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1407 8TH AVE S.PDF111111111111 8701 1407 8TH AVE S ADDRESS: /7// / TAX ACCOUNT/PARCEL NUMBER: BUILDING PERMIT (NEW S COVENANTS (RECORDED) CRITICAL AREAS: — DETERMINATION: ❑ Conditional Waiver ❑ Study Required ,&aiver DISCRETIONARY PERMIT #'S: DRAINAGE PLAN DATED: PARKING AGREEMENTS DATED: EASEMENT(S) RECORDED FOR: PERMITS PLANNING DATA CHECKLIST DA SCALED PLOT PLAN DA SEWER LID FEE $: SHORT PLAT FILE: LOT: SIDE SEWER AS BUILT DATED: — SIDE SEWER PERMIT(S) #: 0,2 GEOTECH REPORT DATED: STREET USE / ENCROACHMENT PERMIT #: FOR: WATER METER TAP CARD DA LID #: BLOCK: LATEMP\DSTs\Forms\Street File Checklist.doc O B90 199. City of Edmonds Critical Areas Checklist The Critical Areas Checklist contained on this form is to be filled out by any person preparing a Development Permit Application for the City of Edmonds prior to his/her submittal of a developmentpermit w uav t.�ay. 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 CityHall (Critical Areas inventories, maps, or soil surveys). An applicant; or his/her representative, must fill out the checklist, sign and date it, and submit it to the City. The City will review the checklist, make a precursory site visit, and make a determination of the subsequent rxps Iir��R' +3sar j ::, tiG.:ipic>:i: a dcvelojpaa eu� permit application. With a signed copy of this form, the applicant should also submit a vicinity map of the parcel with enough detail that City staff can find and identify the subject parcel(s). In addition, the applicant is encouraged to include any other pertinent information or studies in conjunction with this Checklist to assist staff in completing their preliminary assessment of the site. I have completed the attached Critical Area Checklist and attest that the answers provided are factual, to the best of my knowledge (fill out the appropriate column below). Owner / Applicant: __11-0-0 _P_A I . CM Name Gus�� Title I .L+ 0 -1 "AV, S a Street Address Applicant Representative: Name Title Street Address EUMoN©S %NA q olo-17l-51S6 City, State, ZIP . Phone City, State, ZIP Signature Phone 0 STREEJp FILE Critical Areas Checklist' Site Information Project Name: -�L0 A D PA fG E Permit Number. Site Location: - ?* Property Tax Account Number. a,5 al 63 —3 45 %- 0003 1,%7-� AV, So-ED omos Approximate Site ize (acres or square eet): Have you filled out a Critical Areas Checklist for a project on this site before? General Site Conditions 1. Has the site been cleared or logged? Date of most recent action Soils / Topography _ 2. In the Snohomish County Soil Survey, what is the mapped soil type(s)? 3. Describe the general site topography. Check all that apply. _Flat: less than 5 feet elevation change over entire site. Rolling. slopes on site generally less than 15% (a vertical rise of 10 feet over a horizontal distance of 66 feet.) Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10 feet of horizontal distance.) Steep: grades of greater than 30% present on site. Comments Hyd rology/Vegetation 4. Site contains areas of year-round standing water: go 5. Site contains areas of seasonal standing water. RLQ Approx. Depth: 6. Site is in the floodway 4_ floodplain4_of a water course. 