity, please contact a Planner for more information. EXEMPT DEVELOPMENT PROPOSALS Certain development proposals may be exempt from Critical Areas Requirements (ECDC 23.40.230). If you think that a specific development proposal may be exempt, contact a Planner for more information. Gina Coccia Planner September 22 2005 Name, Title Signature Date NOTE: Cited sections of the Edmonds Community Development Code (ECDC) can be found on the City of Edmonds website at www.ci.edmonds.wa.us. 2 -.t-..-•,_-*r-- :r , e *-__ ". _ '- _ _ - T _-..i � ; t-=... .�_� i• 1_ I e en ii _.._-___..�. i C: �' t U � I Y � s,`NUMI'CP L BUILDING �^ (D EE�Pp `>dgy+A6/"eGp�E1tl E,ryP�'y�T A Dli t ea 1 Lines rL r`lUtlrOY YJtl f IS�WKIC�®OY ._..-. JDB 0 A DDR CSS e/a l✓�/'Ci/. NAME IOR NAM[ OF DU SIN ESS) -.� ;ESSOR MAP NO. SUBDIVISION NO. PLAT NAME Lr I1W MAILING 1.10HC55 ' JULt�z �•• 1 ,R, •- - I+ I '-" 2' - PV e'_' RIG'Ir OF WAY PER ORDINANCE NO. U: 7 1978 .�------'-- LEPHONE N:JM BER `��••-- • 01CITY , FxISTING RIG•JT OF WNY J1 S! • - — -�K— I `--�LCIiC Y7GfkS UCe' I PROPOSED RIGHT OF WAY r'•` NAME DEFIC I£NCY OF FIGHT OF W/. N � l�-� Y F, jr" - .� -- DYES Ix m0 t'I V - STREET] U'rt LITY WORK RF.JUIREO C ADDRESS' _ AYE£ J�'O 3 r b _ PERMIT : OR WOF.K IN ?U^1-IC S/W LM V ' TL'L4PFIONE KUr.IDER �JNDE RGROU,40':RING F•EOUIftED A❑(YES rr--tt CONNECTION TO SANITARY SEWER 9n YES LJN7 O v ���- cEPTIG TANK PCrTMiT REOVIRED ❑YES gy NO 6 NAME -I' SE TIC TANK PERMIT NC. �.------- z n ADDRESS SFE MSM7 DATED •//I I••2 UI REMARKS E CITY TELEPHONE NUI.I UCR Z .t • 1: s • i• -- O V -- _ V STATE L.IC ENS£ N''J'VBEK-- CITY LICE NEE NUMBER CH ECKE�Y METER/SI:,%' I DUILJiING SVPPI_V SIZE Lcgol Da»criptio I o! Prope:tY (Show BeloW or Attach Four Copies) w b- - REMAR S I a -- �fL�����n_-�-- PWlaO�- ip SGV iL ` OI :'� _ - �'/ I SIGN ARETNV. R_VIEW ADB NO. i -- ALLAWF_D I PROPOSErJ I CCln l'LETE I EXEMPT C / 41 I D REMARKS J Q li GATE W VARIANCE OR f.V IPLhNt+iVG REVIE\Y dY LOT COG FRONT jig SIDE SCEAR O ti I GHT t�.l 1 {GAS - r'IRE ZONF TYPF. OF COn STRUCTtON CODE H� NEW I R��•DEN TEAL L.1 LINE �"j ^y N 1 +�7� 3A'rnAX ,^'�1 L ! NO N•R ES!OEN TIAL I I SIGN OCCVPANT I 1 ADO IIL__JJJ •yICIAL-SPECICR iARCA OCCUPANCY L-J RETAINrKG �j GROUPLA L.A. DEMOLISH ❑WAIL 11 VEISED r NO ' `�780 '„-'/ E%CAV ATC FENCE LJ ALTER Ot: cILL I I_� x FT) ; p�N CHECK£O eY THIS SITE IS LOCO TAL IN THE CITY L OF EDMON DS. LOCAL SALES TAX ❑ OPR E-rr'VE SWIM SHOULD BE COOED 31-04. SP, L, { REMARKS REPAIR IN NVMBER OF STORIES DWELL F POOL �1 +~�� �G„ �iZQ• I �� ' NGL--T �•� •UNIT'S N.TV RL' of WORK TO BE GONE I• �.���vy\ j�� 1 {...5� L��T��1� ` t'� �� �'r t.. 0I PLAN CHECK FCE �ALU A'TION 4FEE PROPOSED USE -3 Z H PLOT PLAN INDICATE dVl'_DING SETBACKS• DUILOING 1 Z.SS 0. AB VTT!NG STR EFTS] �---- -1y V • PLVMyING I `� --- ©� MECHANICAL---= 5 ` FENCE -� •--L---- SIGN RETA.:NINL tY.'LI_ 'Pyl SWI.•t MtN . Pf+� - --- I• s --_ 'OTAL AMOUNT DU C I he c„y acknouiedce that I have read this application: rna. the in- t "formation Liven is correct: and that I am the ou•^.::, or the duly author- r iLed !gent of the owner. I agree to Carr.. Isith city and sate la• •s :egu- ATTENTION APPLICATION APPROVAL - lasing construction; and :n doing the u'c' ::u:horithezed tale ot- no person ' T1I5 PrRNIT I •Fibs appliea=ion is ❑01 a per, p, v411b eraployLd in violation of the Labor Code of the State of t�'asF.ington AVTF:oRIzES I until signed by the Btdlding o f ictai Or rela;in. to �9o:kmea's Cor,.peasation Insurance. and fee., are paid, and ;+ _ ONLY THE h!!' DCpUty. (VOTE: Permit Limit Ore Year(Except Z LNIOLITIONS'+nd FILL PL•R�11T'S without conditional us- Permit, chic:t shall be cnmaieted to 90 WORK NOTED receipt is ackno.Yiedged in spare pro• vidrd. days; i10�'CD-IN BUILDINGS shall be tomplc red in cis months.) INSPecTION DlRecro H�-e+e r.