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704 BELL ST.PDF1111111111 lill 10267 704 BELL ST ZONE SETBACKSO rm no f%T FILE . FRONT SIDE REAR OTHER HEIGHT 777 f MU4 S& WT-. Op P ING LANN, lb 941-cTll A- ATum POINT C-4*r- w-k-, 0-7 S.Kciwr. SAST IZ is qg J Q CITY 0r- EDMONDS BUILDING DEPARTMENT WORK Pot" -r. A. lovLo ADD �S RES folWT RECEIVED OWNER 100�-O 'YA, A r APPROVED DA V',,DR 16 2004 1-, Aq do BLDG. OFFIC 77 M, IT COUNTER '24 -wuwi PER R PLANNING DATA SINGLE FAMILY RESIDENTIAL 11 STREET FILE 11 Name: A0 0 5�A 0� 61 k. V'- 190 9-39 Z4 -100 U a Date: -7,-T H 10 (-�, Site Address: -7 Plan Check #: C- 3' 5- —2- Project Description: /yd(, Reduced Site Plan Provided: (Q/ Map Page: Corner Lot: NO) Flag Lot: (YES Critical Areas Determination#: 1 110 K-Study Required D waiver SEPA Determination: ELExempt El Needed (for over 500 cubic yards of grading) 0 Fee 0 Checklist 0 APO List with notarized form Required Setbacks treet: 19 Side: Actual Setbacks St reet: 'Zo Side: Re r: 7? El Detached structures: Pf-Rockeries: c,Kf �4( El Fences/Trellises: (t V,- S 11 Z y Bay Windows/ Projecting Modulation: PkAD d r- Stairs/<0 r,- nor AU ( 1) ro It' J-f- (M) I t ., i Idyn Height Datum Point:�;57/q_� f.- 0� IU,+ ,r4 __ Datum Elevation: /0 -7 - Maximum Height Allowed: C Actual Height: Z3. I Y. ler Parking Required: Parking Provided: Lot Area: 0,2 Maximum Lot Coverage: 351/10 Proposed: Lot Coverage Calculations: T q0 4 ADU Created: (YES Subdivision: C (J� Legal Nonconforming Land Use Determination Issued: (YES /Q) Comments r-O r 116 -ZO p, f k 0 t I e 0, 16LC, ol\ A�- i A-> Ar L All 6)VCr1(1 ckc Mtc�'A 3) �r 3 6 A01 y- +-0 Vk-X -f d— C"Cl+i0\ 94owi d -_7 - � �-6 (Z�/ r, Plan Review By:. -10C 5OMH PIM=107.95 JE b" PCP (5) 105-15 IE b" PCP (W) 104.25 IE 5" PCP(NE) 105.15 BELLSTREET PATUM fC)[Nl ��_M -HP I_q= 10-7 94-F- FULL OF WATEP 13.0 P 110.00� TOX 114.00 IF 3 rpr(,.�5) ine, 22.50' 110 IE 5" RCP (N) 1065.44 POCKEKY TO 13E PEMOVED ILA 114.CO 5 PPOP05EP MAX 3'POCKEKY 13.0K I1I.00 T.O.P_ 114.00' zo.,F, 711ID"a lic T,o OF'05ED A5PHALT PPIVEWAY _.,�P r 115.0a 15.0.K 114 D9 'IT4 " - " r .Do. d TAF 115.0a rrOrO5E�P PFC EX15TING A5PHALT PPIVEWAY GRAY AFEA TO 5TAY WHITE TOX 117,00' APEA TO E5E REMOVED 13.0*K. IM00' . .. . ................ 7 -ilk A- 2NE) 5TOPY ADPTION 1EX1511NG 5EWEK LIN� 116 1990 ADDITION TOX IT7Da W EXISTING WATER LIN4 ON .3 ocr, 20.0 .4Q FW"EV - — -- — -- — --- —0 V LLJ OE Ew Lo -ED "_ ou 0 Lu 7..ZT1AT'_ WALL 0) 1 1 .. * Z 6, AWTION oz Lij 0 1W.50 0 In zz EX15TIN z EX15TING FENCE A IR PO r X DAP 11W.5a t EX15TING PATIO TO 13E FEMOVEO gX16N 5 --------------- K� IZIDU T.O.K. 12ina r T.13.F. EX15TING POCKEPY 124--- .. ............. N-W.505' "W92-9!r' ALLEY (GKAVEL) F_ CA) LEGAL DESCRIPTION: IMPERVIOUS AREA: U)TS & 2 & THE WFSr 0 OF LOT 3, LESS THE EASTERLY 2', PRE1977 HOUSE W/ EAVES: 1032.75 SQ. Fr. BLOCK87, CITY OF EDMONDS PER PLATS RECORDED IN VOLUME EXISTING DRIVEWAY 04.34 SQ. Fr. 2 OF PIATS AT PAGE 39, RECORDS OF SNOHOMISH COUNIY, WA. TAX ACODUNT NUMBER: W434208700100 1990 EXISnNG HOUSE W/ EAVES: 587-70 SQ- Fr- m P POSED HOUSE W/ EAVES: 677.96 SQ. Fr. ZONING: ZONING: RS-6 8021.00 SQ.Fr PR RPOSED DRIVEWAY: 101.20 SQ. Fr. rn UOT COVERAGE: FOOTPRINT OF EXISTING HOUSE & ADDITION PROPOSED PATIO: 6.21 SQ. Fr. 1940 02 SQ Fr / 8021 SQ Fr (LOT SIZE)m z4% HEIGHT CALCULATIONS: TOTAL. NON-REGULAIED (PRIOR TO �977);1032.75 SQ. Fr EXEMPT REPLACED: EXISnNG DRIVEWAY 414-34 SQ. Fr. -,n A. n6.20' TOTAL NEW IMPERVIOUS: 785W SQ- FT B. iftio' C. , 9*20' PERVIOUS DECK: M4.83 SQ. Fr. D. 117.95 469-45/4 - 117,36 MAX 111' 142-36' LOT SLOPE: 8% N-S ACTUAL HT-. 