The URL can be used to link to this page

20505 86TH PL W.PDFIIIIIIIIIIII 8227 20505 86TH PL W 71t TAX ACCOUNT/PARCEL NUM13ER: BUILDING PERMIT (NEW STRUCTURE): COVENANTS (RECORDED) FOR: 00 / CRITICAL AREAS: DETERMINATION: El Conditional Waiver [] Study Required PW-aiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED PERMITS (OTHER): PLANNING DATA CHECKLIS SCALED PLOT PLAN DATED SEWER LID FEE $: ow-MM-Ppaw W1, w, PER= 1, 011 111. !, M I I MA r j LID #: SHORT PLAT FILE: LOT: BLOCK: SIDE SEWER AS BUILT DA SIDE SEWER PERMIT(S) SOILS REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: WATER METER TAP CARD DA OTHER: LATEMP\DSrs\Fomis\Street File Checklist.doc PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET Name: 6 r Date: L.1 - -7— )1 Site Address: J 9 C) TaxParcel 605—clV�,6o,061goe-) Project Description: Plan Check # LD D&I D'�- 0 L/ 17 f� Reduced Site Plan Provided: (LE% / NO) i, Zoning: Map Page: Corner t: (YES/ I Flag Lot: (YES Critical Areas Determination #! ('&a)-1DdTZ6L1 f 11 Study Required tR'Waiver SEPA Determination: JCR�Exempt El Needed (for over 500 cubic yards of grading) 0 Fee 0 Checklist 0 APO List with notarized form Required 5etbacks Street: S' 1�dy Side: —Rear. Actual Setback5 Street: Side- * t Side: Rear: P El Detached Structures: ,19"Rockeries: fA,,v,5 4—,,N 1� El Fences/Trellises: El Bay Windows/Projecting Modulation: El Stairs/Deck: Heigft Datum Point: Datum Elevation: to b Maximum Height Allowed: Actual Height: Offier Parking Required: 9- Parking Provided: Lot Area: L900 Maximum Lot Coverage: 35% Proposed: Lot Coverage Calculations: CA� 3371 &00 ADU Created: (YES Subdivision: Legal Nonconforming Land Use Determination Issued: (YES Comments Plan Review By:LA.X- Planning Data Form 07-1+09.doc G7 of Edmonds BLD20110204 121 ,. AvENUE NORTH EDMONDS, WA 98020 - (425) 771-0220 FAX(425) 771-0221 Website: -.www.c1.edrnonds.wa.us PUBLIC WORK DEPARTMENT Planning - Building - Engineering Engineering Plan Review Comments Permit Application #: BLD20110204 Date: April 7, 2011 Project Name/Address: Grenlev — 205 05 86h PL W Contact Person/Address, Fax or E-mail: Neil Homer — k.hotner(acomcast.net Reviewer:. —JENNIFER LAMBERT Division: ENGINEERING During review of the subject submittal, it was found that the following information, corrections, or clarifications would need to be addressed. All Handouts referred to in these comments can be accessed at our website: www.ci.edmonds.wa.us under City. Government / Development Services Department Engineering Division then scroll down to Handouts: 1) Please show the impervious surface calculations as shown below: Line Type Area (square Feet) Exempt ('0 0 E3 Exempt Non -Exempt 2. Repl aced 3. Total Replaced +New (Non- 4. Exempt)= oxes IS ft*— REET FILE RESUB APR 2 6 2011 BUILDING DEPARF)MENT crry OF EDMONDS 2) It appears that there is a sport court along the east portion of the property. a. Please show the sport court on the plans. b. Label the year constructed. c. Revise impervious surface calculations accordingly. 3) If there are any additional impervious surface areas not shown on the plans, i.e. walkways, gravel areas, patios, etc. please show on the plans. a. Please show all impervious surfaces on the plans. DATEE-MALLED 4/7/2011 PAGE(l) F�Ze- Vol C 37— -?5;o -Plbe'0 L e 0 T OTIC I 0�4-; i + + —1c HR N TIC j 2- -7 -7 145 2. r6 =I n k- 4- 24 HR. S E R6 l. raLo ai am '--t FOR INSPECTION LJ iN 4 00 -- 1 .111, ' rpi %6--f-s-ZL---e�1a; -,6 % plac P-----nt shal J e all damage to lVo r -utflities-or-frontage. i rovements in City -riqht-of-way-pet-G�Isjandards that is caused or occurs during the 4ermitted project. �-)a t A + +; r) CMTWTQR IS-RESPWIRE F EROSION CONTROL AND DRAINACRE a >e +104 �5+eu-c' "i na A'�� 1+ a 4L A -- 7- 17� Ing VVO 5� ed J-0 S' -- 0 +103 -N U, 4) T ERING a LANINING ID DO: +1 L Zone Comer J Fla EgUB -IJ Fl 1_ Of no Setback Rleouired Actual PIZI ISI-reo To se " ortm PR 26 2011 Front feA 6 "-r-- eXy.'--, MIA Se:mo've-o CA BU ING DEPAR-tWENT Sides L) J CA-ry on WDS OF EDMONDS Rear I Agii Offier He& —971 e L e. CD RE S. �5, Id +10(04 ---------------------- �SWK f' :� APPROVED AS NOT ONT .-70 Y ENGINEERING 0. wl SIDE —' REAR. OTHER Da 3AP a,,+q, F, HEIGHT �z 0 ew ADD GUTTERStD 11,01SPOUTS :2! 2�08 N le- 1�1( 2,0 Lo OCKS AND SPLA5S- C-> PROVfE -st PLANNING GUTTERSIDO& SPOUTS 10 - V/ 0 � �i Q TO CONNECT TO lXIST. SYST. &-� L ps 10 s- 1 1, 1 ALL -SED SURFACES TO 4t -4"-, -- 05 -4GVERED-4NITHV-rDA% m /0,4 m ED f A + 410"q go 40 40 40 0 -3, Ate Jr/03 1 ZS,, 71� -2, 0.6' 40 AC 13 4p ,�,f 0 15t /'-'71,, ri Zvi ACCEPTABLE T HTLINE Ve'r P�e, co MATERI, 31 4-5, iSDR 35 SCwl:-40 13 N-12 F810 HANCOR 7c A 4da 0 tA la& we- 0- / S414/(0000079 001 1-4 EMM4 *0 REC:El�ED Z./O JUN - 2 604 I PERMIT C NTER I.I.L -0- A* ;0 q AML- Ey f c5 J? 4 ola, Ft' R E C V TE. DL- an MARI 2002 -7- 6-, 3 6- f, DEVELOPMENT �ERVICES CTR. CITY OF IDMONDS A OVE 4G A oq 4- In q i o.3 A p 6 (1 41 ;2 2 AU 3,7s- e's At+" ra ly/o, Li p Or 1 0 ..' - 0 L ol A51 ly'd (A ev5% Vi —761 %e c 0 eA k% (2 S- a7c, AWq v vofe 10 ID3 /9 2- 1�115 AL 1�15 EE $7/0 e. 1 '7, ely -Te�,e io� o 4k � fnl�� CA File No: C-,A- Critical Areas Checklist Site Infomiati on (soils/ topography/ hydrolpy/ etation) 1.0 Ct , :s q802 1. Site Address/ Location: C:)_b,9)a6 96 C-0 "I'm4d 2. Property Tax. Account Number: 54 G 1,9 060 1 3. Approximate Site Size (acres or sq a e feet); 4. Is this site currently developed? 7yes; no. If yes; how is site developed? 1441 e� 5. Describe the general site topography. Che& 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: 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 of a water course. 9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round? —Flows are seasonal? — (What time of year? 10. Site is primarily: forested meadow ;shrubs n-dxed urban landscaped (lawn,shrubs etc) 11. Obvious wetland is present on site: T&O '-7'7 Y 4�- 'Cfi e`cV Mi be app 6 -,e, Pla-n- ii, abl* ? 21. Sit&,is.Zoned?' .3. Z>i "09-8 SCS mia -d il ppe, !19X1tdrV'oi1C.A-1 di- (t�itic�l -�kfea .