7. Site contains a creek or an area where water flows across the grounds surface? u flows are year-round? JLO Flows are seasonal? SREET-flLE m> A� 0^^z r— N � Y/ 1TI v -n 06 22 MAY 2006 SITE Mill'Ao, "'? 9 407 STH AVM B 51 TW NFORMATI ON { j =1sill F 1 O OWNER t APN /TAX ID LEGAL DE5C. 4 14M 6AND .TH EAMII� JAIL E t- O , WA 96026 21032500315,100 SECTION 25, TNSFIP 27, RANGE 3, Sw QUARTER. LOT 1, N O i 11 I o r C I CITY OF EDI`—D SP S-2004-10 REG AA"200AND C 412015004 A0MZ PER AFN 20050504074I. 1 1 to I 1 I I 1 1 I 1 I aa I O f 1 1 I 1 GUTTERS/DOWNSPOUTS MOUSE ADDITION HOMONOM WA BEING A PTN OF SE } SW}. BUILDING AREA EX. LOB M FLOOR 1,423 SF NEW LOWER FLOOR 630 SF TOTAL LOPER- 2M3 SF NEW UPPER FLR 861 SF GRAND TOTAL 2p14 SF TOTAL NEW ONLY 1,491 SF GARAGE EXIST. 304 SF LOT AREA C0VERA6E BLDG. 0.015 SF (0.16 AC) EXIST. RESIDENCE IAI rj•F NEH ACVIT10N 630 SF TOTAL BLD&. COV. 2,431 SF (30%) ZONING R BUILDING OG6U'ANGY -5 BUILDING TYPE TYPE VS CODE USED 2003 IBC,/, WA STATE AMENDMENTS DESCRIPTION OF WORK. TWO STORY ADDITION TO EXISTING SINGLE FAMILY RESIDENCE. ADDED SPACES INCLUDE TWO BEDROOMS, BATH AND ADDITIONAL LIVING AND DINING SPACES. FOOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM NOTED r - --- " a �I..rti►vIVIiVCC 24 HR. NOTICE REQ. FOR INSPECTION 8343REGISTERED "A>M1!,"f N J. REIMERS STATE OF WASHINGTON 7.7•afa �1• tY1T1 AVBII®•LAp I.YV@_. WAYOG� �Y67if.YA.YV W w.COMI.AACIRKiIIfitOOM P V DETENTION lWO&SH UPPER STREET F ! CATCH BNSIN DETENTION PIPE LENGTH COKrROL CATCH ' VENT) BASIN 1' MIN 2' MAX COVER OLrTLrT CONTROL Z 1'1L SLOPE+ rll'2� 's TLET AP OR RUNOF F ._ SYSTEM CROSS SECTION SPREADER 2' , 2' x W' MET, 4!- b" SPAL-S (oll cpwL) 2' >r 3' DEEP, CRUSHED ROCK FPCIM Z? OUTLET CONTROL RIPRAP OUTLET WASHED GRAvEL OUTFLOW TRENCH, MIN 10' LONG, TOP 4 .q" PERF PIPE ZD HE LEVEL FROM O10 TRD17'�ET CL 4" PERF PIPE WITH CAPS _ RUNOFF SPREADER OUTLET FOOTING DRAINS SHALL NOT BE Page 9 of 9 CONNECTED TO THE DRAINAGE SYSTEM L TA19ARD DRAINAGE PLAN DETENTION SYSTEM for Lloyd Pa . .RF-0 HftjqjCvo%STrLoc'Tic>#j location-NO-2Or/y09—9Z3%J4reS0, plan by on e4--ar-T' phone- ' 393-0TJ6., date- _—.11 —9 1 DESIGN DATA System Imperm Pipe -Number Area Diam Pipe Orifice- Length Diameter NOTES 1. Call Engineering Division (771-3202) for prebackfill and final inspections. 2. Responsibility for operation and maintenance of drainage systems on private property is the responsibility of the property owner(s). Material accumulated in the storage pipe must be flushed out and removed from catch basins to allow proper operation. The outlet control orifice must be kept ' open at all times. TILL . uUG3Q� 1 PrRMIT CoypjIE� CITY OF EDMONDS STREET F ovv 04�08. ?a - jv ow c-os.qq-sw EX. C45.(7YPF ZT) TOP oa3-c?5 INN 060,80- le"SW /A/V - 7e. - P,-- - f e' E i!,j ' ' ' F 77. 770 - !?"SE /A`V ?- 74, 00 -- le- N ic,'" i it AUG p 0 19-91 II ZI LdI to >1 4-1 • Iml t77 /ji C. Q. 3 INV -:W.ill it To BE CC),A157RU"TF0 II I '7 LI'T4 j MIt 04 TE)LL1 it M 3< ON A, F. 1\4 D',' EX. PI? TO BF 'REI-0�'-74TEO FX- F",IVEMEA/ 4. i PRO CUT UA-'F P7,77f-,-,'1 fA '���+i�§�+'�S'1�+��nn`:.r'..