40-5' rn DATUM POINT SSMH IN INTERSECTION OF M & BEIJ_ KIM - 107-94' N LOCATION: OWNERS: PLOT PLAN 999,16R4, - 2 AO"U'r TIC> -5C- A L6_ 704 5ELL STREET CFAIG & A13DY .0 EDMONDS. WA 98020 ROOSENDAAL 7 ot'S SUB Lb JAN 15 2016 BUILDING DEPARMAENT CITY OF EDMONDS Robert M. Pride, LLC Consulting Engineer November 16, 2015 Mr. Craig Roosendaal 704 Bell Street Edmonds, WA 98020 Re: Geotechnical Recommendations PC 1; Proposed Garage 704 Bell Street Edmonds, Washington Dear Mr. Roosendaal, This report summarizes the results of my site evaluation for the proposed new garage structure to be built on the northeast corner of the existing residence on Bell Street. The property is currently occupied by an existing residence and paved parking area, and is protected with rockery walls around the three sides of the property. The purpose of this report is to provide recommendations for the new foundations that will provide support for the east and south sides of the garage structure. The existing house foundation on the west side of the new garage will be used for support of the roof. Site Conditions This site has a gradual slope from the rear of the property toward Bell Street. Existing slopes created by the original site excavation are supported by low rockery walls that are standing without stability problems. Observations of the existing residence foundations showed no signs of settlement or lateral movement. Subsoils consist of medium dense to dense glacial deposits that are suitable for support of the new garage. Geotechnical Recommendations The native soils will provide excellent support for the proposed garage foundations and concrete floor slab. These bearing soils for the new foundations will be encountered at depths on the order of 1 to 2 feet below existing grades, and a recommended soil bearing value Of 1500 psf may be used for foundation design. Lateral resistance may be provided by a passive earth pressure Of 200 pcf and a sliding friction value Of 0.40. The existing house foundation wall on the west side of the new garage will provide satisfactory vertical support to the roof area. Roof water collected from the roof area may be discharged into the City storm drain system or to the street at the lower north side of this property Summary We recommend that we provide field inspection and consultation services to verify that Robert M. Pride, LLC Page 1 13203 Holmes Point Drive NE Kirkland, WA 98034 subsurface conditions are as expected. Should conditions be revealed during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Respectfully, I Robert M. Pride, PE, GE Principal Geotechnical Engineer dist: (1) Addressee rmp: RoosendaalResi Robert M. Pride, LLC 13203 Holmes Point Drive NE Page 2 Kirkland, WA 98034 Robert M. Pride, LLC Consulting Kagineer December 29, 2015 Mr. Craig Roosendaal 704 Bell Street