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17004 17128 TALBOT RD.PDF1111111111111114509 17004 TALBOT RD TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: CRITICAL AREAS: 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),#: GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DA DETERMINATION: ❑ Conditional Waiver 0 Study Required ❑ Waiver LID #: LOT: BLOCK: LATEMP\DSTs\Fonns\Street File Checklist.doc ADDRESS: TAX ACCOUNT/PARCEL NUMBER: 69 y� BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR. CRITICAL AREAS: � �' " —� 7i DETERMINATION: 0 Conditional Waiver ❑ Study Required [Waiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED:—tkl "I LQ 11"-/ PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: 0�3 PERMITS (OTHER): Lam(✓y �J - PLANNING DATA CHECKLIST DATED: WM0 SCALED PLOT PLAN DA' SEWER LID FEE LID SHORT PLAT FILE: _ LOT: BLOCK: �( SIDE SEWER AS BUILT DATED: SIDE SEWER PERMIT(S) #: "_I D OV SOILS REPORT DA' STREET USE / ENCROACHMENT PERMIT FOR: WATER METER TAP CARD DATED: LATEMP\DSTs\Forms\Street File Checklist.doc Y 4 GRADING PLAN S�4-21 68� 1 6"��jj�� o do 5�s' as IMPERVOIUS SURFACE CALCS Existing Buildiiid Roof Outline: 2090 sf. Existing Carport: 632 sf. Existing Driveway: 1728 sf. Existing Deck: 690 sf. Existing Coverage: 5140 sf. Existing Lot Coverage: 28.8% EXISTING STRUCTURE BUILT IN 1961 Proposed Garage: 737 sf. NLW 1A1Pf6R1160 = Q00-41 Proposed Lot Coverage: 30.4% Lot Area: 11550 sf. 130 �`• 9z SS Q (.' vaGw CALCS A = +94.5 ft B = +97.0 ft C = +85.1 ft D = +85.1 ft AVE GRADE = 90.425 ft ACTUAL GRADE = 103.25 ft MAXIMUM GRADE = 115.425 ft Tax Account Parcel #: 270407-001-044-00 Ave Lot Slope: 20.9% � C)B" I145Tku� 5ti-IT 0c1✓ Any request for modification, variance or other administrative deviation (hereinafter "variance") must be specifically called out and identified. Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision of city code or state law does not approve any items not to code specification. =Laboral Permit from Industries OWNER/cONTRACTOR IS RESPONSIBLE FOR EROSION • • AND DAMAGE97 UBd 96 98 WAi£(Lt_ttsE--�o i`C D 441JWf?- Q"Mo 01= "w 6 � too ►oZ.S' tti; �'S-Ya ► W • nt�C. w �p t✓ L.. to cr{- -c v f..o- ��. (-rA L 130 1- 5-x I S-1" 4c--, -ro P or- S--r o v-, GUTTERS/DOWNSPOUTS TO OONNEOT TO EXIST. SYST- Note: max ELE, Existing driveway slope is 18.75% and the surface is asphalt. Driveway is to remain as is for this project with no changes. p v,41/J4A W w4&r M"J44� F/�A? �7MIHCD GdO� %a M-1 dF Ca v&teV E L E U A-,' o �J o t= �-- Li C M) 0Le r E S t- a 3 90.(10 - 301-r0M o F �oor�iv� CI.C�A��or� A- WAT7�, IONS REQ'D. CAI I- A9-771.0220 EXT. 119A `Zoc�c.ERy�R,E�Attut NG w AtL_ NOT -To E?cC-ESO 4` . To %3G LVGaaTE-cl 3� FRowti S�-RU LT v,t2.G Tq 1 �� I�Irau S T MIKES MUST IN PLACE AT TIME OF FOUNDATION INSPECTION APPROVED AS NOTED BY ENGINEERING Date: s"�2�c �2003 11 �--- TU 3� a r,r. urY• o , 29' �ucnEs 3Et.ow �oo`� ►��al�l'RgVED `BY PLANiVING W q-rER tti liNf1tlN . - rffhC*eV9r,- 1S - 6i'fIEdZ. ZONE �a-I�D SETBACKS: FRONT I ' SIDE REAR OTHER. HEIGHT a 5' �2 017Y OF FDM ONDS I R1 JILDING DEPARTMENT f}InT-1Y:_S S �c t A.'PPROVEn DATE: D . PIMP l LOC- . (YT-iC:IA'.1...- -44 '-____ 1 Ito 01 Y u T STREET FILE + aDATE RECEIVED ' - PERMIT EXPIRES CITY OF EDMONDS USE PERMIT ZONE NUMBER rd�� CONSTRUCTION PERMIT APPLICATION JOB / � T' Bu TE/APT# I '% ADDRESS Oo 1 OWNER NAME/NAME OF BUSINESS G PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. LID FEE $ m O MAILING ADDRESS ' \ -,//y�, D "'U o� 45L `, V� PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP /' EXISTING -L PROPOSED 'i DEDICATION FT ed RW PerCP mit R�equuir d Street use Permit Req'd Inspection Required p Sidewalk Required t3 underground Wiring required o CITY ZIP �dREQUIRED rno 9`3uZ�, TELEPHONE WLS--?��-bit V NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YES CI NO CIM , W t: V ADDRESS REMARKS rr OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE z CITY ZIP TELEPHONE orJ ivN F. NAME ICBL /C ' #naw/r ��p C I ENGINEERING REVIEWED BY DATE ADDRESS FIRE REVIEWED BY DATE W O U CITY ZIP TELEPHONE VARIANCE OR CU c......�........ SHORELINE OR ADB# . INSPECTION REO'D ❑YES NO BOND POSTED $ ^---"�"'"" STATE LICENSE NUMBER EXPIRATION DATE CH KED BY SEPA R COMPLETE I EXEMPT EXP SIGN AREA ALLOWED PROPOSED HEIGHT ALLOWED PROPOSED QR / lad , z z g r Q �PROPERTY �ACCOUNT PARCEL NO. tTAX NEW RESIDENTIAL ❑ PLUMBING/MECH COMPLIANCE OR ❑ ADDITION ❑ COMMERCIAL ❑ CHANGE OF USE ❑ REMODEL ❑ MULTIFAMILY ❑ SIGN .r ❑REPAIR GaMNG C S� ' .❑ FENCELi 1 tf9 ( X', Fr) ❑ OTHER DEMOLISH ❑ TANK ❑ r/"T ;'% �( 1 LOT COVERAGE ALLOWED PROPOSED ��! is �'� EQUIRED SETBACKS (�fj� R � 6 St r 1 1 PROPOSED SETBACKS (FT.) EA r ( PA9KING ,�� 'DP V ED I LOT AREA PLA I BY DADA,(TF MARKS O a-3s -f r . G VGROUP GNUMBER m O GAjg:RAGE RETAINING WALL FIRE SPRINKLER CARPORT ❑ ROCKERY ❑ FIRE ALARM (TYPE OF USE, BUSINESS OR �f/ `�+--/7 ' CHECKED BY TYPE WRUCTION OCCUPAN 1 OF STORIES 2 NUMBER OF DWELLING UNITS CRITICAL' AREAS NUMBER SPECIAL INSPECTION REQUIRED YES AREA OCCUPANT LOAD DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION RE('D = 9 m o�, ST 2 GT ,�►E A e� &,91e�i f,6 . �C. ze�yo VALUATION 7 Description FEE Description FEE Plan Check State Surcharge J I1EA SOU CE GLAZING % LOT SLOPE % ,.. —. .......o O Building Permit City Surcharge PLAN CHEOVESTED DATE; =., i Plumbing Mechanical THIS PERMIT -A HORIZES ONLY THE WORK NOT9D. THIS PER rr COVERS WORK TO t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC M DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ET WILL REQUIRE Grading r SEPARATE PERMISSION,-, Engr. Review w PERMIT APPLICATION: 180 DAA I ! n PERMIT UMM 1 YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection SEE BACK OF PINK PERMIT FOR MORE INFORMATION.