{ DRE - IGNATUR£ tOWKER OR AG£Nl'I 04T£ SIGNED DEPARTMENT . _ r 1 " •.,' +' CITY OF 1•�� EDMON DS DAT£ Gy 775-2525 �— _ V 'This Parmit cover, work to be done on private property riv ws L— Any construction on the public domain (curbs, sidewalks, driveways, ORIGINAL - Fllu YELLOW - Insostor marquees, •1 te.) will require separ»tn permis:iun. A•-TENTION PINK - Cwner GOLD - Assessor iT I': I,•. •^c '7 IJSF OR OCCUPY A RUILDING OR STRUCTIJRF U APPLICATION The City of Edmonds for EASEMENT NO- .................. ------------------------- SIDE SEWER PERMIT NEW CONSTRUCTION E REPAIRS E] LID NO- ------------------ - ASMT. NO. ------------------ OWNER ... - ------ CONTRACTOR -�F3 ...... NO. i0g, ADDRESS ...... ..... — ------ LEGAL DESCRIPTION: LOT NO. --------- --------------------- BLOCK NO. ------------------------ ........... ------------------------------------------------------------------------------------------------------------------------------------------------------------------ NAME OF ADDITION ----------- .............................. ----------- i Approved: DATE..... By . .......... --1.- --- ----- I . V75 - 7- ly CITY OF EDMONDS - SIDE SEWER FERMI] A'9 V W 0 WATER -SEWER DEPARTMENT t MA COL PERMIT Call -2525 for aide sewer inspections BEFORE, covering any portion of the construction-1 (Inspection5 will be provided within 24 hours after req;iat. No Sat., Sun., or holiday inspections.] ADDRESS LOCATION OF CONMRUCTION ........ - ------- L....... 4� ...... -------- PROPEMY LEGAL DESCRWMON ----------- .......... I-=) ......... . .. ..................................... ......................... .................... . . .......................... ........... ........... . .................................................... ..... ........ OWNER AND/OR BU . .... C(OrgRACTOWS NAME ADDRESS ------------- to the CKY 8001tUrY SiOr .............. n is granted ------- ordinances._40r repair and/or COURBOMOU Of a 81do Sewer Edmonds in aeoordsuee with City of F ATWNTION IS CALLED TO THE FOLLOWING: t sewer it inside property line. A licensed aide Sewer Contractor must be employed to *W a V= No. 1—The owners of the property May obtain a permit to con t has been inspected . side sewer in street area. Do not cover any portion of sewer er before nubt rUM the City Engineer 'a Offim work performed in city right-of-wav requires an Invasion Of Right-of-W&Y Permit obtsi a f 100TE No, 2---Allmon —All Ordinance 11.16.030 and Regulations governing side sewers when You get permit. of'2%. No bands IV 99"s NOTE No. 3--Obtain full information regarding ordin and 12 Inches Inside Property line; minimum grade IgOTE No. 4—TOP of side sewer must have at least 30 inches coverage at Property line due to IUMWOW ahanmr than % will be permitted. settled and surface of street restored to original condition. Contractors shall be responsible for failure Nam No. on in street must be water s, in sewer or its appurtenances except to 0- --Z= which may 5 —Trenches tch develop within one year of completion NOTE No. 6__It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the ma sert the pipe into the wye. wom"M100— .. By ............... Date .......... . .. . .. ................ By ................ DisAprRovzD o Date..._ ----------------------------------- By ---------------- Date---- :--- - - ...--------- �--- --- ------------------------------- ------------------------------- "PROVED .......... . ..... . .. . .. . .............................. . ................... RemarkS: ....... . .. . .. . ................... ...................................................................... . .............. ................................ .. . .. . ................................................... ....... . .................. . .. . . .+ W^r TrignectiOn — ...................... BOTH Permit Copies MUST Be Signed By owner of Firm Performing construcrion irm— v hereby certify that the side sewer installation constructed under this permit rac, n F-i (Owner:' Contracting g z Performing Construction) with all governing ordinances of the City of Edmonds - was installed in accordance --7 -< ........ ------- Dated this.......-.._.. .-.day (d ----------------------- 7 Check BEFORE you dig for: Water 0, Gas 0, Telephone 0, Power 0, Sewer El Other 0 -------------- aTA(I Nov 10 06 12:14p D. Bruce, P.E. 206-546-8442 p.1 Dennis M.- Bruce, P.E. Nov. M.S.C.E., M.B.A. Geotechnical/Civil Engineer C t-c i ` ��iMON Ds _ 11S O — 49, o7ECf�NICd�L (�i JCVtEW EZET. WALL- �, &O SEA llrsT,� �L• (2Et�iP.L�N�E.S � . �/tdtAC9E /IsRlVEW14Y ��o� T ©w E�!�. • STAtULT �Esr�Ns k �e¢Lc.S ��Ed �sSaC. s'-(qs-6(' 6c-o'TeCF! FQ0L Oc r 90, RCOO� �RUCE,� • ef-+rY F. NOTICE AAAY to, a066 EV/lL . toCTt1�� L �c�'$TEeel sl��uS R eb k Assoc- PRoulbF6 1ars -- � fr`'p W IVTEG�(TY GEd �e��rl, ��r� INSPEe-Tfousv� Ur:RI�(ED olJ Go(� 6 DF Rl;T WALLA,. GoNSTRc1CT�b . l �wMY WArLt` �s1G1J S �'oNsrs?'i4u ao�S S�pPoOtr ��owMEeJ1Dk'TfoIUS. THE WALL WAY. �g�oR.T S��ctr�4o�GE S�IG�T RQED FkOM THE e,Alth 7 -r-E �}. P.E. RE T WALL bES16)j C�}t.CS 73Y W"IALL • l NS p CT/ol� RovrA� ��oT�C 601S PrCTIouS As 715" ('c c Y � �. R�e�1lT ri'aNAtTro�S . �S gv`fHoR1�Ea lA1S��C'T/o�J �&EEI•.tE�u'� �owuS ? V wrA P� M I L L f �o�- � t l �o o s..�-e• • ��E µ �� v (�EAk E o� aE oTECN�(e*L M. 8+P 14 As So u11J _ ti*�bo' •.ewe G tS.TRESS Tod (S _S 0 �-�cE e�TY E. TkE�S �tJGI!_ Wtt,t_ CorkLt7T C9�iG r�C� • f. 01t�OS 4+ rasp 67(0IJS � is A- r-WhL b�E�o�r 's`�►UtV►LL�G EXPIRES I IWO SOILS FOUNDATIONS • SITE DEVELOPMENT • INSPECTION, • DRAINAGE DESIGN & PERMIT • LEGAL P.O. Box 55502 • Shoreline, WA 98155 • (206) 546-9217 • FAX (2f L54&t.4 VEL) NOV 13 2006 STREET ALE BUILDING DEFT, • PLANNING DATA NAME: �1i11 rIIGiTDfQ �� DATE: SITE ADDRESS: Q) rt� { ,� y1•zi- pQn 6e, PLAN CHK#: 0 PROJECT DESCRIPTION: A6 IY& ,0P /A r/l hl s • REDUCED SITE PLAN PROVIDED?: &YesNo) MAP PAGE: CORNER LOT: es No) FLAG LOT: (Yes No) ZONING: P-5 U CRITICAL AREAS DETERMINATION It: ®_ ,5 "I Study Required: ❑ Waiver ❑ Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 It. of Puget Sound or Lake Ballinger) Q Exempt n® stfc�Irfl� Pn?De.9C,4 SETBACKS: Zk� ® � Required Setba Q j N1 , ���1 }�� 6 0 s fU-� )Street:�� Side: ® Right Side: m ® Ream 1 _5 ��p Actual Setbacks: I z Street: Left Side. R*gHt Side._ / ReaO_ "`iit bd d rv� Street map checked for additional setback required? (Yes I No I NA) gd�1Q DETACHED STRUCTURES- NjIJ(nQ- & IA � � A) � , ^ I ®� r va o ,, y1 It ROCKERIES: NXG'o e,moIfn un �1 P 61n -> 0� o� ` pe oack-- ❑ FENCES/TRELLISES: N� bn,0, �, �ID WVJ ❑ BAY WINDOWS / PROJECTING MODULATION: Q STAIRS I DECKS: M-LC -5 & 6'�, 15itc FIa�1. GLnA4- , oIL PARKING: Required:'P Actual: S- LOT AREA: o0 o. q-3 acre-s por 5r) 0 v - LOT COVERA Calculations: Vll)UhP. a 12t-iQ AarAit, Lt15- � YICW gOIrAIt, lAV)'lex Q.X BUILDING HEIGHT: a r-NA � Datum Point: W Q Datum Elevation: Maximum Allowed: 2 5 , _ 1 �j?i • '�- Actual Height: No Yes A_O-U_ CREATED?: __ �1Q �!,g Q�� ��Q�%�/� + atfQ 51 SUBDIVISION: t-Q? it) 6EA V0 etAto LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: (Yes OTHER:­� Plan Review By:��� NewBPP (anningDataForm_DOC -- a �I671D} •1• c o v-f. a<- cue .k- = 2-0 el new deuL = R 0 I Dennis M. Bruce, P.E. M.S.C.E., M.B.A. October 20, 2005 Geotechnical/Civil Engineer RECE Er) City of Edmonds 121 5ch Ave. N BUILDING DEPT. Edmonds, WA 98020 Subject: Geotechnical and Drainage Evaluation Hammill Carport Addition Project p L �►� C� u' 1160 Sea Vista Pl., Edmonds, Washington This engineering report presents the results of a geotechnical and drainage evaluation of the Hammill property at 1160 Sea Vista PI., Edmonds, Washington. This evaluation was required after City of Edmonds concerns regarding the carport enclosure project (in progress). REFERENCES: • City of Edmonds Correction Notice dated September 26 and 28, 2005 • Project Site Plan • Site photographs by D. Bruce, P.E. BACKGROUND: This engineer understands that Mr. Hammill has improved / enclosed a pre- existing parking area at the west side of the