-ar'�r-�''�ia�ili;�i�ti�.+'.•.a.��h.ctJ'"�+�,��'�7:'�"�J�"�`Yd'oGr�W9"xrq�>�i'�°''�"�'i�`"'+�+�+'���'�`�'+dk'iiTr�L'r49'.�n�,-a�,r>�ik��ur *TREET FILE CITY OF EDMONDS SIDE SEWER PERMIT l8 9 0 199° PERMIT ,® 8353 Address of Construction: Property Legal Description (Include all easements): TREATMENT PLANT Owner and/or Contractor: q ART py!� pa IaG State License No. R E D 'H fie * i i D 1L C BuildingPermitNo._� Single Family ❑ Multi -Family (No. of Units ) ❑ Commercial ❑ Public ti .. Invasion into City Right -of -Way:, No ❑ Yes RW Construction Permit No. Cross other Private Property: [;" No ❑ Yes Attach legal description and copy of recorded easement I certify that I have read and shall comply with all city requirements as indicated on the back of the Permit Card. Date * CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION * OFFICE USE ONLY * FOR INSPECTION CALL 771-3202, PUBLIC WORKS DEPT. ' Permit Fee: 30 Issued By ' ,&,a, Trunk Charge: 07 S �� Date Issued: Z-2 — .S— 9 Z Assessment Fee: Receipt No.: co Lid No.: Partial Inspection: Date —Initial — Comments Reason Rejected: Date —Initial — Final Inspection Approved: Date12 L-11 initialc°�� ' ** PERMIT MUST BE POSTED ON JOB SITE ** White Copy: File Green Copy: Inspector Buff Copy: Applicant Revised 3190 The City Of Edmonds Side Sewer Drawing EASEMENT NO- -------------------------------------------- ' NEW CONSTRUCTION [� REPAIRS ❑ LID NO - --------------- --- -ASMT. NO. .................. OWNER----------------------------------------------------------------------------------------------- CONTRACTOR------------------------------------------------------------------.----------------- PERMIT NO. . O-3.5 3. JOB ADDRESS 0 ! _ - 0 ----- --- - ti--- �------------- LEGAL DESCRIPTION: LOT NO.--------------------------------------- BLOCK NO. ----------------------------------- NAME OF ADDITION ----------------------- 3' Pme.p , eA� ,o z� -- 0 PWW-0001-11/75 (REV.11/78) Approved: DATE ��.--.5�------•E--`-F- Y----------- EDM0NDS TREAT[IENT PLANT � a � � �Ct X .0 C IT ILE 000-R CSAG K t_t /4 ES _ LoI i � I I � AQ Q Q 1991 PERMIT COUNTER 7� Lf PORTfrN 0E- N-Sa �2c�Pos�� I SaC--r10N a.5,-T-.27 K. E• w,ic. 0 W p-G-6• rDEnIG E. I(T 1 � I� 0 Sid kw i4' ° DGT��, PT ^ Mvnvo►cM' 1O0 o l N T' CcI �s �6 p i i s 11 .I.2 -5' - Max. )- e-I� 1, T- -rIDO 4-1�.�5 oil Ni t j pgTv P-r. STREET FILE address %4:7 7 V 4,4 Fc S STORM DRAINAGE DETENTION SYSTEM developer address date approved approved by Eel STREET FILE OJECT REVIEW CHECKLIST 0 PROJECT NAME:- PLAN CHEC*K#: Lj PROJECT ADDRESS:- 7- R 140, 'j�� RECEIPT DATE': 6 Ail m alJDae PLAN. WATER COMMENTS FIRE SLOG. SEWER STREE ENG. Setbacks/Variance/Setback Adjustment Conditional Use Permit ADB, Requirem nts 3 Other Zoning Requirements :4 Underground Wiring Required Lot Slope 1596 SEPA Environmental Checklist/Hydraulics Permit Tree Cutting Plan Plat/Subdivision Requirements 9 Legal Description.Vefification Quit Claim/Street Dedications Easements - Public/Private Engineering Storm Drain Review Fee 414N Engineering 2.2 Inspection Fee , Drainage Plan (On -Site) Setback - To of Bank, Stream, Water Courses Setback - Storm Drain Line Open Ditch - Existing Culvert Required Culvert Size Shoulder Drainage/Shale Open Runoff 21 Catch Basin Required . Driveway Slope & Vehicle Across ct%O-_7 :22- .23 Sidewalk Required :.24 Curb & Gutter Required ... ....... . . . . . . . . . . . . . . . . . . . . . . Curb Cut For Driveway Required I . . . . . . . . Street Paving Required 27... Right -Of -Way Construction Permit Required qEmz- V, Lall IBM* 28 Street Name Sign Required V ..29- Other Signing Required NO - 0 30 Bond Required For Public Improvements 31 FEMA Map Check/Water able -32 - Side Sewer Availability QAe,5Vky+- ctst fng!jjA!�,�t Xl: :-33 Calculate Sewer Connection Fee If No LID #U*%u NO .. MM 34 35 Create Street File Existing Water Main"Size IM 36 Water Meter Size ............... 37 Service Line Size.• .... ... ... ...... Water Meter Charge Required 39: Hydrant Required f 40 Hydrant Size Existing Fire Line Charge Required - Sprinkler w4icw .... ........... .... 42 Street Cut ........ 43 Miscellaneous Reviewed By: V FIRE PLANNING ENGINEERINGY"t I PUBLIC WORKS s; de r tot-2-1-STREET FILE ,_. ., STREET FI F City Of Edmon 1 RIGHTRQF.CONSTRUCTION 1 err/ 90-19� Permit Number i ENGIRIE RIND . Issue Date: %vZ A. Address or Vicinity of Construction: 1407 8 Avenue South of B. Type. of Work (be specific):. Ins tall `New Service C.:Contractor: Washington Natural Gas Company Contact: Gary. Swanson Mailing Address: 815 Mercer Street,' Phone: 224-2080.. State License #: Seltle, WA 98111. Liability Insurance: Bond: $' D. Building Permit # (if applicable); Side Sewer Permit # (if applicable): E. M. Commercial ❑ Subdivision ❑ City Project ❑ Utility (PUD, GTE, WNG, CABLE, WATER) ❑;. Multi=Family ® Single Family ❑ Other INSPECTOR: INSPECTOR: 1 �1 vo nxr,.... r- c: „f It' @Gas —�1 To Cross --- --- -a- APPLICANT TO READ AND SIGN INDEMNITY. Applicant understands and by his signature to this application agrees to ho y the,City, Edmonds harmless from injuries, damages, or claims of any kind or description'whatsoever, foreseen or unforeen, that4 y be 'nude against the, Csity' df Ed,'n�6nds, or any oJits departments or employ- ees, including or not limited to the defense of any legal proceedings inc uddiin aeje� a costs, _and a``ttorne//y fees by reason of granting this permit. THE CONTRACTOR IS RESPONSIBLE FOR WORKMANSHIP AND MATE FOR iA 'PE146 F 1 YEAR FOLLOWING THE FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME 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. i `! 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 inspgctio n purposes. Signature:. Date: November 19, 1991 (Contractor or.&gent) CALL DIAL-A=DIG PRIOR TO BEGINNING WORK APPROVED BY:•V FOR CITY USE ONLY RIGHT OF WAY DEPOSIT: _ NO.. WORK SHALL BEGIN. PRIOR TO PERMIT ISSUANCE Engrg. Div. 1991 FIELD INSPECTION 11 - Route copy to Street Dept.) Comments• Diagram• CONTRACTOR CALLED FOR INSPECTION O YES O NO Partial Work Inspection by P. W.: Work Disapproved By: Date: FINAL APPROVAL BY: Date: Eng. Div. July 1985 w Washington Natural Gas Aw-hr gton Fne WG-paW Addendum to City of Edmonds Right of Way Permit Application Submitted by: Kerry Walsh Engineering Aide Washington Natural Gas 622-6767 x2761 14cT7 �5 pager 969-1686 &A-S WNG to window Water main de - unknown 2—" gas main. 0V,w bi5+ tom-' L h>e-s Key: -w- water -g- gas rss- sewer, y water hydrant 815 Mercer St. (P.O. Box 1869), Seattle, WA 98111 (206) 622-6767 City of Edmonds Permit No:OCUU.