Edmonds, WA 98020 Re: Geotechnical Recommendations Proposed Garage 704 Bell Street Edmonds, Washington BLD 2015-1352 Dear Mr. Roosendaal, RESUB JAN 15 2016 BUILDING DEPARWENT ciTy OF EDMONDS S 1% canned This report provides supplemental recommendations for the proposed new garage structure to be built on the northeast corner of the existing residence on Bell Street. The property is currently occupied by an existing residence and paved parking area, and is protected with rockery walls around the three sides of the property. The purpose of this report is to provide recommendations for the new foundations that will provide support for the east and south sides of the garage structure. The existing house foundation on the west side of the new garage will be used for support of the roof. Site Conditions This site has a gradual slope from the rear of the property toward Bell Street. Existing slopes created by the original site excavation are supported by low rockery walls that are standing without stability problems. Observations of the existing residence foundations showed no signs of settlement or lateral movement. Subsoils consist of medium dense to dense glacial outwash (Qva) deposits that are suitable for support of the new garage. LiLeu Gbservations of the existing steep slope areas showed no signs of instability or surficial soil movement. This property is underlain by dense glacial deposits that will provide excellent support for the new foundations, and will maintain existing stability of the steep slope areas. Geotechnical Recommendations The native soils will provide excellent support for the proposed garage foundations and concrete floor slab. These bearing soils for the new foundations will be encountered at depths on the order Of 1 to 2 feet below existing grades, and a recommended soil bearing value Of 1500 psf may be used for foundation design. Lateral resistance may be provided by a passive earth pressure Of 200 pcf and a sliding friction value Of 0.40. The existing house foundation wall on the west side of the new garage will provide satisfactory vertical support to the roof area. Robert M. Pride, LLC Page 1 13203 Holmes Point Drive NE Kirkland, WA 98034 Based on my geotechnical evaluation of the subsoil and steep slope conditions on this property, it is recommended that all new foundations remain at least 15 feet away from the top of the slopes. This 15 foot buffer zone will be more than adequate for protection of the existing house and the new foundations for the proposed additions. These recommendations are in accordance with ECDC 23-40 — go in the Edmonds code. It is recommended that all construction equipment be restricted from the 15 foot buffer zone, and that adequate temporary erosion control measures are installed to prevent offsite storm water flow and sediment discharge onto adjacent properties. Sufficient field inspections will be required to confirm subsoil bearing conditions, and to document onsite erosion control during the new construction. Roof water collected from the roof area may be discharged into the City storm drain system or to the street at the lower north side of this property SUMMM We recommend that we provide field inspection and