-on site? do 41. Critj'al. Areas- MY M?fp M. cat6 5. -',§it�"W'��'�desijthated;ea'ith �A DE I MINA STUDY ed by., ReyiewL Critical Areas Checklist.doc/3.19.2001 be filled out by any person 'preparing a DeN Permit Application for the' City �f Edmonds his/her submittal of the application to the City. elopment prior to 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 Rreas inveptories, maps, or soil surveys). must fill out the checklist, sign and date it, and submit it i I to the City. The City will review the che&list, make a precursory site visit, and make a. determination of th4l-. subsequent steps necessary to complete a'development permit application. Please submit 'a vicinity map, along� with the signed cop�( of this form to assist City staff in finding and locating the' -specific piece. of property. described on this form. In ad�itio'n', 'the" *ap' shall, include other pertinent plicant- information (e.g. site plan, topography map, etc.) d , r studies in con unction with this;Checklist to assistant staf i f 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 agr0s to release, indemnify, defend and hold the City of Edin&onds harmless from any and all damages,. including reasonable attorney's fees, arising from any action or infraction b4sed in whole or part up 6'n false, misleading, in -accurate or incomplete information furnished by the applicant, his/her4sagentsf or employees. By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of rny knowledge and that I am authorized to file this application on the behalf of the owner as listed below. SIGNATURE OF APPLICANVAGENT Property Owner's Authorization By my signature, I cier ' tify that I have i and grant my permission for thSRwb]--ii purposes of inspectionjpd-pb-stingaa SIGNATURE Ofp"ER- -- —, Ownft/Applicant: Nairne ,2 e Address a - City �tate Zip Telepho.AA5 I Lf Email address (optional): J-e.n . � n W I � V�' Critical Areas Checklist.doc/3.19.2001 DATE I icant/Agent to apply for the subject land use application', the City of Edmonds to enter the subject property for th e',' Z, DATE Name 1-1 6�3-7 Qr-s C-J�. :e �Addre ciiy` State zip Telephone:k 94- c�, 7 q t Email Address (optional): PLANNING DATA NAME: PeA I I DATE: /0' tt SITE ADDRESS-___jQ504E LA/, PLAN CHK#-_gl:e7 PROJECT DESCRIPTION: Ajd /xIt., REDUCED SITE PLAN PROVIDED?: (Yes I N MAP PAGE CORNER LOT: FLAG LOT: ZONING: CRITICAL AREAS DETERMINATION111. El Study Reaulred: �"a 13 Conditional We SEPA DETERMINATION: Fee C, heckll3t APO list w/ notarized form (Needed for 500 cubic yards of grading, Shoreline Area. site within 200 ft. of Puget Sound or. Lake Ballingen �6xempt SETBACKS: Required Setbacks- to - . X� 11 Street: 1,5 Left Side: 110 Right Side: Rear. Actual Setbacks: / I/ * � 1 11 Street: /W LeftSIde: It 'Right Side: I/ � Rear - Street map chocked for additional setback required? (Yes / No fi)Wh El DETACHED STRUCTURES: 13 ROCKERIES: 13 FENCEsrrRELLISES: El. BAY WINDOWS I PROJEC TING MODULATION: 13 STAIRS/ DECKS: PARKING: Required: 1 Actual: LOT AREA. �h 0 0 0 LOT CO ERAGE: 305X/�'. . Calculations: 1,660 -- / q. �, BUILDING HEIGHT: Datum Point:. A0 Maximum A.D.U. Elevation: (Go Height: 13 — SUBDIVISION: LEGAL NON CONFORMING LAND USE DETERMINATION ISSUED: OTHER: NewBPP1anningDataFornLDOC LUNE ONT -70 B ENGINEE�R�IN SIDE. Ft, REAR OTHE 7mp ... 9al? HEIGHT 'POUT!ORm ADD GUTTERSMOViNj 2.08 ANIJ SPLAS CKF ao e WTERS/13014, SPOUTS VE PLAWPG co" T IT TODE"XIST. SYST. _j, TO CONNEC, s ��, 0 rMIRFAMS TO loq OVERED WITHIN 2 DAYS 104:�A A +/0 410 10-3, 0 4 , Fe a , 0 40 0 40 e-- 11,a)e I ZO.- 7 -2- 0.!g' e v A t0E 0 MAY —Ell S # )� 35 4-58 S�H 40 12 F310 HANCOR 7, LLJ "0'0�vco-1 loq SIJ41(00000lSool �j ILL. S- *7, uu -7 cr: *0 F�X,+ rgk4- -t t03 t+tAvov1 6tas RECEIVED Z. 0 JUN - 2 h04 .le r PERMIT COUNTER -7� -7 _JDATE RECEIVED PERMIT EXPIRES 2 ,7Z 4,1 USE PERMIT ZONE CITY OF EDMONDS NUMBER JOB 40;�/ * IUITEIAPT* CONSTRUCTION PERMIT APPLICATION ADDRESS I- i�� OWNER NAME/NAME OF BUSINrL AZ z d ie� j-- A,19!f=r PLAT NAME/SUBDIVISION NO. LOT NO. LID NO. I LID FEE $ MAILING ADDRESS TESCP Approved PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP AW Per It Required P t , Street Use Pennit Reqd [3 CITY ZIP TELEPHONE EXISTING 0 PROPOSED Inspection Required Side�atk Required 13 REQUIRED DEDICATION FT Underground 45 Wiring required C3 NAME METER SIZE LINE SIZE NO. OF FIXTURES PRV REQUIRED YESA NO ADDRESS REMARKS z Wz x OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE CITY Z17ELEPHONE Prcrl 0 nt ca_os.ptt PistAL- N� E"INEERING REVIEWED BY # DATE ADDRESS '411 47— 7131(o -10- 1 ( L� 7 .7- 45r �4 _;,4z AkEl -t:v -r-w r-n By f DATE ul C ll�, TELE�HONE 0 4/ , - Z 2 VARIANCE OR CU SHORELINE OR AD STATE LICENSE NU4BER \1> EXPIRAJION OTE FFKED B INSPECTION BOND 't )REO POSTED 1,E IL �4 1 + 1(elNz qN PYES XO 1$ A7 x V �i� BEIRA REVIEW SIGN AREA)/ HEIGHT PROPERTY TAX ACCOUNT PARCEL, NO COMPLETE EXfjPT ALLOWED 'PROPOSED :%LLOWED PROPOSED s-V y G -�(p od"-, 0 EXP.- L LU MBIN % G1 . MECH �.,,LOT COVERAGE REQUIRED SETBACKS (F�.�' �PAOPOSED SETBACKS (Fr.) NEW RESIDENTIA P ALLOWED SIDE- REAR REAR PROOOSED, FROPT, LJR SD FRONJ�, ZADDITION COMPLIANCE OR COMMERCIAL ya, CHANGE OF USE PARKING 'LOT AREA P^NING UVIEW D-,8Y DATE REMODEL MULTIFAMILY- Sl I GN 'D I PF:C)ED FENCE REPAIR 2D CYDS X, FT) REMARKS 0 DEMOLISH 13 TANK OTHER, . z 1:1GARAGE RETAINING WALL F:RE SPRINKLER CARPORT ROCKERY F RE ALARM 0 (TYPE OF USE. BUSINFSA OR ACTIVITY) EXPLAIN: CHECKED 13Y TION OCCUPANT GROUP _�W NUMBER N IMBER. F 7UC U 0" CRITI( OF DWELLIN AREA! SPECIAL INSPECTId& AREA OCCUPANT ' 0 STO UNITS LOAD RIES -1 �Z NUMBEr/,,�(_ REOUIRED YES DESCRIBE WORK TO BE DONE REMARKS z PROGRESS1NSPECTIONS PER UBC'1'08/FINAL INSPECTION Rcu W Tff T;�- E_z: VALUATION 17 FEE Description FEE FFEE -Plan'Check State Surcharge . ........ 1� 1LOT'6LOPE H SOURCE GLAZING �,Building!Aerm�i City Surcharge PLAN CHECKY�: I VESTED -DATE Base Fee _Iurrlbi�g.", Mechanical THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVER& WOkK TO t: BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC 2 Grading DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. Engr. Review LU PERMIT APPLICATION: 180 DAYS PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS Engr. Inspection I SEE BACK OF PINK PERMIT FOR MORE INFORMATION _j Ap U) 'APPLICANT, ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS Fire Review Plan Chk. Deposit 9 IN INTEREST, AGREES TO INDEMNIF'� DEFEND AND HOLD HARMLESS THE CITY OF 2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND Fire Inspection ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY Receipt # FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE DEEMED TO MODIFX WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Landscapelnsp. Total Amt. Due 0 NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION.- zi Recording Fee Receipt # I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application Is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED CALL 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 COMPENSATIOjjN6URANCE AND RCW 18.27. DATE S17GNA�T WNER DATE S�14ED (425) OMG&E Z6�y 771-0220 AELEWP By DAfE ATTENTION M 1333 gW41�� ;&I IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL �xmj A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI- ORIGINAL - FILE YELLOW - INSPECTJ f CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 PINK - OWNER GOLD - ASSESSOR 09/03 PRF-Qq wARn . voi I ARF MAKINr. A rt'1PIFq DATE RECEIVED PERMIT EXPIRES Jr C1W OF 6MONDS USE PERMIT ZONE NUMBER 1JW_ _-_1 _ a2) 7 CONSTRUCTION PERMIT APPLICATION joB rrc1A /J SUITFJAPT ADDRESS 4- OWN /V' NAME/NAME,OF BUSINESS�4 0- to e PIN PLAT NAME/SVBDIVISION N NO. 7 LID NO. MAILING ADDRESS 0 5�GS7� 96P UP FEE S PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP EXISTING PROPOSED REQUIRED DEDICATION FT TESCP Approved W Penrd Required :tre6t Use Permit Roo trapectian Required Sidewalk Required I Underground req 13 CITY ZIP 4 c76?aU -IT TELEPHONE 4f ? 