��(�/l�(J RIGHT-OF-WAY CONSTRUCTION PERMIT Issue Date: — 0 -6j A. Address or Vicinity of Construction: 1 4 O 7 8 -rk Ay E S B. Type of W ork,(be specific): I m S -r A L l t ►J G U G P c w E R A M 0 'RtPLACIWG 0'V15RHE40 .rK.4dr;'0fMeA C:,, Contractor: N C • n . V Mailing Address: Z 1' O 18 14 v G 4 wAY 9 i (C(ToZG State License #: City Business License #: + ` r ,,' t, )4ii f � �f `• t ' '{' D. Building Permit # (if applicable): Contact: T90 QS KA K. A L C Phone: A-ZS- C-70 - 3Z 14 Liability Insurance: Bond: $ Side Sewer Permit # (if applicable): E. ❑ Commercial ❑'' Subdivision ❑ City Project ❑ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD) ❑ ;Multi -Family ❑ Single Family ❑ Other INSPECTOR: A WK I H Al F. PAVEMENT CUT: ❑ YES NO G. SIZE OF CUT X CONCRETE CUT: , ❑ YES NO G. Mail Approved Permit ❑ Call for Pickup APPLICANTTO READ AND SIGN INDEMNITY. Applicant understands by his/her signature to this application he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or an y-bf its departments or employees, including but 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 FINAL INSPECTION AND ACCEPTANCE OF THE WORK. ESTIMATED RESTORATION FEES WILL BE HELD UNTIL THE FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. 1 ♦ Traffic control and public safety shall be in accordance. with City'regulations as required by the City Engineer. Every flagger', must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. ♦ Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City- approved material prior to the end of the workday - NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. CALL DIAL -A -DIG (1-806-42445555) PRIOR%TO BEGINXING WORK I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE THE PINK COPY OF THE PERMIT AVAILABLE ON SITE AT ALL TIMES FORA INSPECTIONS Signature: Date: (o Z'+ " (Contrac or or Agent) FOR -:CITY USE'ONLY Approved by:1-ir.' ti>2_ Right of way Time Author zed: Void After Dlsru hoe-:FeeLFund:a 11 p. `.i. Special Conditions: sia42 R, w TU .InsDechon�Fee,�?� CIA -,-moo 2n.4 ro 7`N F 4P00puppTbta1Fee PL 4 nr, AND �.'i-en,L FL a�i �x;>tS ..�ea.Receipt No c'�Ssi w,�r LOr�irF�� T/i,i7-ie5 , Issued by: �c ,_.. •l si4-ti.3 T'�ti f trt .11.(l N 1:5E_. 1�?It! . r-ALL ?'11 E' ht tJM gr[QgrlbyM SCiSrF lY t LE X'hlE t13 1 XtS RE'C.T'7©/�l REQUIRED INSPECTIONS: 7 -kc4- Call 425-771-0220, Ext. 1326 for a 24-hour voice-rec ed inspection request line. FINAL APPROVAL OF PERMITTED WORK: DATE: Zka5;- Inspector's Signature Co C:\Documents and Settings\CurtisNy Documents\Fortes\Engnmg\ROWpermit_ doc Revised 10/01/03 WORK IN TRAVEL LANE (MAINTAINING TWO-WAY TRAFFIC, 35 MPH OR LESS) W20-1 m t OR Q -W1-4R 0 z ir f= w W Lv N of (n u- M m pw ®® m� es_ '- 10'®10'® 3;� MIN ® MIN '9011 OT TOOLBAR ACCESS AND CELL NAME SPEED LIMIT SIGN SPACING A. B (FT) SHIFTING TAPER (FT) BUFFER (FT) 6' SHIFT 12' SHIFT 25 200 35 65 55 30 