consultation services to verify that subsurface conditions are as expected. Should conditions be revealed during construction that differs from the anticipated subsurface profile, we will evaluate those conditions and provide alternative recommendations where appropriate. Respectfully, Robert M. Pride, PE, GE Principal Geotechnical Engineer dist: (i) Addressee rmp: RoosendaalReS2 Robert M. Pride, LLC Page 2 13203 Holmes Point Drive NE Kirkland, WA 98034 City of Edmonds Critical Area Notice of Decision Applicant: Property Owner: 57�vv'-(— Je 00 5--ot Critical Area File #: e"'N ?_0 0 - Permit Number: I�L� 20 f S- / 3 5- 2- C 0 � Site Location: -?i LO L'( Parcel Number: t) C 9 '5 '-1 2es-7 cio t C" Project Descriptio n: Ada Conditional Waiver. No critical area report is required for the project described above. I . There will be no alteration of a -Critical Area or its required buffer. 2. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or 23.80.040. 3. The proposal is exempt pursuant to ECDC 23.40.230. F-I Erosion Hazard. Pro9ect is within erosion hazard area. Applicant must prepare an erosion and sediment control plan in compliance with ECDC 18.30. J�J-Critical Area Report Required. The proposed project is within a critical area and/or a critical area buffer and a critical area report is required. A critical area report has been submitted and evaluated for compliance with the following criteria pursuant to ECDC 23.40.160: The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120, Mitigation sequencing; 2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare on or off the development proposal site; 3. "" The proposal is consistent with the general purposes of this title and the public interest; 4. Any alterations permitted to the critical area are mitigated in accordance with ECDC 23.40.110, Mitigation requirements. 5. The proposal protects the critical area functions and values consistent with the best available science and results in no net loss of critical functions and values; and 6. /*" The proposal is consistent with other applicable regulations and standards. F-I Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and the provisions of the City of Edmonds critical area regulations. See attached findings of noncompliance. 071 Favorable Critical Area Decision. The proposed project as described above and as shown on the attached site plan meets or is exempt from the criteria iin ECDC 23.40.160, Review Criteria, and complies with the applicable provisions of the City of Edmonds critical area regulations. Any subsequent changes to the proposal shall void this decision pending re -review of the proposal. F� Conditions. Critical Area specific condition(s) have been applied to the permit number referenced above. See referenced permit number for specific condition(s). / pk Reviewer Signature Date Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any, for the permit or approval involved. Revised 12/16/2010 &-N c LLST tv (a7t7' CAJ 4�:)OF-1 VATE f?20p6le� VoYa.WWf [�. 04 96 rT As r7,w M PONT ==am pw=;ap— Lz�l'- Qe���IpTlow* 0- 25 OL-44-S-7 r=,KcwPr- -. SAST lZ crtoo-z to JAI !.04 to RECEIVItD cmt.