7 IWS 4 NAME METER SIZE , LINE SIZE NO.OFFIXTURES Is' kliRE . QUIRED YES C1 N 13 z ADDRESS REMARKS OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROLIDRAINAGE ikLSery_xJNS Re'lp 01 F11JA L_ zM)C_1jrj CITY ZIP TELEPHONE 'ENGINEERING 44 e v-- REVIEWED/OATE ADDRESS 1t, 4& -S Z, FIRE REVIEWED BY DkTE Im Zip 91gly TELEPHONE —7 006 VARIANCE OR CU SHORELINE OR ADB# _. . INSPECTION REO'D YES [3NO BOND POSTED .. qTfTE LICENSE NUMBER EXPI;FION D E (VI6 /141 , /�v q1 C ECKIED �1175al SEPA REVIEW COMPLETE I EXEMPT EXP SIGN AREA ALLqWED PROfqSED NA HEIGHT ALLOWEY PROPOSED ara, 1*31 2!1 PROPERTY TAX ACCOUNT PARCEL NO. _5-!Vzz/ _T k.> 67 11eq _6740419 NEW RESIDENTIAL 0 PLUMBING MECH ;'�ADDrrION 0 COMMERCIAL o COMPLIANCE OR CHANGE OF USE REMODEL [j APARTMENT 0 SIGN REPAIR [3 FENCE X FT) CYDS LOT COV�RAGE ALLOWED ROPOSED REQUIRED SETBACKS (Fr.) NT FRO SIDE REAR I to, I M PROPOSED SETBACKS (Fr.) FROT LIR IDE REAR 1 0 P KING REty I PROVIDED 2. LOT AREA 60 �. P N GR EV15Yj / DATE . LA& REMARKS M W�Sr MP-64 MIN A rbF6 07 DEMOLISH [3 TANK o OTHER oGARAGRET RETAINING WALL CARPO 1:1 ROCKERY_ 0 RENEWAL (TYP;50F USE. 4U§INESS OR ACUVqY) EXP"N:jA. CHECKED BY TYPE,7ST 1014 COQE__ OICCUPAA GROUP - -k " a. _,V_ i, t ..., �� ce- NUMBER NUMBER OF OF DWELLING STORIES UNITS C RITICAL WIrl AREAS NUMBE SPECIAL INSPECTOR ou RE IRED [:] YES EA T OCCUPANT LOAD DESCRIBE WORK TO BE DONE REMARKS PROGRESS INSPECTIONS PER U13C 108/FINAL INSPECTION REO'D 719- 0 "IL i- dp 0le" it- !:P� ".6 Q VAILLIATION $ 7/, Description AEE Description FEE 'Plan Check WT SOURCE LAZING % LOT JSO !155%- Building 6 PLAN 0: VESTED DATE Plumbing Mechanical THIS PERMIT ALITHORIMS ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO 1= BE DOME ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC a Grading Recording Fee DOMAIN (CURBS, SIDEWALKS, DRIVEWAYSmmaUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. Engr. Review City Surcharge PERMIT APPLICATION: ISO DAYS PERMIT LIMrP I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS' Engi�.. Inspection State Surcharge SEE RACK OF PINK PERMIT FOR MORE INFORMATION .60 T ii�'ff 'APPLICANT ON BEHALF OF HIS ORJiER SPOUSE, IJEIRS. ASSIGNS Mitigatipn Plan Chk Deposit., 4'.10 C ESORS Tiraffi�, IN I EREST AGREES TO JINDEMNII�Y�DEFEND AND HOLD'HAR NT E CIPT OF M EDMONDS, WASHINGTON; ITS OFFICIALS. EMPLOYEEdj AND AGE 6M ANfAND F ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIREC OR INDIRECTLY Fire Review Receipt # 1 ro FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS *PERMIT SHALL NOT BE Fire DEEMED TO MODIFY, wAivEbR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE Fire Inspection Total Amount Due 6z NOR LIMIT IN ANY WAY THE cri"YS ABILITY TO ENFORCE ANY ORDINANCE PROVISI . ON.- Lan( Landscapeffisp. Receipt # I HERE13Y ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION GIVEN IS CORRECT,.AND THAT I AM THE OWNER. OR THE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL THE OWNER. I AGREE TO COMPLY WITH CITY ANDSTATE LAWS REGULATING CONSTRUC- This applicaltio . n Is not a permit until signed by the TION; AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL. BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid. and IN VIOLATION OF THE -LABOR CODE OF THE STATE.OF WASHINGTOW AELATING TO FOR INSPECTION receipt Is acknoorledged In space provided. WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. FOF OFFI+S SIGNATURE DATE SIGNAME, DATE S/1NED 5) to's Z, . A '0 a, - 6 L &"kow -771-0220 [RELEASED BY PATE .ATTENTION EXT 1333 /i,IT IS UNLAWFUL TO USE OR OCC ' UPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN'MADE AND APPROVAL OR A CERTIFI-� 771-0221 CATE OF OCCUPANCY -HAS BEEN GRANTED. UBC SECTION 109' ORIGINAL - FILJ�/ - ,Y,ELLOW - INSACTOR' PINK - OWNER-; GOLD - ASSESSOR 10101 FM NOTICE: o .. all -Ura-u -Nb--Warra The information *shown on the attached iled for use by the City of map(s) was cOMP Edmonds/ its Employees and Consultants. Th.e City of *Edm.onds does not - warrant the accuracy of anything set for,th on t - hese Any person or entity -requesting a copy should conduct an independent inquiry regarding the inform'ation shown on tRe -m a p (S) / including, but not limited to, -h th'e lociation of any sewer stub shown. Suc sewer stubs may or may- not exist and may or may not exist at the location shown. Neither the city of Edmonds nor its empl-o-yee's o*r office-rs -shall] be 11a-b-'Fe for the information given on this map(s), nor for based any one representation provided upon'said map(s), APPLICATION The City of Edmonds for Poo SIDE SEWER PERMIT EASEMENT NO . ............................................ NEW CONSTRUCTION REPAIRS D LID NO . .................. ASMT. NO. OWNER ..... CONTRACTOR .-E!5 .......... Ct:-WYt�4 .......... -------------------------------------------------------------------------- .................................................... PERMIT NO. JOB ADDRESS .......... — 45c:7=_"4 le�ll -NO . ............................... --------------------------------------------------------------------- ------ LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK 0 [-I I It J ---------------------------------------------------------------------- I ------------------------------------------------------------------------------------------- NAME OF ADDITION --- F=7t"4C_= — --------- F=W::Zl W, ............................. ........................................................... .5�`_Q&_ Approved: DATE .. .... ��7 k:2---- By 4 CITY, OF ED MVONIIJS� SIVE, SEWER PERIMIT' 7 -7 IDEPAMTME PE MIT 5 9 3: 5' u C�;.alV.7.75-252& :for, 'side, sewer inspections, 13FIFORE cov;ering, any, portl6n,,,of �the! con'tr ctio'n. 8 'Onsp6eti6n. mill'46,-providedt within- �1,fiodrs 'after" requst.- NOi Sat., Sun'_ or,holiday I�s tio peo ns� A�DDR-ESS, LO'CAMO-N, 6F;'b0NSTRU, GTION .............. M505 ... ..... Atith, P1 P�cp, Wa ................................................................. ....... ........................................................ 