- -- --- -- 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit r IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF EDMONbS, WASHINGTON, ITS OFFICIALS; EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection Receipt # ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE 9 DEEMED TO MODIFY, WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscape Insp. Total Amt. Due = NOR LIMIT IN ANY WAY THE CITY S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.' Recording Fee Receipt # ES CORRECT; AND THAT I AM THE ACKNOWLEDGE THAT I HAVE OWNER, OR THETHIS ION; THAT THE INFORMATION GIVEN DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- CALL This application is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED Building Official or his/her Deputy: and Fees are paid, and IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO FOR INSPECTION receipt is acknowledged'in space provided. WORKMEN'S MP- NSATION INSURANCE AND RCW 18.27. OFFICIA GNAT DATE G ATUR (OWN R AGENT) DATE SIGNED 1425) /110.3 4 771 -0220-RELEASED, BY &TENTON EXT 1333, IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL FI • YELLOW - IN PECTOR CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK -OWNER • GOLD -ASSESSOR 04/02 PRESS HARD -YOU ARE MAKING 5 COPIES GREEN -ACCOUNTING CA File No: ON -ol -%`1 e ritical Areas` -Checklist Site Information-(soils/topography%hydrology/vegetation) 1. Site-Address/Location: ?S() to i 2. Property Tax Account Number: _ 2'10'4t) b Lj Lj -• 00 3. Approximate Site Size (acres or square feet): hl SSA 4. Is this site currently developed? X yes; no. If yes; how is site developed? n . `2 5. Describe the general site topography. Check all that 4ply. Flat: less. than 5-feetelevation 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.;than15%.and less than 30% ( a vertical rise of 10-feet over a,, horizontal distance of. p..,to 66-feet). Steep: grades of greater than 30% !pressent on site. (a verticalrise of 10-feet over a horizontal distance�of less! than 33-feet):' Other (please describe): 6. Site contains areas of year=round standing water: Wn Approx. Depth: 7. Site contains areas of seasonal standing water: .1'�s. C). Approx. Depth: What season(s) of the year? 8. Site is in the floodway t3 floodplain of a watercourse. . 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? U C> Flows are seasonal? (Whit time of year? ). 10. Site is primarily: forested ; meadow ;shrubs ; mixed urban landscaped (lawnshrubs etc) 11. Obvious wetland is present on site: L�j a For City StaffJse Only - �2 DETERMINATIOI S _yRFQ WAIVER Reviewed'• � - - - Dai#e• . �2'" 3.- o �- Critical Areas Checklist.doc/3.19.2001 ��/, of ED -4f Cl it4fR6ceiv'ed: ty Development Services Department City Receipt '66 :Critical.,, itM Planning Divisi e Phone: 425.771.0220 Critical,iArpia§Checklist.,,F,4ag.! 445,.00' %9Z Fax: 425.771.0221 M6 "Ma d Dlicaht, , . . Ir' -T V The Critical Areas Checklist -contained *orf ihis- form ii to A property owner, or- his/her authorized representative, 'T i,%I! �, f" be filled out by any person -A,-- l5e�.eldpment',, fi I ii 'checklist;*6 prepan 9 4._muA,- ill 9i and "dite -it' and sfibrriit it Permit Application for the City of Edmonds- prior to-.tke, City. The City, -will review, the: -ch ecklist; make a his/her submittal of the application to the City. , precursory, site visit"and make a determination of the The purpose of the Checklist is to enable City staff to "Aili9dquent,steps necessaryt6'coniplete'-ai development determine whether any potential Critical - Areas are,. or.. ..,permit application. .4 may be, present on the subject property. The information Please submiVa vicifiity:mapj-lildng with the signed copy needed to complete the Checklist should be easily of this form to assist City staff in. finding and locating . ating the available from observations of the site or data Available at" -'s- ebific' .property .' on this form.. In 1� piece� 6f City Hall (Critical areas inventories, maps, or` soil 'addi on thd'applicaht shall ' include other pertinent surveys). (e.g. map,., .,,Jrkformation. site; plan,,.�.to�o grap4y_ etc.) or studies in conjunction - with thi&C-hecklist 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 prqqpssjng,of the. application agrees 41, . d hold the 'City. of Edmondsharmlessii�m"alny aiid to release, indemnify, defend anall -damage's, includingreasonable attomey'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 s6inft6d are true and correct to the best of my knowledge and that I am authorized to file this appliq*tionbn the.'66half Of the owner as listed belo'*. SIGNATURE OF APPLIcANT/AGENT_ Y, DATE Property Owner's Authorization \,J By my signature, I certify that i have authorized the above'Applican . VAgent to applyforthe 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 posting attendant to this application. SIGNATURE OF OWNER DATE 77 PLEASE PRINT CLEARLY Owner/Applicant: ApplicanfRe6resentaitive: Name Name Street Address. Yro iu 0!� City State S zip Telephone: 4 ("ijc) Email address (optional): Street -Address -City State zip Telephone: Email Address (optional): Critical Areas Checklist.doc/3.19.2001 PLANNING DATA NAME: .., e_A„�� DATE::�'-f/2L1,/0-5 SITE ADDRESS: I -T C')C9 U Tn. ( I PLAN CHK#: z.:_—� PROJECT DESCRIPTION: /4.3,�I ,'-i-, c- r. v REDUCED SITE PLAN PROVIDED?: e / No) 0-c C?-Ck j,. +o MAP PAGE: CORNER LOT.' Yes / No FLAG LOT: YesNoc)" ZONING: i=5- ► CRITICAL AREAS DETERMINATION #:C,6-; OI—tyg ❑ Studv Reauired: Waiver ❑ Conditional Waiver SEPA DETERMINATION: ❑ Fee ❑ Checklist ❑ APO list w/ notarized form ❑ (Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger) Exempt 4�..-. c....G , Z) SETBACKS: :2.3s`��Cv Required Setbacks'-t// -r'a,� ►-� R"•W �� 1= Street: 1 I ' t � 14Mh ide: CDIRV Actual Setbacks: c �^^ t + • ► Street: 1-t ► Left Side: i3Zi Right Side: Q Rear: Street map checked for additional setback required? / No / DNA) ❑ oaf , DETACHED STRUCTURES: rU ❑ ROCKERIES: ❑ FENCES/TRELLISES: ❑ BAY WINDOWS / PROJECTING MODULATION: ❑ STAIRS / DECKS: PARKING: Required:. Actual �� BUILDING HEIGHT: Datum Point: atum Elevati n: Maximum Allowed: LA Actual Height ►ilk, a A.D.U. CREATED N / Yes) SUBDIVISION: LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED: Yes / No)— t\lo 7=c�rr wow � OTHER: Plan Review By: GTAe- �►-t�?�>=�-L.