existing garage structure (see Site Plan). The enclosure of the parking area entailed construction of a new foundation footing and stem wall, as indicated on the Plan and photographs. Additionally, a new concrete walkway was placed at the outer (westerly) side of the newly enclosed parking area. It is understood that City of Edmonds has issued a request for plans and permits from Mr. Ron Hammill. EVALUATION: This engineer has performed on -site geotechnical and drainage evaluations regarding the garage and walkway addition performed to date. SOILS • FOUNDATIONS • SITE DEVELOPMENT • INSPECTION • DRAINAGE • DESIGN & PERMIT • LEGAL P.O. Box 55502 • Shoreline, WA 98155 • (206) 546-9217 9 FAX (206) 546-8442 ' Seattle D.P.D. Re: Mr. Ron Hammill October 20, 2005 Page 2 This engineer has evaluated the soil sub -grade below the new reinforced concrete footing and foundation and verified dense, native soils easily providing 2,000 p.s.f. bearing capacity. The new footing and stem wall appear to meet / exceed normal construction practices and are approved as constructed. The northwest corner of the addition project contains an historic rockery. This rockery was evaluated and found to be in good shape: base rocks are sufficiently embedded in dense, native soil. Rock size, linkage and batter comply with normal good practices. A portion (approximately 15 to 18 inches) of the new walking path (concrete) was placed atop the existing rockery. This small portion is currently unsupported (see photographs). This unsupported segment of the concrete walkway is not acceptable. Subsequent discussions with owner (Ron Hammill) and project contractor (Bob Gogert) have indicated agreement with this engineer's recommendations to better support the pavement by means of a new small concrete foundation and stem wall (in accordance with this engineer's recommendations and inspections). All of the work performed to date has not impacted the adjacent westerly slopes. All westerly slopes are stable and reveal no evidence of any geotechnical distress. A new storm water drainage discharge line was observed by this engineer in conjunction with the new carport enclosure (see photographs). This engineer observed that the storm water line terminated approximately 8 feet down -slope from the northwest comer of the garage addition. This discharge point is not acceptable in that storm water could create erosional problems on the slope. Discussions with owner and contractor have indicated intent to comply with this engineer's recommendations for improved storm water discharge. This engineer recommends that the existing storm water line be extended approximately 15 to 20 feet into the stable vegetated slope. A new infiltration / dry well shall be constructed that is approximately 3 feet deep by 3 feet in diameter. This dry well shall be filled with washed rock and allow for infiltration / dispersion of the slight additional impervious runoff from the new garage enclosure. Geotechnical inspections by this engineer are required. Seattle D.P.D. Re: Mr. Ron Hammill October 20, 2005 Page 3 SUMMARY: • Geotechnical and drainage inspections have verified that the new garage enclosure complies with good practices and is approved, subject to the minor additional improvements discussed herein. • Additional geotechnical and drainage inspections by D. Bruce, P.E. are required to verify proper completion of the work. • Owner (Ron Hammill) to follow through with City of Edmonds regarding plan and permit issues. If there are any questions, do not hesitate to call. �'F- Dennis M. Bruce, P.E. Geotechnical / Civil Engineer DMB:abj cc: Mr. Ron Hammill Ah rI • STREW; FILE 0 CITY OF EDMONDS 250 - 5TH AVE. N. • EDMONDS, WA 98020 • (206) 771-3202 COMMUNITY SERVICES: Public Works • Planning • Parks and Recreation • Engineering 89p.194 August 6, 1991 Luther Cronrath 1160 Sea Vista P1. Edmonds, WA 98020 Dear Mr. Cronrath, LARRY S. NAUGHTEN MAYOR PETER E. HAHN DIRECTOR jk-j j--16 6� I have been receiving calls from people indicating that shrubbery at the intersection of 220th St. S.W. and 100th Ave. W. is impairing visibility. I recognize that there are instances where home owners install plantings within the public right-of-way.,..