200 45 90 85 35 350 65 125 120 APPROVED AS NOTES►' BY ENGINEERING - Date: ,,.,-..7 11D F 4 HR. NOTICE REG. FOR INSPECTION �7—o�.4FF/C C0^1rkOL 0-W W RES77DA47-70N . w m C� z W 2 f- N r: Ed Ei,4 It ;�.CELL NAME:SRL4 1 PUBLIC UTILITY DISTRICT NO.1 OF SNOHOMISH COUNTY LOCATION 1407 8th Ave S Edmonds WA 98020 South County AREA POLE No. SW 1/4S 25 T 27 R 03 DATE 6/22/05 W.O. No. 347110 REASON FOR WORK -Install Sec UG power ENGINEER Kakaley_ TASK 03 / 06 for 2-lot short plat DRAFTER U.G. NO. conversion for Hawkinson SCALE nts DATE WORK COMPLETED APPROVED DK & GATE PRINTED FOREMAN FEES REQ'D ■ YES ❑ NO PRIMARY OVERHEAD ❑ RESIDENTIAL ❑ COMMERCIAL LEO NO. '=s SECONDARY OVERHEAD BASIC FEE S 'ma '=a METER/CONV. POLE S PRIMARY UNDERGROUND ❑ RESIDENTIAL ❑ COMMERCIAL BASIC FEE S LEU NO. SECONDARY UNDERGROUND BASIC FEE S '@S '=$ UNDERGROUND PLAT BASIC FEE S FT.@S STREET LIGHTING q FT.@S '=8 WORK IN RIGHT OF WAY ❑ PRIMARY ❑ SECONDARY q FT.@S '=S MISCELLANEOUS FEES VAULT S PERMIT S 275.00 job cost S 6950.0( S S TOTAL DUE S 7225.0( DATE PAID RECEPT NO. SERVICE ORDER NO. - I F[,FNn: ENVIRONMENTAL ANALYSIS ■ EXEMPT ❑ NOT EXE`MPT 18 I O.H. U.G. COND. KV ADD CKT. FT. PH REM CKT. FT. PH NET CKT. FT. O.H. U.G. COND. KV ADD CKT. FT. PH REM CKT. FT. PH NET CKT. FT. PERMITS (DATE GRANTED) ❑ TREE TRIM ❑ STATE ❑ COUNTY ■ CITY EASEMENTS ❑ REQUIRED ■ NOT REQUIRED DATE RELEASED FOREIGN CONTRACTS ❑IVERIZON JPN NO. ❑ CATV JPN NO. ❑ JOINT TRENCH VERIZON & CATV ❑ JOINT BORE VERIZON & CATV POLE STENCILING FROM TO TAKE OFF POLE PRE-CONST. REQUIRMENTS ❑ TREE TRIM ❑,PUD LOCATOR ❑ BACKHOE ■ FLAGGING ❑ ONE CALL DATE No. not re ulred READY PHASING GIS WORKING 1 LINE FINISHED POLE/ XFMR JOINT USE LOCATION MAP PAGE 474G-1 o EXISTING POLE X EXISTING POLE -TO BE REMOVED • NEW POLE X NEW POLE TO REPLACE EXISTING POLE DATE6• ii.- Or SUBSTATION Westgate CIRCUIT NO. 12-406 PHASE 1 ENGR'S TEL. * 425-670-3214 1 ENGR'S PAGER * [i25-787-7523fl N NOTE - 162" 66r 3' PVC 'FROM POLE TO PED LOCATION, -INCLUDING (2) DRIVEWAY BORES, TO BE DONE BY { PACIFIC CABLE TASK 03 i RMV 10KVA 120/240V SINGLE PHASE XFMR DIST • 10-344230 SER HANG NEW 25KVA 120/240V SINGLE PHASE XFMR DIST • 25— i SER VOLTAGE / TASK 06 INSTALL 3' SEC RISER AND SET UG SEC PED(1U705) AS STAKED AND RUN — 2001OF 350KCM AL TPX FROM XFMR TO PED 16211 of 3" PVC (including trenching \ and �(2) driveway bores) by Pdo3.f is Cable r 0 1818-I8/�2 SL-720-D 132 8 FU65 �r I I Li 13-159 14th St SW 3-158 � 25-823 1405 SL-17462-D� E-2452� 1407 1411 RMV -16338m 25 SHEET 1 OF 1 00o r,L o / N N N ww a '�{ ,... -:, _ ... ,r .v, .. rfR 1 .,u''', .0 ..y +r,, tr.''�/.., `tea • .,.., ..=t.9v;a' Y�•;. � ,. � •�Y �i - r,. ,; j""r Cit Y of Edmonds Per t No: �' RIGHT—OF-WAY CONSTRUCTION PERMIT. Issue Date: A. Address or Vicinity of Construction: ' L4 a� O V-� V� J i B. Type of -Work (be -specific): ) � ST 5 W d� I C� )r) I L n, UG -S C. Contractor: S?aA,1_aC_V) G Yl Z Conta kt: C)� Q 1 b1(J& - Mailing Address: (" &2, Phone Q State License #:' ' L d AkLiability ,1 Insurance: Bond: $ City Business License #: D:---:Building Permit # (if applicable): Side Sewer Peririit #t.