�. Wilco. u� 1t� ut) NewBPPlanningDataForm.DOC G E O T E C H 13256 Northeast Street, Suite 16 Bellevue,, Washington 98005 CONSULTANTS, INC. (425) 747-5618 FAX (425) 747-8561 April 25, 2003 JN 03175 John Emerson 17004 Talbot Road Edmonds, Washington 98026 Subject: Geotechnical Engineering Reconnaissance APR 1 a 2003 Proposed Garage Addition to the Emerson Residence PERMIT cou 17004 Talbot Road LAYER Edmonds, Washington Dear Mr. Emerson: On March 21, 2003, the undersigned Principal of Geotech Consultants, Inc. met with you at your residential property in Edmonds. The purpose of this visit was to observe the existing site conditions, and to develop opinions regarding the placement of the garage from a geotechnical engineering standpoint. The recommendations and conclusions presented in this report are professional opinions based on the visual observations made during our site visit and on previous experience with other projects in the vicinity. No deep subsurface explorations were conducted for our work. We understand that you propose to construct a garage in the general area of the existing carport. The garage will also extend up to the eastern side of the residence in the area of the carport. The slab floor of the garage will be at the same level as the pavement floor in the carport. An approximate 5-foot-tall retaining wall will be located on the eastern, upslope side of the proposed garage. SITE CONDITIONS Surface Conditions The Emerson residence is located on the western side of Talbot Road (we are assuming for this report that west is on the downslope side of Talbot Road). The residential property is located upslope of the Puget Sound in the Olympic View Drive area of Edmonds. The eastern portion of the property is developed with the residence, an attached carport, and a paved driveway. The carport and main level of the residence are situated approximately 5 to 10 feet below Talbot Road. An up-to-5-foot-tall wall is located on the eastern side of the carport to retain the slope above. It appears that an excavation was made on the eastern side of the carport in order to install the wall. The basement of the residence is about 8 feet below the carport level. Subsurface Conditions Our understanding of the subsurface conditions at the site is based on the observations made in a test hole excavated near the northeastern corner of the carport (proposed garage location) during our recent site visit and on experience gained from other projects in the site vicinity. It appears that the test hole location was in an area where a cut into the hillside was previously made to install the STREET FILE GEOTECH CONSULTANTS, INC. Emerson • • J N 03175 April 25, 2003 Page 2 carport. The soil at the ground level was native medium -dense sand that became dense at a depth of approximately 3 feet. The sand is similar to what we have found for other projects in the vicinity. However, there is usually a loose, surficial layer of sand overlying the medium -dense to dense sand. CONCLUSIONS AND RECOMMENDATIONS Conventional Foundations Based on the observations made during our site visit, it appears that the construction of the garage is very feasible from a geotechnical engineering standpoint. The structure can be supported on a conventional foundation that bears on native medium -dense to dense sand. It appears that this sand is at the ground surface on the eastern side of the carport. However, it will not be found until down to the depth of the basement footing on the eastern side of the existing residence. Therefore, an overexcavation will be needed there, and the footing should be extended down to reach the competent native sand. Continuous and isolated footings should have minimum widths of 12 inches and 16 inches, respectively. The footing subgrades must be cleaned of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. Footings constructed according to the above recommendations may be designed for an allowable soil bearing pressure of 2,000 pounds per square foot (psf). A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post -construction settlement of footings founded on competent native soil will be about one-half inch. Foundation and Retaining Walls Foundation and retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for the eastern wall of the garage: Active Earth Pressure ` 45 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.50 Soil Unit Weight 125 pcf Where: (i) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. ' For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. GEOTECH CONSULTANTS, INC. Emerson • April 25, 2003 • JN 03175 Page 3 The values given above are to be used to design permanent foundation and retaining walls only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. Excavations and Slopes Excavation slopes should never destabilize existing upslope structures or exceed the limits specified in local, state, and national government safety regulations. Based upon Washington Administrative Code (WAC) 296, Part N, the soil type. at the subject site would be classified as Type B. Therefore, slopes cannot be excavated at an inclination steeper than 1:1 (Horizontal: Vertical). All permanent cuts into native soil should be inclined no steeper than 2:1 (H:V). Water should not be allowed to flow uncontrolled over the top of any slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the surficial layer of soil. Drainage Considerations We recommend the use of footing drains at the base of all footings and backfilled, earth -retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non -woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, the perforated pipe invert should be at least as low as the bottom of the footing, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to the house should be sloped at least 2 percent away from the building, except where the area is paved. Water from roof, storm water, and foundation drains should not be discharged onto slopes; it should be tightlined to a suitable outfall located away from slopes. LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our site visit. If the subsurface conditions encountered during construction are significantly different from those anticipated, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. GEOTECH CONSULTANTS, INC. Emerson • April 25, 2003 is JN 03175 Page 4 This report has been prepared