•These plantings sometimes become overgrown and create a sight distance hazard. Before I request City crews trim the public right-of-way, I would like to enlist your cooperation. I will be directing City crews to do the necessary pruning on August 19, 1991. If you desire to have the plants trimmed in a particular manner, please do so prior to that date. Enclosed is a copy of the section of the City Code that pertains to height restrictions at corners. Because of the volume and speeds of the vehicles at this intersection, I would request your cooperation in upgrading the sight lines on your property. I would like to meet you at your convenience to discuss the possibilities. Thank you in advance for your cooperation. Sincerely, GORDON C. HYDE Engineering Coordinator GCH/sdt Enclosure CRONRATH/TXTST530 • Incorporated August 11, 1890 • Sister Cities International — Hekinan, Japan • 0 17.30 CHAPTER 17.30 FENCES AND HEDGES 17.30.000 GENERAL HEIGHT RESTRICTION A. The height of a fence shall not be more than six (6) feet unless a conditional use permit is first obtained. The height of a particular section of fence shall be measured from the lowest finished grade at that section of the fence. When a retaining wall three (3) feet in height or greater is contiguous -to and below a proposed fence, the proposed fence may be constructed for the purposes of safety not greater than four (4) feet above the top of the retaining wall or the finished grade, whichever is less, without the necessity for a conditional use permit. B. The height of a hedge shall not be more than six (6) feet unless a conditional use permit is first obtained. (Ord. 2772 §1, 1990.) 17.30.010 SPECIAL HEIGHT RESTRICTIONS A. Streets and Corners... Height shall normally be limited to three feet within ten feet of any street or access easement, and within 30 feet of any corner as shown in Figure 17-1, unless an exception is approved. B. Exception. If the Building Official finds that 'no hazard to users of the street or to nearby property will be created, he or she may approve a fence or hedge of up to six feet in height. C. Hazard. No fence or hedge may be_constructed or maintained if it creates a hazard to users of the street or to nearby property (See Section 18.85.060). (07/31/90) 122 + t FILE --- — - b;"- (. WASHINGTOrN NATURAL GAS COMPANY 815 Alercer Street (P.O. Box 1869) Seattle, Washington 98111 Telephrme (206) 622.6T6' LIEF LARSON CITY ENGINEER 505 BELL STREET EDMONDS WA. 98020 ATTN: DICK ALLEN Gentlemen: Washington Natural Gas Company hereby applies for permission to: INSTALL NEW SERVICE AT: 1160 Sea—Vista.Place 164-66,004 5/8" P.E. Construction is scheduled to begin January, 1979 and will require approximately 30 days to complete. If this work meets with your approval, please sign and return the original of this form. Application Date January 29, 1979 WASHINGTON NATURAL GAS COMPANY 0CIO V Douglas V. Damm - Operations Supervisor WASHINGTON NATURAL GAS COMPANY is hereby authorized to perform the work listed above in ac- cordance with their franchise and subject to all applicable state, county, and/or municipal ordinances and specifications. iss�G �T�/�9 oval Date STREET FILE* CITY OF EDMONDS PUBLIC WORKS DEPARTMENT, ENGINEERING DIVISION APPLICATIO11 FOR RIGHT-OF-WAY CONSTRUCTION PERMIT THIS PERMIT MUST BE AVAILABLE AT THE JOB SITE FOR INSPECTION PURPOSES Applicant to Complete Parts A and B A, Permit to be issued to: For Work at:(address or vicinity) Type of Work to be done: (attach drawing when applicable) Time Required -- Start: d 30 Finish: 2 , Owner: Name �o 6r- Mailing Address .City State Zip Contractor: d2c" Name % zo Mailing Address City State Zip Telephone Number State License Number Telephone Number NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE ` B, INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is subject to inspection and restoration in accordance with City Code. A 24-hour notice is required for inspection by Engineering. Call 775-2525, ext. 220. I understand that this permit must be available at the job site for inspection purposes at all times. Signature: d"/��u� Date:_�� Owner or Agent C, TO BE COMPLETED BY ISSUING AGENCY: Date Issued: 2-1 78 Permit No.: -79-30- Fee: /�1 '00 Security Bond: 4 . Time Authorized:- S _ d5ktAS01^ „W /7 y A'PROVED nY Da rr. 7 a L i I Y 0� EDN'!ONDS ' .PUA'P� ORKS DEPARTMENT, ENG I N�,� .D I li U p RL f.A N FOR RIGHT-OF-WAY CONSTMION PFRMIT THIS PERMIT.MUST BE AVAILABLE AT THE JOB SITE FOR INSPECTION PURPOSES Applicant to Complete Parts A and B A, Permit to be issued to: r . \A. C_ 1 S XJ fjjl D 1"1\S 1a CD 4,I�,I j•� For Work at :(address or vicinity) k\ �o W 6 -A1;i-3 1) t \ D c (-4:w C a u 7-►z . Type of Work to be done: T-vzC 0 (-).L) (attach drawing when applicable) Time Required -- Start: -OP-1 Finish• PICT711/ u Owner: IP11. 40, ' 1 Sg v CI) t�( 0 C T 41 1 E (C Name >1 Ing �Al , �. Y q Public mrxs uep;. Mailing Address a - City State Zip Telephone Number Contractor: Name State License Number Mailing Address City State Zip Telephone Number B, INDEMNITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the applicant or the City of Edmonds, or any of its departments or employees, including or not limited to the defense of any legal proceedings including defense costs, court costs, and attorney fees by reason of granting this permit. Upon issuance of this permit, the contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the restoration by the Engineering Division. Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at which time a debit or credit will be processed for issuance to the applicant. Work is subject to inspection and restoration in accordance with City Code. A 24-hour notice is required for inspection by Engineering. Call 775-2525, ext. 220. I understand that this permit must be available at the job site for inspection purposes at all times. -"O�- A n A n Signature: / •/ FLIA4y) Owner or Agent Date: %d if - %J/ („ TO BE COMPLETED BY ISSUING AGENCY: Date Issued: o Permit No.: Fee d o_ Security Bond:,/ ond: Time Authorized: d S APPROVED B Date :/6 f 1n-'771.. ��- '-- T FIL © 0 © PACIFIC TESTING LABORATORIES ;ONSULTING ENGINEERS EXECUTIVE OFFICES CONSULTING GEOLOGISTS CE ME SE. EE P.O. BOX C-19125 GEOLOGICAL SURVEYS STRUCTURAL INSTRUMENTATION SOIL TEST BORINGS NOT - ISOTOPE X-RAY ULTRASONIC 3220- 17TH AVENUE WEST SOIL MECHANICS STRENGTH OF MATERIALS LAB SEATTLE, WA.98119 APPLIED EARTH SCIENCES PHONE 1206) 282-0666 August 28, 1978 Certificate No. 7808-402 Mr. Arden Delapp 18321 - 5th N.W. Seattle, WA 98177 Subject: Excavation Inspection Wm. Ray Residence Gentlemen: On the afternoon of 23 August 1978 the completed excavation for the Ray residence was examined. In general the excavation in terms of soil support capability for the residence was found satisfactory for the 2000 i pounds per square foot design loading. It should be noted that the disclosed fill materials were the sandy silty type materials and primarily free of any construction debris. In the development of the residence it is recommended that extreme caution be taken to avoid any concentration of storm runoff towards the west which could cause slope erosion. This would also include insuring that proper uphill footing drains be installed to eliminate the possibility of up -slope infiltration and subsequent erosion beneath the building. Please feel free to contact us for any further assistance we can provide on this project. Prepared by: Dr. George R. Very truly yours, eorge E. Huc ay, P.E. President GEH:jc Knight, Chief Engineer A Washington Corporation furnishing Engineering services by and under the supervision of registered professional engineers. C79 STREET FIL MARKS DEPART= CHE wo ! 