'DESCRIP11ON .................................................................................................................................................. PROPERTY: E EGANL 110t 18. Pine Ridqe?a:r1, ......................... . .............. ................... ..................... ............................... ................. :: ............. .............................................. ....................................... ..................................... ............ ........................... .............................. :...'OV*rN-EK'AN.D/OR,,BUI-LDER...-.'... ........... 7 ............... ...... ........... ................................... Bob Aldin.Backhoe. q"TRA 01V&,�AME,,&,"DRESS ........ 7.: ...... ............... r ............................................ ................................................................................................ ...... Rerniissitirl�',_Igrari ................................... forr6pair and/br,,cofinectibn of'A side -sewer to the dty sanitary- sewer With City, 'of Edmonds; ordinances. b k�—.&TIO-iTIS'�CALLEDITO,'TH�E�-FO�'i.;OWING: NOTE: No. Tlhe,,oNv�ners, of the-iipropbrty may obtain-w. permit to,,construct sewer inside property'llne.. A,llcens6d Side, Sewer �Contractor must. be,,employed,,to,,construct area., Vo,pot cover any. portion of sewer before- it has. -.been Inspected. NOTMVo.`2 A performed, in� city right-of-way, rpjquires, an, invasion, of 1Ught7'6f-Way Perm t,.o taln-abld from the City.Engineer's,offic6.. I b �,N.OTE!,N6. �3—ob Ordinance;,1,11.16�030,a�nd'i-itegt;la�ti6ns- governiftg�.side� sewers' �when, you,get'perrilit. NOTR No. 4.—T6p,,6f.'�side,sevv-er,-t�ust'.hfive at least,.36' , inches* . coverage at property' line and -.12 Inches,.:fnsf& 'property I . Ins; minimum,grade .,of 2%. No be nds in grade shaxp�er:than 1/swill-bepermifted. NOTE No. 15—Trenches ln,street'must be.water settled'and surface of street restored to originaJ: condition. Contractors. sluill be responsible for failure due to -Improper work,which' may, develop, within one year of completion., NOTE� Noo 6—It IsounlawfulAo, alter or do any other work than Is provided for In the permit, or to do,any work on the:,maJn sewer or its appurtenances, except to in- sert.'the�pipe Into. the wye-.-' ............. Date ....... ............. .... By ................ DISAPPROVED, , �E]�'. Dii.te ... �� ...... ................. ...... By ................. Date ............ y ........ .... ...... 17 ..... .4v ............ APPROVED ��D ..... ............................... ................... .......... ....... .... ............... .................................................... ........................................ .................. ................. ..................... ...... ............. ............ ........ ....................................... ............. ....................................... ...................................... ....... ......... BoTH','Per-'Mit"'cop'ib�;,�M-UST Be Signed By Owner'of Firm- Performing �Constructibn PRIOR,'To Request For Inspection, ...................... .... hereby certify -that the si'de,se*er installation constructed, �under this� permit wner'.of'Contracting,FIrm Performing: Construction,), ... . ..... 77 ..... .. .. ..... . W.,Jis talled governing ordin ances,,bf "the aCi ty,,,of Edmonds.,', 99, . ............... Date& thls.� ...... ............................. V� V _C r Sewer, Other 0, V heW BjE1�O1iE,,.'yoif1 dig fo Water JE];�. - das 70,� ''TeIephone Ej,-, Power-�E], APPUCATION The Cify of Edmonds for EASEMENT NO - --------------------------------------- SIDE SEVVER PERMff NEW CONSTRUCTION pe' REPAIRS E] LID NO. ./�/ ------ - ASMT. No - ------------------ OWNER ......... -------------------- CONTRACTOR --- f&-4 ----- ------------------------------------------------------- PERMIT NO��r -7+ -y# - - --------- ------- r --------------- JOB ADDRESS ....... --------------------- ------ ------ ------------------------------ LEGAL DESCRIPTION: LOT No - ------- )9 ----------------------- BLOCK NO - ----------------- ------------------ ............ - ........... ........................................................................ --------------------------------------------------------------- NAME OF ADDITION --------- I.e --------------------- ----------- --RECEwry --------------------- Approved: DATE-------------------------------------------- BY ------------------------------------------------------------ 2xG g 24" on center, tru55e5 to bear directly over 5tUd5 Y2" plywood or 7/iG" 05D weather barrier under 51dinc3 ,red raftem "hiqh heel" trU55e5/raftem-advanced framinq March 201 1 �red raftem 2xG @ 24" on center, trU55C5 'k��Wj to bear clirectly over 5tucI5 XY plywoocl or 7/1 G" 05B llhi�jh heel" tru55e5/raftem-advanced framin weather barrier uncier 5iain6j March 201 1 ("IlAal qO #E72 of E 1),V City of Edmonds Development Information 09z STORMWATER MANAGEMENT (SWM) DRAINAGE SYSTEM DESIGN, AND -� EROSION & SEDIMENT CONTROL REQUIREMENTS Stormwater runoff from development, redevelopment, and construction sites is regulated under Edmonds Communit y Development Code (ECDC) Chapter 18.30, including Exhibit A: Edmonds Stormwater Supplement (Supplement). Overall Stormwater Management Approach This handout contains an overall summary of the requirements and options available to assist an applicant in designing, constructing, and maintaining stormwater Best Management Practices (BMPs) in the City of Edmonds to meet the intent of ECDC 18.30. The Stormwater Supplement booklet is available for use in our Development Services Department as well as on the City's Website (www.ci.edmonds.wa.us). Please refer to the Supplement for a more detailed explanation of each requirement. Applicants are encouraged to use the Classification Worksheet on page 5 of this handout to determine the requirements for their project. Step I — Determine Applicability The first step is to determine if the Stormwater Management code applies to your project. Use Figure -A, pg 3, in this handout to establish whether your project or site meets any of the criteria listed under "applicability". Step 2 — Determine Your Project Site's Classification and Drainage Basin Use the Classification Worksheet, pg 5, to gather the information necessary to determine whether your project is considered a Large, Small, or Minor Site Project. For Small Site Projects, you will further determine whether it is a Category I or a Category 2 project. See Figure-D, pg 8. Identify the drainage basin for your site using the City of Edmonds Watershed Map, Figure-B, pg 4. Step 3 — Determine the Minimum Requirements Needed and Where on the Site They Apply The minimum requirements are based on the project classification determined in Step 2. A summary of the Minimum Requirements can be found on Pg 2 of this handout. F6r specific site requirements per classification see handout E72a for Large Sites, E72b for Small