& a APR 16 2004 i0oLlip A-4 gat PERMIT COUNTER MAX. s6'v Is ZONE SETBACK& FRONT SIDE REAR 151 OTHER HEIGHT CITY COPY =O�VEQ OY PLANNING �,J�TYO�FE�kf(OiNDS� BUILDING DEpARTM NT WORK ADIDRESS- OkAINER APPROVED DATE: ,BLDG. OFFI -7 P M M lr.1wi STREET FILE M V& WA ctq' 4 PZJ4 S%2-r-fr.- 1p Z02 6a Prr. A- lod-o" C-0+4a- A-r, N ?�-cT =2o' LE,6,kL- omscRie-rioiJ *- WTI, 1 0 2 4 W �Z 1-0-r --$ &-.W- - S-7 r-IT*f oF. erlAONOS. mxc.r:pr- -. SA.Slr Iz FT. OF 451<SHT LOA, f0lWT F5 4:(q ra A,;nf-4-r C qqL -+ Moii-4-r 0 too!-o' 7ZMA-L 396 V I A,46. 9-t - MAX - Aj�Lowmo 12_SL 4p 124, - ep�l *e3) CITY OF EDMONDS BUILDING DEPARTMENT WORK &W--y 6 - lunmoVl,�pipy n ew ADDRESS 70"'/ /5f L4 sm OWNER &L- AE9— APPROVED DATE: BLDG. OFFICIAL PERMIT NUMBER ZONE SETBACKS: FRONT SIDE REAR /51 OTHER HEIGHT RECiElVEJD APR 2 6 1990 e�ES�g PERMIT COUNTER ICZ4 -#-7y co �i 4v / APPLICATION for The City of Edmonds SIODE SEWER PERMT EASEMENT No . .......................................... NEW CONSTRUCTION 0 REPAIRS 0 114-03300 OWNER........... Mi-Ian-..J ...... Hagen ...................................................... ADDRESS........ 7.p.4 .... Bell .... S. t ............................................................... 0 E Ll CONTRACTOR.................................................................................................. PERMIT No . ............ LEGAL DESCRIPTION: LOT No . .............................................. BLOCK No . ............................................ NAMEOF ADDITION .............................................................................................. Dye Tested On Sewer 1972 Approved: DATE................................................ By ....................... ..................... CIT Y.OF EDMONDS �,JCOM , MUNITY SERVICES DEPARTMENT RIGHT-OF-WAY CONSTRUCTION PERMIT Z U A. * owner: Washington Natural Gas Comp ny lygellercer Street Mailing.Address Seattle WA 98111 City, State Zip RECEIVEDqWermit No. ILd 71 AUG 2 5 1991 Issue Date 3 B. 0 Contractor: Name ailing Adaress I r- STREET FILE State Zip State License Number Telephone. Number C. o Address or Vicinity. of Construction: .704 Bell Street ,.Install New Service Type of Work to be Done. D. a Work in Connection With: El Sub or Plat El Single Family El City Projects 0 Commercial EJ Multifamily (K utility E. 0 Pavement Cut: El Y/K] N F. 0 Size of Cut: X No Cuts APPLICANT TO READ AND SIGN INDEMNITY: Applicant understaAs and by his signature to this application', agrees.to holt the City of Edmonds harmless from any injuries, damages, or claims of any kind -or description whatpever, forseen or uriforseen, that may be made against the C ity of Edmonds, or any of its departments or employees, including or �not limited.to the defense f ", of any legal proceedings including defense costs, court cokt§, and%ttoreq& Tes by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR. FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. Estimated restoration fees will be held until the firial street patch. is completed by City forces, at which time a debit or credit will be processed for issuance to the applicant. A 24 hour notice is required for inspection; Please call. Engide.ering: 771-3202 9'Work is to be inspected during progress and at c'ompletion. • Restoration to be in