7g Date MiUZING PERMIT REvmi l tc,,C) iST.��Oidress Street Right -of -Way Existing REQD Access Easements Existing L REQD -- Utility Easement Existing READ —. Lot per Subdivision --rt15- Plata Assessor Map �e--- Site Plan Checked for Accuracy Underground Wiring Reqd. Check Accuracy of Legal.Description 1 Environmentally Sensitive Area Oo Environmental Checklist Reqd. 00 Flood Hazard Zone 00 Shoreline Management Are Slope, Soil, Vegetation Stream, Greek, Drainage Basin yes Existing Z6ning Per. Code 2 S _ 1 Z Amenities Design Board Approval Reqd. :"f -; ADB # Approval_c Board of Adjustment Approval Reqd. 1T(-) Review By: Date: 1V Existing [-rater '.•ain Size Q"GZ Water Main Reqd. 00 Service Line Reqd. -'%>IL4 H Hydrant Size Existing GOB Hydrant Reqd. Per Fire Code Size Detector Check Meter Reqd. 00 Cross Connection Inspection NV Fire Department C invents . Water Meter'Charge Re Review bv: ---- Date • Septic 'ian, 7ysiguZ approved Late: Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availabili Proj . ' Drawing No. 1 File No. ESP_--1(Q l - .T Side Sewer Availability 1-p �O J�iz-1 A.-„A..J .e' w Sanitary Sewer Connection Fee Reqd. X`:. s �^ ( Review By: Date • _7 Zfk'78 v r -r A&An A&IK —BUJLDING DEPARTMENT Applicant Fill zONE�_��NUM R PERMIT APPLICATION Inside Heavy Lines JOB ADDRESS NAME (OR NNAME OF BUSINESS) WILUWI 4 I ^ SUBDIVISION NO. PLAT NAME "��, As1[//OIL MAP N/OW REV (I tV , M A LING A D DRE3S fimo (SOD f �aZa o1RE/►na45 PUBLIC RIGHT OF WAY PER ORDINANCE NO. JUL .Cy1/'S-0 JU 71978 EXISTING RIGHT OF WAYy9 CITY I r ELEPHONE NUMBER PROPOSED RIGHT OF WAY =-->�blic VMS VOPL NAME z�16VD j- U DEFICIENCY OF RIGHT OF WAY d III f4� STREET/UTILITY WORK REQUIRED OYES it No 0 0 PERMIT FOR WORK IN PUBLIC R/W YES ❑INO CIT TEL P�F10N NU BER C Q UNDERGROUND WIRING REQUIRED ❑YES 41NO U `i .J !�� CONNECTION TO SANITARY SEWER YES NO SEPTIC TANK PERMIT REQUIRED OYES �NO j m 4 NAME I, }y/r/�r � lr SEPTIC TANK PERMIT NO. 0 ADDRESS F U SEE MEMO DATED /] Q OTELEPHONECG�• NUMBER REMARKS "�� UWE— U ST♦1}A'`" LICENSE NUMBER CITY LICENSE NUMBER CHECKED BY Legal Description of Property (Show Below or Attach Four Copies) METER SIZE BUILDING SUPPLY SIZE �v ` W W Z F ; REM R S 0 I�� >.4 SIGN AREA ENV. REVIEW ADB NO. aF _ U ALLOWED PROPOSED COMPLETE EXEMPT In W 0 J REMARKS Q W W J VARIANCE OR CU PLANNING REVIEW BY DATE YARDS LOT COVERAGE FRONT SIDE S'R.AR NEW RESIDENTIAL LINE (�•' El IEV FIRE ZONE TYPE F CONSTRUCTION CODE ❑ NON-RESIDENTIAL SIGN HEIGHT ElADD DEMOLISH RETAINING SPECIAL INSPECTOR AREA OCCUPANCY OCCUPANT WALL ❑ ALTER EXCAVATE Q FENCE �) �OR FILL REQUIRED ❑ YES ❑ NO GROUP LOAD PLAN CHECKED BY THIS SITE IS LOCATED IN THE CITY OF EDMONDS. LOCAL SALES TAX ❑ PRE -MOVE swim REPAIR � INSP, POOL SHOULD BE CODED 31.04. F NUMBER OF STORIES NUMBER OF REMARKS DWELLING Z UNITS W NATURE OF WORK TO BE DONE f F Q �_+''^""� ®`�����`•• Id 0 PLAN CHECK FEE VALUATION FEE • PROPOSED U E Z F O Z d PLOT PLAN INDICATE BUILDING SETBACKS, W f C ABUTTING STREETS) BUILDING In p J W 0 \ PLUMBING W W 0 0 MECHANICAL Q F FENCE SIGN '•Y` • Z w RETAINING WALL 0 U SWIMMING POOL 0 z H x w w z H c� Z w 0.10 IC MARKS DEPAR n TI' CIS KING PERMIT RE'VIE 4 9# 117178 Date t two:�Wdress Street Right -of -Way Existing REQD Access Easements Existing l 300E— . REQD —� Utility Easement Existing yaS REQD -� Lot per Subdivision- s- Plat �,a Assessor Map ® Site Plan Checked for Accuracy F2 Underground Wiring Reqd. Check Accuracy of Legal.Description '?1,7z, -T Environmentally Sensitive Area lib Environmental Checklist Reqd. 00 Flood Hazard Zone Shoreline Management Are Slope, Soil, Vegetation Stream, Creek, Drainage -Basin Existing Zoning Per• Code ' 2 S Amenities Design Board Approval Reqd. _ADB # Approval_ Board of Adjustment Approval Reqd. Review By: _ ", W44 Date: "A Existing Water 11ain Size Q',' G.Z Water Main Reqd. 0 Service Line Reqd. 3 L w Hydrant Size Existing 4G' H Hydrant Reqd. Per Fire Code Size 44 Detector Check Meter Reqd. 00 Cross Connection Inspection NV Fire Department Coarients Water Meter'Char e Reqd. �vsO j Review by: �; Date: 7 /g 7 ,IIy�.