Sites, or E72c for Minor Sites. Step 4 — Plan Site and Select BMPs Use site planning along with BMP selection and design process described in the Supplement to meet or exceed the minimum requirements for your project. Step 5 — Submit Reports and Plans for Review Submit all required reports and plans for review. The handout for the appropriate classification of your project (Large, Small or Minor) will provide information regarding the submittal requirements. The stormwater submittals will be reviewed concurrently with all other permit submittals. Revision to reports and plans may be required per City of Edmonds review. Step 6 — Construction Erosion & Sediment Control Measures must be inspected and approved by the City's Engineering Division prior to the start of construction. The project shall be constructed per approved plans. Any changes proposed to the approved plans must be submitted to the Engineering Division for review and approval prior to construction. Step 7 — Operate and Maintain BMPs Operate and maintain BMPs as required by the approved submittals. Revised on 719110 E72 - Stormwater Management Erosion Control-FNAL2 Page I of 11 Overview of Stormwater Management Minimum Requirements Depending on the type, location, and size of the proposed project, different combinations of these minimum requirements apply. The following is a brief list of the overall Minimum Requirements for Large, Small, and Minor sites. Please refer to The Stormwater Supplement and the appropriate Large, Small, or Minor site Handout for additional inforination. LARGE SITES — See Handout E72a A project or overall development involving I acre or more of land disturbing activity would potentially require the following Minimum Requirements: I . Preparation of Stormwater Site Plan 2. Construction Stormwater Pollution Prevention Plan 3. Source Control of Pollution 4. Preservation of Natural Drainage Systems and Outfalls 5. Onsite Stormwater Management 6. Runoff Treatment 7. Flow Control 8. Wetland Protection 9. Operation and Maintenance 10. Offsite Analysis and Mitigation SMALL SITES — See Handout E72b A project that involves 2,000 square feet (sf) or more of new or replaced non-ewempt impervious surface, 7,000 sf of land -disturbing activity, 50 cubic yards (cyds) or more of grading, fill or excavation, conversion of3/4acre or more of native vegetation to lawn or landscaped area, or causes an increase of 0. 1 cubic feet per second (cf/s) or more in the 100 year flow frequency from a threshold discharge area would potentially require the following Small Site Minimum Requirements (SSNIRs): 1. & 2. Site Plan including an Erosion and Sediment Control Plan 3. Source Control of Pollutants (for Multi -family or Commercial Projects) 4. Preservation of Natural Drainage Systems and Outfalls 5. Onsite Stormwater Management 6. Runoff Treatment 7. Flow Control 8. Wetland Protection 9. Operation and Maintenance 10. Off -Site Analysis 11. Financial Liability MINOR SITES — See Handout E72c A project that involves 500 sf or more of new development or redevelopment including land - disturbing activity or a utility project that causes land disturbance, and is not considered Large or Small Site Projects must employ Minor Site Construction Stormwater Pollution Prevention Practices. Additional Requirements may be imposed to meet the intent of the Stormwater Code based on site specific factors. Note: Terms in Bold are defined in Handout on page 9. Revised on 719110 E72 - Stormwater Management Erosion Control-FINAL2 Page 2 of 11 Figure -A Determining Applicability of Stormwater Management Code ECDC Chapter 18.30 If any of the descriptions in the Blue Boxes apply to your project or project site, the Stormwater Management Code a1212lies. Does your Project Site require the issuance of a City permit Yes under any of the following: • ECDC Title 18 - Engineering Division • ECDC Title 19 - Building Division • A Stormwater Permit2 No Yes Are you submitting a Subdivision application per ECDC Chapter 20.75? 1 No Does your Project site involve any of the following: Storinwater Management 0 500 square feet or more of land -disturbing Yes requirements of ECDC activity, new impervious surface, or replaced 10 Chapter 18.30 are impervious surface? applicable to your 0 A utility or other construction projects Project or Site. consisting of 500 lineal feet or more of trench excavation? a Is located in, adjacent to, or drains into (currently or as a result of the project) a CriticalArea or a Critical Area Buffer? No Stormwater Management requirements of ECDC Chapter 18.30 are not applicable to your Project or Site 1 I This chart provides an initial screening for determining applicability of ECDC Chapter 18.30. The results from using this chart do not substitute for a determination of applicability by the Public Works Director or Designee per ECDC Chapter 18.30.030 and the relevant portions of the Supplement. 2 If ECDC Chapter 18.30 is applicable to the proposed project and it does not require any other City -issued permit, a Stormwater Permit and associated fees will be required. NOTE: Terms in bold italics are defined in ECDC Chapter 18.30.010 or the Supplement. Revised on 719110 E72 - Stortnivater Management Erosion Control-FIMU2 Page 3 of 11 Figure-B City of Edmonds Watersheds' ,#FIGURE 3 C TY OF EDMONDS .. .. WATERSHEDS Creek or Lake Direct Discharge (includes Edmonds Way Basin) 0 1.000 Um 4,000 6,000 8,000 Feet I In = 2,000 ft ft —4 t — -% wkd" -- ft� . ffwdw=W� � " Prj&� Note: A larger version of the Edmonds Watershed Map is available in the Development Services Office and on the City of Edmonds website at ci.edmonds.wa.us. Revised on 719110 E72 - Stormwater Management Erosion Control-FINk2 Page 4 of I I A oV ED& City of Edmonds Site Classification Worksheet The project's Classification serves to identify the specific Stormwater Management requirements applicable to your site. Complete the worksheet below to deten-nine whether your project falls into the classification of a Large Site, Small Site (Category I or Category 2), or a Minor Site. Step 1: Determine the Exempt Impervious Surface Area for your project and enter it on line I of the table (yellow box). Step 2: Determine the Replaced Impervious Surface Area for your project and enter it on line 2 of the table below dividing the total between Exempt and Non -Exempt (orange and blue boxes); either or both may be zero. Step 3: Determine the New Impervious Surface Area for your project. If a portion of the new impervious surface area is also Non -Exempt Replaced Impervious Surface Area subtract this from the total of the new impervious surface area. Enter the final value on line 3 of the table below (blue box). Step 4: Add the