(iiff applicable): E. 0 . Commercial ❑ Subdivision ❑ City Project ❑ EUC (PUD, VERIZON, PSE, COMCAST, OVWSD) ,r Multi -Family ❑ Single Family ❑ Other INSPECTOR: #A u%AC t N S F. PAVEMENT CUT: U Y ES ❑ NO CON 'BETE CUT: El YES ❑ NO G. EliI Approved Permit ❑ Call for Pickup j G. SIZE OF CUT X INDEMNITY Applicant understands by his/her signature to'-tkis'applicaton.;helshe holdsvthe City. of -Edmonds harmless from _. injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmon'4or any of its departments or employees, including.but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason ofgranting 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 FINAL STREET PATCH IS COMPLETED BY CITY FORCES, AT WHICH TIME A DEBIT OR CREDIT WILL BE PROCESSED FOR ISSUANCE TO THE APPLICANT. ♦ Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion.. of the required training in their possession. ♦. Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City - approved material prior to the end of the workday - NO EXCEPTIONS. ♦ Three sets of construction drawings of proposed work are required with the permit application. 1 CALL DIAL -A -DIG (1-800-424-5555) PRIOR, TO BEGINNING WORK I HAVE READ THE ABOVE STATEMENTS AND UNDERSTAND. THE PERMIT REQUIREMENTS AND ACKNOWLEDGE THAT I MUST MAKE, THE PINK COPY OF TH�En P-ER %MIT AVAILABLE ON SITE AT ALL TIMES FOR (INSPECTIONS Signature. QQ-��-�� Date: 7 � -/ Contractor or A' ent c , `FOR`G•ITYsUSE ONLY Approved by: t Right of way Fee.,b►� `�ArT 1S=°. .' Time Authorized: ord Affe'r r l � Z a5' 0 sruphona:Fee/Funda'11; 0 Special Conditions: sT+� +Z - O Gf tInsp66-4 fi��Fee:2lZZ •� .�' _, / uo nlbt T Total Fee 7f� .i�►= r� I mod. 3 . IWA r 1�.� r-A i V- - 'SFr• Me Receipt No i-7 �VsTE. -ts :VIE , CcEA+2" 3t7 Issued by t r� G/ - t, �' 1 �,�1 NFcpuy :M APRZOY,0.Z, K.A-kS t.. zt r, r. N �-'`' 'ntcJ�ci t'3ft RE-LzW ,;�i ti t: REQUIRED INSPECT4ONS: (�' t F190G. Call 425-771-0220, Ext. 1326 for a 24-hour voice -recorded inspection request line. , r FINAL""APPROVAL OF PERMITTED WORK: DATE: /� Inspector's SignatureNO WORK SHAI.L BEGIN ' PRIOR TO PERMIT ISSUANCE CADocuments and Settings\Curtis\My Documents\Fo=\Engnrng\ROWpermit_.doc �, Revised 10/01/03 - ' c11li:,UU6_pulp,a/syc�nanla1lnlwN Page 1 of 1 0" !ow- o 00r. (BIRCH RD) N 6 oot B°w-3O 223 ST i m SW. •'a NR t V Q 729 9520722 "-pE /P /LlS' N CI / 1 5 • O 185V ' T //4'•PEIP12f. !►EI tZ% , 519841l-NL m{II 51VVN-YL 4513 11q cU- I7, 715 2(=- 2000 718 d vIa 3 01 �!4[•/OT'i1/ IV z 'D 1p o b tv ✓41 ago m \ ,tea m I 13 = WY �" S W m �h rN a •�-6SiV ROPE% 2"MPE IP 22'N f" PE !P L gt �_ `� ` 107009042-00 �102 0 4 !o 96�N� i1B 6zB zee 9E8 048 7 i p tf E[ gGZ'S 1� So9 Oss.. 851 ova eas •' m o s� (LARCH ST �W�r) w J za ( -1 SW W. pLw r�9 7135 7irr 7Gi T65 t T �Il 3 P / iOYV pe M 1p lq 111N mK 69 I 19G -� 3s!ft ��.N a r l202ED 2 PEutisth6 7%v �� • Of • ♦ • • I • JOW 405 al' o¢B r 4 N , �� a62- COX 3Q /9q s� Qij c r / ,1 1 _ � � O ►8 � �02 S s O � d rb 4b /me M a 3 b or 6o'sA a V O Ze /9ro/ - 0 In W W �JSL tq7l = z 2_s3 ld MI 7 ` ' \q0dl ,J •1xQ 94�bN '9 l0 � rs"171•N j �� ♦. �3/4=26c�'S�J 7 IM 4. �) S- tv7o P� 418N -far 71 p��Q /96Z 27.9: 3/4 =� O� S — y q. l9 14 WY SW • ui o, 1 �bN 1 /1>OfTNm fV 