for the exclusive use of John Emerson and his representatives for specific application to this project and site. Our recommendations and conclusions are based -on the site materials observed and on previous experience with sites that have similar observed conditions. The conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the limited scope of our services. No warranty is expressed or implied. We trust that this report meets your immediate needs for the proposed development. Please contact us if we can be of further service. DRW: esm Respectfully submitted, GEOTECH CONSULTANTS, INC.. ` VM "-�M D. Robert Ward, P.E. Principal GEOTECH CONSULTANTS, INC. OEOTECH CONSULTANTS, INC. John Emerson 17004 Talbot Road Edmonds, Washington 98026 Subject: Geotechnical Engineering Reconnaissance Proposed Garage Addition to the Emerson Residence 17004 Talbot Road Edmonds, Washington Dear Mr. Emerson: 13256 Northeast 20th Street, Suite 16 Bellevue, Washington 98005 (425) 747-5618 FAX (425) 747-8561 April 25, 2003 JN 03175 APR 2 5 2003 On March 21, 2003, the undersigned Principal of Geotech Consultants, Inc. met with, you at your residential property in Edmonds. - The purpose of this visit was to observe the existing site conditions, and to develop opinions regarding the placement of the garage from a geotechnical engineering standpoint. The recommendations and conclusions presented in this report are professional opinions based on the visual observations made during our site visit and on previous experience with other projects in the vicinity. No deep subsurface explorations were conducted for our work. We understand that you propose to construct a garage in the general area of the existing carport. The garage will also extend up to the eastern side of the residence in the area of the carport. The slab floor of the garage will be at the same level as the pavement floor in the carport. An approximate 5-foot-tall retaining wall will be located on the eastern, upslope side of the proposed garage. SITE CONDITIONS Surface Conditions The Emerson residence is located on the western side of Talbot Road (we are assuming for this report that west is on the downslope side of Talbot Road). The residential property is located upslope of the Puget Sound in the Olympic View Drive area of Edmonds. The eastern portion of the property is developed with the residence, an attached carport, and a paved driveway. The carport and main level of the residence are situated approximately 5 to 10 feet below Talbot Road. An up-to-5-foot-tall wall is located on the eastern side of the carport to retain the slope above. It appears that an excavation was made on the eastern side of the carport in order to install the wall. The basement of the residence is about 8 feet below the carport level. Subsurface Conditions Our understanding of the subsurface conditions at the site is based on the observations made in a test hole excavated near the northeastern corner of the carport (proposed garage location) during our recent site visit and on experience gained from other projects in the site vicinity. It appears that the test hole location was in an area where a cut into the hillside was previously made to install the GEOTECH CONSULTANTS, INC. (NI I TY r C-4,0Y Emerson • J N 03175 April 25, 2003 Page 2 carport. The soil at the ground level was native medium -dense sand that became dense at a depth of approximately 3 feet. The sand is similar to what we have found for other projects in the vicinity. However, there is usually a loose, surficial layer of sand overlying the medium -dense to dense sand. CONCLUSIONS AND RECOMMENDATIONS Conventional Foundations Based on the observations made during our site visit, it appears that the construction of the garage is very feasible from a geotechnical engineering standpoint. The structure can be supported on a conventional foundation that bears on native medium -dense to dense sand. It appears that this sand is at the ground surface on the eastern side of the carport. However, it will not be found until down to the depth of the basement footing on the eastern side of the existing residence. Therefore, an overexcavation will be needed there, and the footing should be extended down to reach the competent native sand. Continuous and isolated footings should have minimum widths of 12 inches and 16 inches, respectively. The footing subgrades must be cleaned- of loose or disturbed soil prior to pouring concrete. Depending upon site and equipment constraints, this may require removing the disturbed soil by hand. Footings constructed according to the above recommendations may be designed for an allowable soil bearing pressure of 2,000 pounds per square foot (psf . A one-third increase in this design bearing pressure may be used when considering short-term wind or seismic loads. For the above design criteria, it is anticipated that the total post -construction settlement of footings founded on competent native soil will be about one-half inch. Foundation and Retainincil Walls Foundation and retaining walls backfilled on only one side should be designed to resist the lateral earth pressures imposed by the soil they retain. The following recommended parameters are for the eastern wall of the garage: Active Earth Pressure * 45 pcf Passive Earth Pressure 300 pcf Coefficient of Friction 0.50 Soil Unit Weight 125 pcf Where: (i) pcf is pounds per cubic foot, and (ii) active and passive earth pressures are computed using the equivalent fluid pressures. For a restrained wall that cannot deflect at least 0.002 times its height, a uniform lateral pressure equal to 10 psf times the height of the wall should be added to the above active equivalent fluid pressure. GEOTECH CONSULTANTS, INC. Emerson • April 25, 2003 • J N 03175 Page 3 The values given above are to be used to design permanent foundation and retaining walls only. The values for friction and passive resistance are ultimate values and do not include a safety factor. We recommend a safety factor of at least 1.5 for overturning and sliding, when using the above values to design the walls. Restrained wall soil parameters