values in the Non-exempt column for lines 2 and 3 and enter it into line 4 (green box). Where does the existing site El Direct Discharge runoff discharge? Supplement (Check all that apply) Chapter 2.3 Edmonds Way Basin See Watershed Map I Figure-13, Handout pg 4 Creek or Lake Basin Line Type Area (square Feet) Impervious surface: Supplement Exempt How much and what type? Chapter 2.2 (fill in colored boxes) & Exem t No Exempt Non -Exempt See Definitions, Handout pg 9 Figure-C 2. ��xempt Replaced "J 'A Figure-C, Handout pg 7 3. New Examples, Handout pg 10 Tot al Replaced +New (Non -Exempt) (add numberls in blue boxes) rs Land -disturbing activity area Supplement sf 1 See Definitions, Handout pg 9 Chapter 8 Grading, Fill or Excavation —,7 C Area Will project convert % acre or more of native vegetation to YES NO I lawn or landscaped area? Proceed to the Progect Classification Chart (Figure D, pg 8) and use the data collected above to follow the flow chart and detennine the classification of your project. El Large Site (Handout E72a) 0 Small Site (Handout E72b) 1:1 Minor Site (Handout E72c) Revised on 719110 E72 - Stormwater Management Erosion Control-FINAL2 Page 5 of 11 �,o yds' This page intentionally left blank. Revised on 719110 E72 - Stormwater Management Erosion Control-FI]VAL2 Page 6 of I I . Figure-C What Qualifies as New Impervious Surface? START I Does the site have existing Only the impervious surfaces that Is this existing inipervious were created after July 6, Yes impervious surface surfac 1977'9 currently connected proposed with No to a City -approved the project are stormwater considered facility' located on New Yes the project site? Imperviou Lurface. No Was a wa ' iver granted for a stormwater Yes facility for this existing impervious area? No F Yes Is the site zoned as single family residential (Zone RS)? No No Existing impervious surface Is the site within a Creek or 49 Yes created since July 6, 1977 Lake drainage basin . lo plus proposed impervious surface is considered New Impervious Surface. This is the effective date of the City's first drainage control ordinance. 'ne intent of this cumulative impacts mitigation requirement is to adequately mitigate for impervious surfaces on project sites that are submitted under separate permits. The separate submittals could have project areas that do not meet thresholds but would meet thresholds if the projects are combined as one project. For parcels that were annexed to the City after this date, the date of annexation shall substitute for the effective date of the City's first drainage control ordinance. For annexed parcels, a functioning Snohomish County -approved stormwater management facility can substitute for a City -approved facility. 2 For the purpose of this flowchart, it is assumed that all existing impervious surface will remain after the proposed project is complete. If any existing impervious surface will be demolished for this project, the project may contain a combination of new and replaced impervious surface. See Definitions, pg 9. 3 If there is an existing stormwater management system on site, contact the City's Engineering Division to discuss whether the existing system has the capacity for the new impervious surface area. 4 See Figure B, pg 4, and Supplement Section 2.3. Revised on 719110 -E72 - Stormwater Management Erosion Control-FINAL2 ' Page 7 of 11 Figure-D - Project Classification If you have determined that your project meets the reguirements for a Stormwater Review using, Figure 1, follow the Blue boxes in chart below to detennine the Classification of your project. Ves Does the project involve I - acre or more of land- Large Site Project: disturbing activity I , . ? See Handout E72a for No Ves specific requirements. Is the project part of a larger common plan of development or sale where the total disturbed area for the entire plan will total I -acre Does the project create or add 5,000 square feet of or more of land -disturbing activity? new impervious surface, replaced non-exempt impervious surface or new plus replaced non - No exempt impervious surface? I OR Convert % acre or more of native vegetation to Does the Project involve one or more of the Ves lawn or landscaped area following: OR 2,000 square feet or more of new impervious Through a combination of creating effective surface, replaced non-exempt impervious impervious surface and convertedpervious surface or new plus replaced non-exempt surfaces, causes an increase of 0. 1 cubic feet per impervious surface? second in the 100-year flow frequency from a OR 7,000 square feet of land -disturbing activity? threshold discharge area as estimated using an OR approved model9 50 cubic yards or more of either grading, fill, or excavation as defined in Chapter No Ves INo F F Category I Small Site Project: Category 2 Small Site Project: Minor Site Project: See Handout E72b for specific See Handout E72b for specific requirements requirements See Handout E72c for specific requirements ' Land -disturbing Activity: Any activity that results in movement of earth, or a change in the existing soil cover (both vegetative and non -vegetative) or the existing soil topography. Land disturbing activities include, but are not limited to grading, filling, excavation, and compaction associated with stabilization of structures and road construction. NOTES: Additional terms in bold italics are defined on pg 9 or can be found in ECDC Chapter 18.30.010 or the Supplement Classification chart assumes the project in question meets applicability requirements of ECDC18.30.030. Revised on 719110 E72 - Stormivater Management Erosion Control-FINAL2 Page 8 of 11 DEFINITIONS Impervious Surface: Hard surface area that either prevents or retards the entry of water into the ground as it would occur in natural, undeveloped conditions. Impervious surfaces include, but are not limited to, rooftops, driveways, walkways, concrete, asphalt, and packed earthen materials. Decks will be considered impervious if one or more of the following apply: • Deck is made of "solid" material that does not allow rain water to run through it • Deck has "slots" where rainwater can run through but the ground under the deck does not allow the rainwater to infiltrate into the ground. For the purpose of determining stormwater control requirements, impervious surface is divided into four categories: "exempt", "replaced exempt", "replaced non-exempt", and "new". See definitions below: Exempt Impervious Surface: All impervious surface area installed prior to July 7, 1977 or prior to the date the parcel was annexed into the City from Snohomish County.. Replaced Impervious Surface: Any impervious surface on the project site that exists at the