► Septic T , -sign Approve ate: Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability Proj Drawing No. File No. E SP_-- I (,j w 4 .� Side Sewer Availability To A­*,v le w Sanitary Sewer Connection Fee Reqd. YES �= Review By : ',S Date: 7 LA��$ 4 Open 'Ditch Existing__.�Reqd. Culvert Reqd. Size Size xe--- x Catch Basin Reqd. /{//S? Indicate on Site Plan --- O Shoulder drainage rnii.ntain collection on swale open runoff H "u-diole rcgd. �� � Indicate on Site Plan Soil Conditions and Ground Water Field Checked Date Street Paving Regd._-& " H Curb and Gutter Reqd. w Sidewalk Reqd. w Curb Cut for Driveway Reqd. P: Right -of -Way Construction Permit Reqd. H Bond Reqd. for Public Imprcvemcnts� Street Name Sign Reqd. Other Sighing Reqd. /YAr A Pre Permit Site Inspection rude on ,-I o BY: SE1:TER w w j4ATER a. ,n STREET Y� H ENGINEEPdNG Special Requirei:;ents listed in memJ to Cortr..uZity Development Department, Building Division BY �UA Date o All items filled in on Building Permit Application BY w� Date a' Drawings Starped and Notations TL--;de a BY Date Approved by Pub 1 is c .'or. ks Depa r then t ku:viNed: I.v 10-1977 . e DATE: 7� MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: tilt 1 I_1,4M _Q _Ax/ After review of,the subject building permit application, we have the following comments: (1) Coordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. 2) The contractor is required to kee the abutting streets clean- ed of dirt and debris caused by the construction. (3) A "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. (4) Driveway slope not to exceed 14%. PW -5/77 Date MEMO TO: Building Division Community Development Department FROM: Engineering Division Public Works Department SUBJECT: //xI ei e4 'i9 Rz- After review of the subject building permit application, we have the following comments: aCoordination of the location of any structure with respect to utilities, streets, property lines and driveway grades is the responsibility of the contractor. J� The contractor is required to keep the abutting streets cleaned 7" of dirt and debris caused by the construction. The "Right -of -Way Construction Permit" is required, from the Engineering Division of Public Works, for any work within the Public Right -of -Way or public easement. Driveway slope not to exceed 14%. It 9 Connection to sanitary sewer required. / jSeptic Tank Permit required, submit design. N 71/ Fire hydrant required, submit design. Site drainage per code # See approved plans Curb /% Sidewalk /_% Paving required. Bond required for public improvements. Submit cost estimate. Underground wiring required. ��G��W►�OJ$� Approved'Engineering Plans required when applicable. - -: ffi�n/ - N, o Fre erzberg, P.E. ity Engineer Department of Public Works Rev. 7/78 S J l I I I Lef A. -ea : /g, & 4P Zone P-5 —l0 f.mer �Flag�` ZAf ( Uer ac : ,-muse, �� o RM lred ctual G Amr- `f Front me 9aeX sides QML....__�D y deck NeW DEIk X00f 7s -ot- Other / Q 7 y Nat ..._..�-- 5 ._ 3• z�e4A4 e4 S A= f/oz A /07 15 B 03 /31. oa (f)" Afv e- > /� z MAk. /3Z• dd �z9 APPROVED DY PLANNING 2.00&®02SDAtf">/ 05/) 57/0:-- Z00 (p- d 37-g leer, w IN -M,agm L/of !c� Sea U/ sfir , /4ccv�.�y L/t/ P49C —/ 2 /�eceallt O T T11. I e:.17 /_( Poh NOM.4411l )16 0 .sea v1?4,g P/a ee- �o�u-r oN� s. lva. 9802D Scrq/e /, 20, S I 38 alq E' ,ye- lap Set Becks War S s .5 s ALL EXPOSED SURFACES TO BE COVERED WITHIN 2 DAYS %� G" e;2 47F/l/I 1 C Al •t I=P7�• 1 . d All y 9' i MAIL i l Wer �X.flsr D �N gaEa De �/Ir L. DEC. K �tyG�y p•L : .� Al 1 2. _ �i 1 — I p t \ L+l i4 L tC /2' Ceulr fewer u!A-rig I A 9)" N LuALx 50t /7` 9 , uP /l a L, J a a -z G�o2w�� v ,) 0 11