should be utilized for a distance of 1.5 times the wall height from corners or bends in the walls. This is intended to reduce the amount of cracking that can occur where a wall is restrained by a corner. Excavations and Slopes Excavation slopes should never destabilize existing upslope structures or exceed the limits specified in local, state, and national government safety regulations. Based upon Washington Administrative Code (WAC) 296, Part N, the soil type. at the subject site would be classified as Type B. Therefore, slopes cannot be excavated at an inclination steeper than 1:1 (Horizontal:Vertical). All permanent cuts into native soil should be inclined no steeper than 2:1 (H:V). Water should not be allowed to flow uncontrolled over the top of any slope. Also, all permanently exposed slopes should be seeded with an appropriate species of vegetation to reduce erosion and improve the stability of the sunccial layer of soil. Drainage Considerations We recommend the use of footing drains at the base of all footings and backfilled, earth -retaining walls. These drains should be surrounded by at least 6 inches of 1-inch-minus, washed rock and then wrapped in non -woven, geotextile filter fabric (Mirafi 140N, Supac 4NP, or similar material). At its highest point, the perforated pipe invert should be at least as low as the bottom of the footing, and it should be sloped for drainage. All roof and surface water drains must be kept separate from the foundation drain system. The excavation and site should be graded so that surface water is directed off the site and away from the tops of slopes. Water should not be allowed to stand in any area where foundations, slabs, or pavements are to be constructed. Final site grading in areas adjacent to the house should be sloped at least 2 percent away from the building, except where the area is paved. Water from roof, storm water, and foundation drains should not be discharged onto slopes; it should be tightlined to a suitable outfall located away from slopes. LIMITATIONS The analyses, conclusions, and recommendations contained in this report are based on site conditions as they existed at the time of our site visit. If the subsurface conditions encountered during construction are significantly different from those anticipated, we should be advised at once so that we can review these conditions and reconsider our recommendations where necessary. Unanticipated soil conditions are commonly encountered on construction sites. Such unexpected conditions frequently require making additional expenditures to attain a properly constructed project. GEOTECH CONSULTANTS, INC. Emerson • April 25, 2003 • JN 03175 Page 4 This report has been prepared for the exclusive use of John Emerson and his representatives for specific application -to this project and site. Our recommendations and conclusions are based -on the site materials observed and on previous experience with sites that have similar observed conditions. The conclusions and recommendations are professional opinions derived in accordance with current standards of practice within the limited scope of our services. No warranty is expressed or implied. We trust that this report meets your immediate needs for the proposed development. Please contact us if we can be of further service. DRW: esm Respectfully submitted, GEOTECH CONSULTANTS, INC. D. Robert Ward, P.E. Principal GEOTECH CONSULTANTS, INC. ti APPLICATION -The City of Edmonds for EASEMENT NO. ....................... -----------_-_- SIDE SEWER PERMIT NEW CONSTRUCTION REPAIRS F-1 LID NO. ASMT.- Nd-I�S:: = _ ------- TE ........................................... KM'T NO. .4 OWNER P. U V-: ...... .................... ............................................. CONTRACTOR..�74t_-A k -------- -:- ............ _-_lPE I ----------------- JOB 'TE�'CHF-4_LOCK NO - ------- ....................... ADDRESS --------------------------- -------------- ---------------- - ---------------- LEGAL DESCRIPTION: LOT NO. .............. : ........ ..................................................... ............................................................................................................ NAME OF ADDITION ------------------------------------------------------------------------------------------------------------------ 0 0 v - vc I DATE .... _Y/ ............ By ... . . ............ S �A APPLICATION Tio City of Edmonds SWE SEE, PEHMT EASEMENT No . .......................................... NEW CONSTRUMOJN ❑ REPAIRS ❑ } , � 1) ) /„ OWNER ... R�..A y )L- .......�'�'K. slfZ.Sg.?�------------------------------- CONTRACTOR .. t.A!�T ..L�. P .Ir,LM_ .!! .5�_... f c.? !�-� ��.�• PERMIT No.. 40..0.-... ADDRESS ... / 7f30 4....../Y!L-F.i7 T..--..._ ®_ :. LEGAL DESCRIPTION: I.oT No . .............................................. BLACK No........... NAMEOF ADDITION............................................................... .........................._..._......................... a DATE• ..............•-•-..._......................... By UGET SOUK EAST MONEY RECEIPT 9D AGRWENT 1 7d71 9 lily t ; ' 7fs' Jrlp^T71 n __--- Seattle March 6 61 Washington............................................................3 9........ Archie W. H. Anderson and Ellen �� RECEIVEDFROM.................................................................................... ........................._............... .... A A .erson.,..his....wif es .................................... ��, T q -x II �± 9 /� (Hereinafter called "purchaser") UncUundred Fifty and n0/10O•«www��wMrwwwwwwwwwwww.rwwww DOLLARS ($..1�ds0'0.-..---•........) gt�........................................................................................................ in the form of check for 15 V.40-- ..._ Cash for $............................. Note for paid or delivered to agent as earnest money in $..................$.t............................... due............ ..................., part payment of the purchase price of the following described real estate in....._....4pphotlaish.........._...............County, Washington ..................... All that port' on of, Covt. Lots 2 & 3, Section 7, Wyp. 27 North Ranr;o 4 east„ tv.: •, dmcribI d_ as follows Sean• at; the east quarter cornea of said section 7 and thence along; the e: st: lyne of said section 7, , north 1 1114511 east 437.35 feet; thence chest 1013.3G feet; thencenorth.44.16'5011 eastlO feet to the alo:,t southerly corner of the tract herein described and the true point of beginning; thence north 45 4311011 west 165 feet; thence north 44 16150" east 70 feet; thence south 45 43110" east 165 feet; thenco south-44 16150" west 70 feet to pointof be- inning,o CommonlyKnown as.---•....................�.......................---......................---............................_................................ ...................... Sixty-two two Hundred Fifty and no 100w Tot c aee p tee is .... ............. �...........:........................... ............ ........... ................... DOLLARS D„_ � + 0�rrwwwu►rr4owWftwwwwwwwwswwwwwrrwwer ($............................. }'able as follow fiance okC cash on closing. 1. Title of seller is to be free of encumbrances, or defects, except: None. Rights reserved in federal patents or state deeds, building or use restrictions general to the district, and building or zoning regulations or provisions shall not be deemed encum- brances or defects. Encumbrances to be discharged by seller may be paid out of purchase money at date of closing. 2. Seller agrees to furnish and deliver to office of closing agent as soon as procurable a standard form purchaser's policy of title insurance or reportpreliminary thereto issued by Puget Sound Title Insurance Company, and seller authorizes agent to apply at once for such title insurance. The title policy to he issued shall contain no exceptions other titan those provided for in said standard form plus encumbrances or defects noted in paragraph 1 above. Delivery of such policy or title report to closing agent named herein shall constitute delivery- to purchaser. If title is not to insurable as above provided and cannot be made so insurable by termination date set forth in Paragraph 8 hereof, earnest money shall be refunded and all rights of purchaser terminated: Provided that purchaser may waive defects and elect to purchase. If title is so insurable and purchaser fails or refuses to complete purchase, the earnest money shall be forfeited as liquidated damages unless seller elects to enforce this agreement. The agent shall not be responsible for delivery of of title. 8. (a) If financing is required purchaser agrees to make immediate application therefor, sign necessary papers, pay required costs, and exert best efforts to procure such financing. (b) A Veteran purchaser agrees to complete the purchase if the sale price is reduced by the seller to conform with the Certificate of Reasonable Value issued by the Veterans' Administration. Seller and agent agree to refund earnest money in event financing contemplated by the Veteran purchaser is not obtained. 4. (a) If this agreement is for conveyance of fee title, title shall be conveyed by Warranty deed free of encumbrances or defects except those noted in Paragraph 1. (b) If this agreement is for sale on real estate contract,seller and purchaser agree to execute a Real Estate Contract for the balance of the purchase price on Real Estate Contract Form No. 109 of Puget Sound Title Insurance Company. The terms of said form are herein incorporated by reference. Said contract shall provide that title he conveyed by Warranty Deed. If said property is subject to an existing contract or mortgage which seller is to continue to pay, seller agrees to pay said contract or mortgage in accordance with its terms, and upon default, purchaser shall have right to make any payments necessary to remove the default, and any payments so made shall be applied to the payments next falling due on the contract between seller and purchaser herein. (c) if this agreement is for sale and transfer of vendee's interest under existing real estate contract, the transfer shall be by proper purchaser's assignment of contract and deed sufficient in form to convey after acquired title. 5. Taxes for the current year, rents, insurance, interest, mortgage reserves, water and other utilities constitutingliens shall be closing • Prorated se of ...... ... ...... ................... Purchaser shall pay for remaining oil m fuel tank, the amount to be determined by the supplier. ' n y .^r C..o t_n".J................................. 0. Purchaser shall be entitled to possession on ....................... _................................................................................................ 7. Purchaser offers to purchase the property in its present condition, on the terms noted. This offer is made subject to approval of the seller by midnight of .................................... In consideration of agent submitting this offer to seller, purchaser agrees with agent not to withdraw this offer during said period, or until earlier rejection thereof by seller. Purchaser agrees that written notice of acceptance given to agent by seller shall be notice to purchaser. If seller does not accept this agreement within the time specified,the agent shall refund the earnest money upon demand Ielvi11n T. S%vanson 10 8. The sale shall be closed in office of agen'Iai.............................................................................................................. within. days after title insurance policy or report preliminary thereto is delivered showing title insurable, as above provided, or after completion of financing, if financing is called for herein, which ever is later, but in any event not later than.............................................................. which shall be the termination date. The purchaser and seller will, on demand. of either, deposit in escrow with Puget Sound Title Insurance Company all instruments and monies necessary to complete the purchase in accordance with this agreement; the cost of escrow shall be paid one half each by seller and purchaser. 9. .Linoleum. _window. acreena._sar—im —t... 1> Inc.189v 10/31/2005 CITY OF EDMONDS . 