time of application that is proposed to be removed* and re-established in the same footprint. This does not include impervious surface removed for the sole purpose of installing utilities or performing maintenance. Replaced impervious surface is further categorized as ExMpt or Non-fxe�ipt. th Exempt. impervious surface on site originally installed prior to July 7 , 1977 or prior to the date the parcel was annexed by the City from Snohomish County. Non -Exempt. impervious surface on site originally installed on or after July 7, 1977 or on or after the date the parcel was annexed into the City from Snohomish County. *Removed, for the purposes of this definition, refers to the removal of building down to bare soil, or the removal of concrete (PCQ or asphalt (AQ slabs, driveways, sideivalks etc. down to bare soil or base course. New Impervious Surface: Any impervious surface on the project site created on or after July 7, 1077 or on or after the date the parcel was annexed into the City from Snohomish County that is not considered Replaced Impervious Surface. Land -disturbing Activity: Any activity that results in movement of earth, a change in the existing soil cover (both vegetative and non -vegetative), or in the existing soil topography. Land -disturbing activities include but are not limited to clearing, grading, filling, excavation, and compaction of soils associated with structure stabilization and road construction. Pervious Surface: Any surface that allows the entry of water into the ground as it would occur in nature. Note: This information should not be used as a substitute for City codes and regulations. The Edmonds Community Development Code (ECDC) may be viewed at ivww.ci.cdmonds.wa.us/codes.stm. The applicant is responsible for ensuring compliance with the fees and regulations that are applicable at the time of submittal. If you have a specific question about a certain aspect of your project, please contact the Engineering Division at 121 Fifth Avenue North, (425) 771-0220. Please note that other local, state, and/or federal permits or approvals may be required. Revised on 719110 E72 - Stormwater Management Erosion Control-FINAL2 Page 9 of I I EXAMPLES The following are examples of how to determine the "Exempt ... .. Replaced Exempt", "Replaced Non - Exempt" and "New" impervious surface totals for a specific project. If you have any questions, please contact an Engineering Technician. Example 1: 1972 House 1200 square feet (sf) roofline Driveway (paved) 60 sf 1999 House Addition 400 sf 2004 Detached Garage 600 sf with no storinwater system installed Proposal: Garage Addition 140 sf roofline The 1972 House and Driveway were constructed before to July 7,1977 so are considered "Exempt" impervious area. The 1999 Addition and 2004 Detached garage and current proposal are considered "New" impervious surface since built after July 7, 1977. Total New + Non -Exempt Impervious Surface: 1, 140 sf (400sf + 600sf + 140sf) + 0 = 1, 140 sf Example 2.: 1968 House 1,500 sf roofline Gravel Driveway 400 sf Sidewalks/Patios 55 sf Proposal: Pave Driveway with asphalt, same footprint as gravel driveway (400 sf). Paving the gravel driveway counts as "Replaced Exempt" impervious surface. The driveway is a combination of gravel and packed earthen material, this meets the definition of impervious surface. The proposed paving will be in same footprint of the original driveway installed before July 7, 1977. Total New + Non -Exempt Impervious Surface: 0 sf Example 3a: 1976 House 2,000 sf Concrete Driveway 200 sf 1999 Garage w/concrete slab (no stormwater system) 300 sf Proposal: New garage (300 sf) — demolish existing garage and slab, new garage will be same size and in same location of the concrete slab and original garage to be replaced. Proposed garage will be considered "Replaced Non -Exempt" because the existing impervious surface (garage & slab) to be replaced was built after July 7, 1977. Total New + Non -Exempt Impervious: 0 + 300 sf = 300 sf Example 3b: Same as above except concrete slab is not removed during garage demolition. I If slab remains and new garage has same roofline then no impervious surface is added or replaced. Total New + Non -Exempt Impervious Surface: 0 sf Revised on 719110 E72 - Storinivater Management Erosion Control-FINAL2 Page 10 of 11 Example 4: 1979 House 1,200 sf Gravel driveway 300 sf Patio/Walkways 100 sf 1989 Garage 250 sf Proposal: Garage addition 200 sf and replacing gravel driveway with asphalt (300 sf) House, patio/walkways, garage built after July 7, 1977 with no storm system and therefore are considered "New" impervious surface: 1,750 sf (1,200+100+250 +200) Driveway was installed after July 7, 1977 so even though changing from gravel to asphalt in same footprint it is considered "Replaced Non -Exempt" impervious surface: 300 sf Total New + Non -Exempt Impervious: 1,750 sf + 300 sf = 2,050 sf Example 5: 1989 House 2,800 sf Driveway/patio/walkways 700 sf The 1989 construction was approved with a detention system sized for 3500 sf of impervious surface that was adequate under the provisions of the stormwater code effective at that time. Proposal: 300 sf addition to house Revised "New" impervious total 3,800 sf (zero replaced impervious). The house, patio and walkways were installed after July 7, 1977 with a storm system. The existing system does not meet the sizing requirements of today's stormwater code for 3500 sf of impervious surface. In this case, there are two options available to meet the stormwater flow control requirements. Option 1 Install a separate stormwater system that is sized only for the new addition 300sf. Since the existing system was approved at the time of construction for requirements of the code in effect at that time, resizing is not required. Option 2 Upgrade the existing system to meet to handle both the existing impervious surface of (3500 sf) and the proposed impervious surface (300 sf). The existing system would need to be sized for 3800 sf under the sizing requirements of the current code. In this case: 1989 Code requirements for 3500sf of impervious surface (existing system); 49 lineal ft of 18" diameter pipe with 3/4" orifice. Current Code requirements for 3800sf of impervious surface: 81 lineal ft of 18" diameter pipe with 3/4" orifice. Therefore applicant would need to add 32 lineal feet of 18"diameter pipe to existing detention system. Revised on 719110 E72 - Stormwater Management Erosion Control-FINAL2 Page 11 of 11 Property Owner Name Property Address Tax Account Parcel # SURFACE CALCS U. T,. A..