accordance with City Code. • Street to be kept clean at all times. • Traffic Control to be in accordance with City regulations. • All street -cut 0 itches must be patched with asphalt or City approved material prior to end of working day; NO EXCEPTIONS. I understand the above and that this permit must.be available at the job site for inspection purposes at all times*. Signature: A—'d 4 04 04 Date: August 7, 1591 IV# VZnefr�®ro Kacior This Permit Must be Posted at the Job Site For Inspection Purposes Call DIAL -A -DIG Prior to Beginning.Work APPROVED BY: Time Authorized: Void after ZP� B!!!� days. Special Conditions: NO LTT RELEASE ' 'BY:5 7 Date ?, Z:2 3 PERMIT FEE:,00,yo — & /J , - //6n e Restoration Fee: Receipt No.: — Fund I I I Fee: Street Cut Dimensions INSPECTED BY x - = $ Date NO WORK TO BEGIN PRIOR TOYERMIT ISSUANCE Eng. Div. March 1989 FIELD INSPECTION Comments: Diagram: I I - Route copy to Street Dept.) CONTRACTOR CALLED FOR INSPECTION El YES 0 NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July 1985 V*'3sh Natu�ral AVVh1w0-5-WGxrpaW C4 Lj- S-T- tl�G to window Addendum to City of Edmonds Right of Way Permit Application Submitted by: Kerry Walsh Engineering Aide Washington Natural Gas 622-6767 x2761 pager 995-6914 Key: qkWater main depth _w- water unknown -g- gas -ss- sewer 2- 11 gas main -e- water hydrant 0 water valve 815 Mercer St. (P.O. Box 1869), Seattle, WA 98111 (206) 622-6767 I 50 5DMH RIM=107.95 IE 8" RCP (5) 105.15 IE b" KCF (W) 104.25 IE 8" KCF(NE) 105.15 4--- DATUM POINT 55MH PIM=107._QA FULL OF WATER I 13.0.R. 110'.00 TOK 114.00" ".0 u 1,0 P 115'00'- T.O.k.'117.60. 13.0.P. 1161.00, T.O.P. 117.09 - - -- - -- - -- 13.0 R. 118'.50' 5.0.P. 1151.001 TOK 121.00, 13.0.R. 116'.00' T.O.P. 121.DLT' 55 PROP05ED V�CK_- 2� EX15TING 5EWEP EX15TINGWATEF 20.00' CN PKOPO5ED - PATIO PRO PPOP05ED NEW P 0 FOUNDATION WALL FO U N L 2NI T ION' 2ND 5TOPY ADDTION:: Ilk 1 r 12L.. L.. LU u Z t": LU LIS cl� t' (S) LU z 0) X LLI LEGAL DESCRIPTION: LOTS 1 & 2 & THE WEST 1/2 OF LOT 3, LESS THE EASTERLY 2', BLOCK87, CITY OF EDMONDS PER PLATS RECORDED IN VOLUME 2 OF PLATS AT PAGE 39, RECORDS OF SNOHOMISH COUNTY, WA. TAX ACCOUNT NUMBER: 00434208700100 BELL STREET ZONING: ZONING: RS-6 8021.00SQ.FT. 13.0.R. 110'.00' LOT COVERAGE: FOOTPRINT OF EXISTING HOUSE & ADDITION T.O.R. 114.00, VfZlVF_W4y "pgCA<44 SppktL tae A 1940.02 SQ. Fr. / 8021 SQ.FT. (LOT SIZE)= 24% MIMIMIA" OF s' r"m -rim wrluTY 22.00' ROCKERY TO 13E REMOVED HEIGHT CALCULATIONS: FROFO5EI) MAX 3'ROCKERY A. 116.20' D.O.R. 111.00'T.O.R. 114.00' B. 116.1o' FROP05EO A5PHALT DRIVEWAY C. 119.20' 114�.00' TO.P. 115.00, nm Puvewfty AVAWW-14 D. 117-95 EX15TING A5PHALT DRIVEWAY musr We- C0NXXJM7E 469-45/4 = 117-36' GRAY AREA TO 5TAY WHITE MAX HT: 142-36' AREA TO 13E REMOVED ACTUAL HT: 140.5' -ilk......................... --- ----------- N. pittom -ro vcno-r-op-wAV va .111, ------ 2ND 5TORY ADDTION 1990 ADDITION womt" IMPERVIOUSAREA: PRE 1977 HOUSE W/ EAVES: 1032 .75 SQ. FF. � J) 7 EXISTING DRIVEWAY: 414-34 SQ. Fr. 6LOfe' Norr Th exce" 1990 EXISTING HOUSE W/ EAVES: 587-70 SQ. Fr. PRPOSED HOUSE W/ EAVES: 677-96 SQ. Fr. 18, 0( "'A 0. PRPOSED DRIVEWAY: 101.20 SQ. Fr. 0 PROPOSED PATIO->.