121 5TH AVENUE NORTH • EDMONDS, WA98020 • (425) 771-0220 • FAX (425) 771-0221 Website: www.ci.edmonds.wa.us DEVELOPMENT SERVICES DEPARTMENT Planning • Building • Engineering John Emerson 17004 Talbot Road Edmonds, WA 98026 MEMO TO: Puget Sound Energy Verizon Northwest `SNOCOM Police and Fire Dispatch SNOPAC Snohomish County E911 U.S. Post Office Snohomish County Assessor's Office Snohomish County Information Services Snohomish County P.U.D. Edmonds Fire Department Edmonds Police Department Edmonds Utility Billing Edmonds Public Works Edmonds Building/Street File Edmonds Address Files Lynnwood Disposal Comcast Cable GARY HAAKENSON MAYOR Map Book Correction. This letter is to inform you of an address correction. Please change the following: From 17004 Talbot Road To 17128 Talbot Road, Edmonds, WA We apologize for the inconvenience this may cause you and greatly appreciate your cooperation. Occupancy: SFR Tax ID Number: 27040700104400 Subdivision: See attached legal description. If you have any questions regarding this letter, please contact me at 425-771-0220 or Harrison@ci.edmonds.wa.us. Please contact me if you wish to be removed from this list. Respectfully, c/VGl �Iison Senior Permit Coordinator Edmonds Building Department Snohomish County, WA Asse-ssor Parcel Data Page I of 2 Sno'hom'IshOnline Government Information & Services County4* Washington R E A L * Property Information County Home Assessor Home Treasurer Home Information on which Department to contact Please view Disclaimer If you have questions, comments or suggestions, please Contact Us. Date/Time:10/31/2005 3:55:00 PM Answers to Frequently Asked Questions about Parcel Data (opens as new window) Return to Property Information Entry page Parcel Number 27040700104400 Prev Parcel Reference 07276410440004 jj View Map of this parcel (opens as new window) Links to property information below . General Information Names & Addresses, Property Legal Description • Treasurer's Tax Information Total Current Year's Taxes and other information • Assessor's Property Values Market Values, Current Use Values (if any) • Assessor's Property Characteristics Tax Code Area, Use Code, Parcel Size • Assessor's Structure(s) Data Data related to the structures on a parcel • Assessor's Property Sales Sales recorded since 7/31/1999 • Assessor's Mapping Information Traditional and Interactive maps, Neighborhood General Information Taxpayer Name 11 Address (contact the Treasurer if you have questions) EMERSON JOHN M 1117004 TALBOT RD - - - EDMONDS, WA 98026 If the above mailing address is incorrect and you want to make a change, see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) EMERSON JOHN M 1117004 TALBOT RD - - - EDMONDS, WA 98026 Street (Situs) Address (contact the Assessor if you have questions) 17004 TALBOT RD - - - EDMONDS, WA 98026 Parcel Legal Description SEC 07 TWP 27 RGE 04 RT-12) BEG E 1 A COR SEC TH ALG E LN SEC NO * i l 45E 437.35FT TH W 1013.86FT TH N44* 16 50E 1 OFT TO MOST SLY COR TR HRIN & TPB TH N45*43 1 OW 165FT TH N 44* 16 50E 70FT TH S45*43 l0E 165FT TH S44* 16 50W 70FT TO TPB SUBJ R/W ESE PUD 1 Go to top of page Treasurer's Tax Information Taxes For answers to questions about Taxes, please contact the Treasurer's office (opens as new window) 2005 Taxes for this parcel $5,855.85 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees. LID charges, if any, are not http : //web 5.co. snohomish.wa.uslpropsyslasr-tr-propinglPrpIngO2-ParcelData. asp?PN=27... 10/31 /2005 .Snohomish County, WA Assessor Parcel Data : Page 2 of 2 • included.) To obtain a duplicate tax statement, either download our Tax Statement Request form or call 425-388-3366 to request it by phone. Go to top of page Assessors Property Data Characteristics and Value Data below are for 2005 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) For questions ONLY about property characteristics or property values (NOT taxes), please contact the Assessor's Office (opens as new window) Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled persons Values exemption. Reductions for exemptions are made on the property tax bill. Tax Year 2005 Market Land $359,300 Market Improvement $177,9001 Market Total $537,200 Tax Year 2006 Market Land $403,000 Market Improvement $185,100 Market Total $588,100 Go to top of page . Property Characteristics Tax Code Area (TCA) 00217 View Taxing Districts for this Parcel (opens as new window) use code 111 Single Family Residence -Detached Size Basis ACRE Size 0.27 (Size may include undivided interest in common tracts and road parcels) Go to.top of page . Property Structures Type Yr.Built Structure Description Dwelling 1961 1 Story w/Basement View Structure Data (opens as new window) Go to top of page Property Sales since 7/31/1999 Explanation of Sales Information (opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. Transfer Receipt Sales Price Excise Deed Grantor (Seller) Grantee (Buyer) Other ce Date Date Number Type Parcels 10/10/2001 10/12/2001 $425,000 267920 W ANDERSON ARCHIE &i ELLEN EMERSON JOHN M No Go to top of page Property Maps Township/Range/Section/Quarter, links to maps Neighborhood 1504000 Explanation of Neighborhood Code (opens as new window) Township 27 Range 04 Section 07 Quarter NE Find parcel maps for this Township/Range/Section View Man of this parcel (opens as new window)II http://web5.co. snohomish.wa.us/propsys/asr-tr-propinq/PrpIngO2-ParcelData. asp?PN=27:.. 10/31/2005 0 C- dl co o--l-c Z$ V A-►. go-T. W\Ck 9 Ya- L L �1ILDI G-DEM Page 1 of 2 SnohomishOnfine Government Information & Services Cdunty40 Washington Structure :Information Close Window General Description Parcel Number 27040700104400 (R01) Structure Class Dwelling Structure Type 1 Story w/Basement Year Built 1961 Exterior Features Foundation Cone or CB Exterior Siding -Lap ROOF Type: Gable Pitch Low Cover Built Up Interior Features Bedrooms 4 Full or 3/4 Baths 3 1/2 Baths 0 Floor Area Heat Forced Hot Air Gas Fireplace Masonry 2s stacked fireplace Floor 1 Base SF 1568 Finished SF 1568 Floor B Base SF 1568 Finished SF 1568 Garage(s) & Carport(s) Attached Garage SF 460 Other Features http://web5.co. snohomi§h.wa.uslpropsys/asr-tr-propinqlPropInfoO5-StructData.asp?parcel... 