(,.F.0 L F..wt &,hd L 609 HEIGHT CALCS A = +99' B = +107' C = +100, D = +105' AVE GRADE = 102.75' ACTUAL = 125' MAXIMUM = 127.75' COVERAGE: Residence: 2100 Garage: 475. Deck:280. Porch:50 Total: 2905 (21.5%) LOT AREA: 13,527 SQ.FT. Tax Account Parcel #: 3476-001-003-3049 LOT SLOPE: 11% Property +98 SAMPLE PLOT PLAN Scale: 1 "=20' +102 +100 +98 \'- 1 11 +96 A----- "--- +99'! +108 +106 +104 36. x 36" Landing Ve below deck/stairs Proposed q I Wood Slotted Deck 7 Exist. Residence (1956) B 11-107 25'-0" 2500 sq.ft. 1 10--0-- Exist, Covered Porch -----j (1956) I �0' W-0 11 0 0 75 sf. Proposed Garage 1 500 sq.ft. D C 104 10� +100, 1 F ouj Original 0 I 1 1 1 34'min., Grade =C Contours w Overlay Existing Gravel Driveway (1956) with Lu Concrete (same X LU footprint) 1) 24' �0— -- — — ----- --- --- --- J FR U, I 04Y --- ------ — — — — — I Sidewalk Driveway Slope: 6% +109 C/O to be relocated 1-105 ':�Telephon�� :;�'Pole MAIN STREET Cl) DATUM PT. +100' Top of SS Manhole Cover —SS ss--e—s- —S ss—ss—ss—ss- -------------- ------------- ri tg r-qL9Lq-ht--qt-V-Vm -------------------------- ATTACHMENT i I k IMF A p Y PLANNING OVED Y I'l-111 0 q, 4— >Tn- ( P- -G : a — .L)'othing in this Permit approval process shall b., interpreted as allowing or Permitting the maintenance of any currently existing fflegA nonconforming or un rmitted building, structure or site condition whTis outside the scope of the �e='t app ica Ii ition, r u,ld, egardless of whether such yilding, structure or condition is shown on the site plan or drawing. Such building, structure or condition m;ky be the subject of a separate enforeenient ac.-;on." K it'll T�f i, T 1, EObtaln Electrical S r= Permit bom �i)or &= In ,State Ls-bor & Ind=usWesbom i i"", 11-OT LINE STAKES MUST I 4.E W PLACE AT TIME OF FOUNDATION INSPECTION ENTI,RGY CODF, G0DUj,1ANCF WATTSUN/ CEILING: WALL: .1z _K:T-1-r—u� Jz_,z FLOOR: SLAB: GLAZING: - ]z /-,� t-0 . -4 t) e-yL2 f OF EDMONDS ING DEPARTMEt ADDRESS VA:54-05l� OWNER fl� a— ' E-: ' -S— FRM U-D,17E L DG3. 0 'r P MAR 2 5 2011 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS Prior to framing inspection, the building must be dried in with a minimum of roofing, windows and siding paper installed. ......... .... te -L(-o 410 e-a -- -------- . . ..... j(7-2- ... . ..... . - ----- r-7L 45 P-1,1 /Z.-V 7-- e 93 P el-rl..pla ---- -- 47 /. - 4,1 c:q 4-- ------------- - -- ------- 4p 1A A 0� --o� � — RECEIVED MAR 2 5 2011 DEVELOPMENT SERVICES CTR. CITY OF EDMONDS ( DZ m IRC R313.1,kND R313.2 SMOKE DETECTORS REQUIRED THE ISSUANCE OF THIS PERMIT REQUIRES INNERCONNECTED SMOKE DETECTORS WITH BATTERY BACKUP IN THE FOLLOWING LOCATIONS: 0 IN EACH SLEEPING ROOM. 0 OUTSIDE EACH SEPARATE. SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 0 ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS BUT NOT. INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. ter' re V_� Ho - 4-1-T _7Kk 7N t T- Tj I-4a 7:�: Ij :z Z_ o Aj Niltoll T-H D kilt rl v .7 � x eel(, u'-'- "Ir /4, A b —1i I Der w"'zlf" 5: + d? 3 2. 4z' A, 7 -74� 2- y- Id c ---------- 0 &t,? ll_s- 4q c)/ 67 'w 0 Xly f RECEIVED MAR 2 5 2011 DEVELOPMENT SERVICES CTR- CITY OF EDMONDS I it S-0 zj Lo . ..... (A U-6 U4 t4i 7� -Y —io I J 114. W-5 I kvo� iAg-Fb 7 PA;;r 5'r rx (J H 7T P D C>A �771 LIP )(3 rg.�.A t f \ , -A TRI- L, -t2�i p ��h X ow;> 7- �-4-a t-t Z >eI4 ZYJ0 V,-,- 7 IT fi q x (4-- Pos (10 X(o Pcls--nt� ;I. X 134 F46 6, Z4v -7 4 —4 13 t bA A/04- 1 /-60 'T \D Ll Pwo t t* 'Pt- 6f Z- P14g e- 7 1 - tit p '�4 �f gy?.e RECEIVED MAR 2 5 2011 DEVELOPMENT SERMCES CTR- C11Y OF EDMONDS .-De 9 ra 2 X_ L 2 74, V e- 0 dill= Y-1- d6 _,1D L) e- 0% 4 C, N c nx <S 4 e- 0 ki P14- e: . .. .. . . .. . .. AID t;6 P, cel 4i' C, -2- _067- t �. 11. �al, CW -2 C_ N _7 14 L7-0'P 1 el�5 x__; & 4_--t—h <a. r— Dr-r-wo-j" I V_ in "o .5.7t.-L. 611_� /6-671— Y 2,x f rlxal< 1�41Z -2� 17 15- R, —0. . .. ... t4 <: A Ez- (C , 2. 1 P1____ L -f '0114� - ------ - - 0 _jQ F� 17 rA - - ---------- C-1 145 b., e 15 m in e. _!n_ knv /4 P .,71 X(O P. e7 P1 .0 60 g.1 r �31 3 7 771 ;qb4_42_44 AA_ 15, t f 4, , L 09 ------- Ar _W1 A�P W00a board sidings applied vertically shall be nailed to horizontal nailing strips or blocking set 24 inches on center. Nails shall penetrate 1 V2 inches into studs, studs and wood sheathing combined or blocking. Attic Ventilation R806.2 Minimum area. The total net fee ventilating area shall not be less than I to 150 of the area of the space RECEIVED ventilated except that the total area is permitted to be reduced to I to '00, provided at least 50 percent and not r4 j MAR 2 5 2011 more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the DIWEWPMENT SEFMCES CTR space to be ventilated at lest 3 feet (914 mm) above eave or CITY OF EDMONDS cornice vents with tile balance of the required ventilation provided by eave or cornice vents. As an alternative, the net Vertical rebar must be hooked and tied in free cross -ventilation area may be reduced to I to 300 when All hardware and fasteners in contact with a vapor barrier having a transmission rate not exceeding I place at time of footing inspection. R403.1 pressure preservative treated wood shall be perm is installed on tile warm side of the ceiling. hot dipped galvanized or stainless steel. A JL T M R408.1 Ventilation. The under -floor space between the bottom of the floor joists and the earth under any building (except space occupied by a basement) shall have ventilation openings through foundation walls or exterior walls. R408.2 Openings for under -floor ventilation. The minimum net area of ventilation openings shall not be less than I square foot (0.0929 ml) for each 300 square feet (28 M2) of under -floor area. In addition, a ground cover that meets the requirements of Section 502.1.6.7 of the Washington State Energy Code (Chapter 51-11 WAC) shall be installed. One ventilating opening shall be within 3 feet (914 mm) of each corner of the building, except one side of the building shall be permitted to have no ventilation openings. Ventilation openings shall be covered for their height and width with any of the following materials provided that the least dimension of the covering shall not exceed 1/4 inch (6.4 mm): 1. Perforated sheet metal plates not less than 0.070 inch (1.8 mm) thick. 2. . Expanded sheet metal plates not less than 0.047 inch (1.2 mm) thick. 3. Cast-iron grill or grating. 4. Extruded load -bearing brick vents. 5. Hardware cloth of 0.035 inch (0.89 mm) wire of heavier. 6. Corrosion -resistant wire mesh, with the least dimension being 1/8 inch (3.2 mm). R kv_ 47_77< ( OX/ . - --- ------ �64 t^'- All' eld OT _TS 7- Iq �Tl 7 1+, ILI= Y- `�� Il 'It.,C k V. + I 11"A C_ C, 17 64�,' 2� — L 3<' / 4;? // tZ, A25 6-1 4c-," 40, -e-- F, Y_ 4—vL -771e, lc-1,, 47 �0__ EM - - ----------- N � \r i f [ W�&� L kN JA P N IN A q Z�4- ;,=� - _X1( 40L 7 4 RECEIVED MAR 2 5 2011 0� DEVELOPMENT SERVICES CTR- 7f--- C17Y OF EDMONDS