-ZSQ. FT. I EXI 11 1I. __- �' /-- EX15TING FENCE A 1 1. L'- -1 1 154XICpTING rAr;"Mr T.D.R. ------------- -------------------------------------- T' 216' _";9,15 2.9!!V'- ALLEY (GRAVEL) EX15TING FATIO TO 13E REMOVED 15.0 ' P. 10.001 T.O.P. 121.00' EX15TING ROCKERY TOTAL NON -REGULATED (PRIOR TO 1977):1032-75 SQ. FF EXEMPT REPLACED: EXISTING DRIVEWAY 414-34 SQ. Fr. TOTAL NEW IMPERVIOUS: SQ. Fr PERVIOUS DECK: 184.83 SQ. FF. LOT SLOPE: 8% N-S 0 DATUM POINT SSMH IN INTERSECTION OF 7TH & BELL. RIM w= 107.9-4-' Applicant shall repair/replace all damage to -uti—lities or'['rorsbge irnprovements in City ght-of-way Par City shf.indards that Is caueved or occur, during the permitted project. OWNER/CONTRAcToR 113RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Proposed north patio/deck, west patio, and eaves meet setback exceptions in ECDC16.20.040 Zone- �5- 6 Comer -'1:fF1ajz_ 5_et_b_ack_s Reqtdred _&W-1 FrontYlw Who 2 0 /zo SidesVc- 7- Rear Other 2-5- �. / q N� 4110411 1 IN IG Scanned . 1. PLOr"' PLA SCALE: 1" = 20'-0" 51)MH P IM=107.95 "IE 5" RCP (5) 105.15 IE 5" RCP (W) 104.25 IE 8" RCP(NE) 105.15 PATUM POINT 55MH RIM=107'9 FULL OF WATER CD RIM = 10&.84 GEE(5) 106.44 IE 5" KCF (N) 106.44 4— 5c, T.O.K. 114.00. O.O.P _111'.00- _-, 11 T.O.P. 115.00, 1 .: i 0 0 - K. lIlv.00l i I_r7; - _ __ TOK 117,00' 13.0 R. 115'.00,— T.O., "'0 , 1""'00, TOK 117.00, ---------- r D.O.P. 1151.00, - TOR 121.00' 55 PPOP05EP D% U-M EX15TING 5EWER EX15TING WATEP 20.00' PKOPO5EP — PATIO PPOP05EP NEW - FOUNDATION WALL BUELL S"ll."mil"!"ET f3.O.R. 110'.00' TOK 114.00' 110 22 50' ROCKERY TO DE REMOVED ................ 20' t2a ALLEY (GRAVEL) PROP05EI) MAX 5 ROCKERY D.O.R. 111.00'T.O.K. 114,00' PROP05EPA5PHALTDRIVEWAY O.P. 115.00 EX15TING A5PHALT DRIVEWAY GRAY AREA TO 5TAY WHITE AREA TO 13E REMOVE[) 2NI) 5TORY ADI)TION 1990 ADDITION PRE 1977 RE510ENCE EX15TING FENCE EX15TING PATIO TO 13E REMOVEP D.O.P. 1181.00, T.O.R. 121.00' EX15TING ROCKERY 414.34 5Q.FT. EX15TI NG PRIVEWAY 101.20 5Q.FT. FROF05EP DRIVEWAY 1032.75 SQ.FT. (FRE 1977) HOU5E W/EAVE5 m567.70 5Q.FT. (1990) EX13TING HOU5E W1 EAVE5 13 677.96 5Q.FT. FROFOSED HOUGE W/EAVE5 LEGAL DESCRIPTION: LOTS 1 & 2 & THE WEST 1/2 OF LOT 3, LESS THE EASTERLY 2', BLOCK87, CITY OF EDMONDS PER PLATS RECORDED IN VOLUME 2 OF PLATS AT PAGE 39, RECORDS OF SNOHOMISH COUNTY, WA. TAX ACCOUNT NUMBER: 00434208700100 ZONING: ZONING: RS-6 8021.00 SQ.FT. LOT COVERAGE: FOOTPRINT OF EXISTING HOUSE & ADDITION 1940.02 SQ. FF. / 8021 SQ.FT. (LOT SIZE)= 24% HEIGHT CALCULATIONS: A. 116.20' B. il6.1o' C. 119.20' D. 117-95 469-45/4 = 117-36' MAX HT: 142-36' ACTUAL HT: 140.5' IMPERVIOUSAREA: PRE 1977 HOUSE W/ EAVES: '032.75 SQ. Fr. EXISTING DRIVEWAY: 414-34 SQ. FF. 1990 EXISTING HOUSE W/ EAVES: 587-70 SQ. Fr. PRPOSED HOUSE W/ EAVES: 677-96 SQ. Fr. PRPOSED DRIVEWAY: 101.20 SQ. FF. PROPOSED PATIO:fiw2-rSQ. Fr. S.T.w TOTAL NON -REGULATED (PRIOR TO 1977):1032-75 SQ. Fr EXEMPT REPLACED: EXISTING DRIVEWAY 414-34 SQ. Fr. TOTAL NEW IMPERVIOUS- 7B5-.37-5Q. FF s(O'l.all PERVIOUS DECK: 184.83 SQ. Fr. LOT SLOPE: 8% N-S 0 DATUM POINT SSMH IN INTERSECTION OF 7TH & BELL. RIM = 107-94 RESUB JAN 15 2016 IWIMIYN.15 DEPANWRINIT CIT IF EOMONDS < < < a �4 Z LLI < oz a ul 1]7 < :5. u c) M 0, ui 9.28.15 REVISIONS: 1.15.16 PRINTED: 5CALE: 1" = 20'-0"