10/31 /2005 0 Page 2 of 2 Close Window http://web5.co. snohomish.wa.uslpropsys/asr-tr-propinqlPropInfoO5-StructData.asp?parcel... 10/31 /2005 Page 1 of 1 http://gis.co.snohomish.wa.us/maps/property/MapFrame.htm 10/31/2005 ' i�.!'"'�"Ay. ...ti['a-V 45{• .r, 1, `i— ``ir✓ ,h"fz .. �µir.�.•-•-+l+t�' .1 -'� Kati.. -�y- �.+.-, T�,Rt+v ly..-.�-. .al .4,; �'r -�t.�. .�.. � - .- .. , .. -` . d 9 0 19.9- City of Edmond RIGHT—OF—WAY CONSTRUCTION PERMIT permit Number: Issue Date: 3 A. Address or Vicinity of Construction: 170n4 Talbot RA B. Type of Work (be specific): Install New Service C. Contractor: WAQhintonNNAtural GAR Cnmz any Mailing Address: 815 Mprnpr Strppt State License #: Seattle, WA 98111 D. Building Permit # (if applicable): Contact: Frank Swan Phone: 224-2278 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. ❑ Commercial ❑ Subdivision ❑ City Project Ja Utility (PUD, GTE, WNG, CABLE, WATER) ❑ Multi -Family ❑ Single Family ❑ Other INSPECTOR: INSPECTOR: &4 F. Pavement or Concrete Cut : ® Yes ❑No G. Size of Cut: 2 x 4 H.. Charge $ G0M10 APPLICANT TO READ AND_IGN 'Z.. /NDEMNITY: Applicant understands and by his signature to this application, agrees toy hbld,the City of Edmonds harmless fro .injuries, t�aages, or claims of any kind or description whatsoever, foreseen or unforeen, that maybe made agaiits`t the City of Edmonds, or any of its departments or employ- ees, including or 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 WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FOLLOWING THE FINALrINSPEC77ON 'AND ACCEPTANCE OF THE WORK. ES77MA7ED RESTORA77ON FEES WILL BE HELD UN77L THE FINAL S7REET PATCH dCOMPLE7ED BY C17-Y FORCES, AT WHICH 77ME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. Construction drawing of proposed work required with permit application. A 24 hour notice is required for inspection; Please call the Engineering Department- 771-3202. Work is to be inspected during progress and at completion. Restoration is to be in accordance with City Codes. Street shall be kept clean at all times. f } "� Traffic Control and Public Safety shall be in accordance with City regulations as required by the City Engineer. All street cut ditches shall be patched with asphalt or City approved material prior to the end of the working day; NO EXCEPTIONS. 1 have read the above statements and understand the permit requirements and the pink copy of the permit will be available on site at all times for inspection purposes. Signature: (Contractor or Agent) Date: March 20, 1992 CALL DIAL -A -DIG PRIOR TO BEGINNING WORK .. .. R FOR CITY USE ONLY ::APPROVED BY... r W .. RIGHT OF:WAY DEPOSIT ...: fME AUTHORIZED VOID AFTER DAYS:;' DISRUPTION!FEEIFUND 1l l.... PECIAL CONDrrIONS: /� RESTORATION FEE . . ..... .. ....... COMMENTS:..... RECEIPT NO: w DATE: .;:ISSUED NO.WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE �: Engrg. Div. 1991 FIELD INSPECTION NOW (Fuw I I I - Route copy to'Street Dept.).,: Comments: I Diagram: CONTRACTOR CALLED FOR INSPECTION ❑ YES ❑ NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July WasMllgtOrf Natural Gas ffY A VVWVXjtt>n Energy C-TOO ry 1"IoD4 'iawoT e D Water main del unknown 2 11 gas main Addendum to City of Edmonds Right of Way Permit Application Submitted by: Kerry Walsh �( Engineering Aide Washington Natural Gas 622-6767 x2761 Q pager II - p i a l(P16fo WAJI e rCy: -w- water -g- gas -ss- sewer water hydrant 815 Mercer St. (RO. Box 1869), Seattle, WA 98111 (206) 622-6767 REGARDING: 17004 Talbot Road �D-03300 (address) R E C O R D O F C O N T A C T S NAME, PHONE NO., DATE ADDRESS of CALLER COMMENTS 5/1/74 Archie Anderson Certified Letter No. 406187 sent requiring hook-up within 60 days. 5/28/74 United Plumbing came into office and obtained permit #4808. 5/29/74 Connecti n comle ed. ACTION TAKEN Letter received. INITIALS TE TE TE RECEIPT FOR,CERTIfIE® ,MAIL-30 ,( lus tage) 5 30.2-03300 1RK. ��rj'OR.DATV, ..� ANDERSON, ARCHI E n� •`, � 00 17004 TALBOT ROAD v l EDMONDS, WASHINGTON CD 98020 OPTIONAL -SERVICES FOR ADDITIONAL FEES RETURN "-t Shows to whom:and date delivered' 15Q - :'Wrth.denvery to,addressee only 65C " RECEIPT y Shows to whom„date and where'delivered : 350 SERVICES Withd6livery,to addressW nly;:.........-850. m. DELIVER; TO ADDRESSEE ONLY 50C SPECIAL, DELIVERY (extra fee re_quiied)' PS Form 3800 NO :INSURANCE COVERAGE PROVIDED (See; orhor side) ` Apr.1971 ::NOT -FOR INTERNATIONAL 'MAIL oGPO: "io7oo.ab7.aea V date d r awns revisions 5•zo�o3 ��. L 9� o� 6yo L., r GRADING PLAN -] . _iyw �a� � 6g� IMPERVOIUS SURFACE CALCS Existing Buildifiid Roof Outline: 2090 sf. Existing Carport: 632 sf. Existing Driveway: 1728 sf. Existing Deck: 690 sf. Existing Coverage: 5140 sf. Existing Lot Coverage: 28.8% EXISTING STRUCTURE BUILT IN 1961 -7V/ -7t, 20' 4 / OWNER/CY...: IT!.,.';' ; j OR IS RESPONSIBLE �NTROL A. 11)0 9z' SIt,T ir�NCSI f/ v11 94. ATf,'tZt_I.O�ta'Cfc,D LLN �711N1�[D N o 1; 95 NON GfiR Bch 100 WATER � \ r \� ~ n q�� '�� t J�` ;;k r►��; �� 1,.. =j INSPECTIONS REQ'D. �u; 4 CALL 425-771.0220 EXT. 1326 IrJw R LL 41) i v ZONE HEIGHT CALCS A = +94.5 ft B = +97.0 ft C = +85.1 ft D = +85.1 ft AVE GRADE = 90.425 ft ACTUAL GRADE = 103.25 ft MAXIMUM GRADE = 115.425 ft Tax Account Parcel #: 270407-001-044-00 Ave Lot Slope: 20.9% GUTTERS/DOWNSPOUTSTO CONNECT TO EXIST. SYST.ry' LO Ll 5130 yyv�_ OATuM P +10o" Top Or- S•-z'aa-,. - Note: Existing driveway slope is 18.75% and the surface is asphalt. Driveway is to remain as is for this project with no changes. I i �-- 91,(. C-LEUA-1dty o1= S=�►v►��6� 51 �c3 �4---y" C,o1J0ZErE SLA%_ `:)O,G/ - 3v1'rcM 01= Yoor+�vG CLCts�-1S�orV W QTE;21.1Q-E E R, P C- , 0� 1=Vc4 U.IF-� $ � 61WVeCON ICFt L I r- _ wt1iatev v_ Is Ca91�*Te. - Gg �— xGQ-F� p�c�U. oE1 c t� A L SETBACKS: �L_ r r - 9, - �� FRONT t ` c o ��-4 0 SIDE Cn REAR OTHER i ,� ��t-�3ot �� } HEIGHT ��.- - T D,)Vq1 N1A W 1J 'TO E£ O T t_vGATE� 3' FRoYv�. Sz-RU G`i u'R.0 APPROVED BY PLANNING Tt' APPROVED AS NOTED BY ENGINEERING Date: 12ao2 • D.I,L Gos-��e�zT�c+�l �.,.10 �e�z-Tc�zai,o G�-�Ih wl sheet no Nci I a(�/5i l 70D l Gc/fir Rcl 6a ver fie: ��cr