94=3H9ti5 S TW /P / 5 a p" Tt`l�'N 9/d /96/ DEPTH OF ASPHALT CONCRETE PATCH SHALL MATCH EXISTING PAVEMENT DEPTH WITH 2' MINIMUM ON COLLECTOR STREETS AND 3' MINIMUM ON MAJOR ARTERIAL STREETS EXISTING ACP u 0 FINAL JOINT SHALL BE SAW CUT AND ALL EXPOSED EDGES SHALL BE TACKED NEATLY WITH AR-4000W, (SEE NOTE #3) 4. \\F- e. ,Q a °•' d• a• 9. ° '. °•' °• •A ' ' ° e 'a d 6' MIN DEPTH 1 1/4 MINUS CSBC °o o 0 REFER TO THE CITY OF EDMONDS MODIFICATION TO SECTION 9 OF WSD❑T'S STANDARD SPECIFCATI❑NS FOR BACKFILL MATERIAL GRADATION, IMPORT OR NATIVE MATERIAL. SHALL BE COMPACTED TO 95% MAXIMUM DENSITY, (SEE NOTE #2) NOTES: 1, SEE CITY OF EDM❑NDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECFICATI❑NS FOR BACKFILLING REQUIREMENTS, 2, SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANY DOCUMENTING BACKFILL MEETS A MINIMUM 95% DENSITY PER ASTM D 1557, 3, FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIF❑RMILY SEALED WITH CRS-1 OR CRS-2 SEALANT. REVISIONS APPROVED BY DATE D. GEBERT 07/29/05 IU90-199U DATE STANDARD DETAIL TYPICAL ACP AND UTILITY PATCH SCALE NTS DWG NO. EZ.3 7/24/01 Nols: Pllchuck-Contractors, Inc. xo Job # 109023959 July 28, 2005 Sheet 1 of 1 Rob Inglis '0"°`" NOT TO SCALE av3Fm s MIOM avow b 0 r av3Hv Z avoa sl WORK AREA 3'X5' t FE- P— S D I'-c O� D CHANNEUZATION DEVICE SPACING MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 i IN 1. All signs and spacing to conform to the MUTCD and City of Edmonds Traffic Control specs. 2. Channelizing devices are 28" traffic cones. 3. All signs are 48" x 48" B/O unless otherwise specified. 4. Alert affected residents. 5. Work to take place between 9 a.m. And 4 p.m. 6. Two Flaggers wil control alternating one lane traffic. 7. Work area will be 10' W of C/L of 8th Ave S & 145' N of C/L of 14 St SW. ,�r,PPg�':`:,D AS NOTED 8Y t:.�GINEERING Da$0:....,_ 2 R, NOTICE REO. POI _INSPECTION "VEL I/N 5' PLANTER # 109023959 4 ET FIM 'I lip USE PERMIT CITY OF EDMONDS ZONE s--'� NUMBER CONSTRUCTION PERMIT APPLICATION J0B ' / F ���yyy SUITE/APT# OWNER NAME e//NAME-OAF BUSINESS ADDRESS `2 / 1 / — J Y J 'S• Q l P4 1 / PQ I C LEGAL DE C PTION CH•••ECK Slj$DIVI Q�10 LID NO. ZMAILIN ADDRESS (��,Jp J1 T�f o I M I oQ va) G tq v L PUBLIC RIG AY PER OFFICIAL STREt; TESCPApprove0 ❑ CITY ZIP TELEPHONE NUMBER RW Permit Required X � EXISTING REOU 0 DEDICATION Street Use Permit Req'd . ❑ 7 PROPOSED Inspection Required NAME I Sidewalk Required ❑ C_> REMARKSUj ycc w ADDRESS Z a 0) 0- i,5 S 5 a CITY ZIP TELEPHONE NUMBER (U I��mW vc rcl" g8a v 3.S 3 - pS 3= I Alm NAME HART C OhST r V CT I (� h rME EERING MEMO DATED IEW BY cc ADDRESS /j/��/ 0 Pole oX 6 L�J/`% SIZF11 BUILDIN5 SUPPLY SIZE NO. OF FIXTURES CITY q QZIP TELEPHONE NUMBER ^� I I /� W OMVkI'Tco /C��"5�3—OF�d� REM Xs/ A 3 STATE LICENSE NUMBER I �/ y eMb RE D H / / C_ V % 1 O l� � SIGN AREA SEPA REVIEW ADB NO. Legal Description of Property ALLOWED PROPOSED COMPLETE EXEMPT g p p yam�^^- include all easements �-----._� OZ O'r 3 PQ I (` J %J � Q 11/ 1 S I p y, X SHORELINE # v V O r?1 ►1 O 1 rV E%VARIANCE OR CU P .1 X NNING REVIEW BY DATE w ' 0 c S CC S -�•N� j�J ? E 1 r• •n SETBACKS —FEET / HEIGHT LOT COV R E LU FRONT SIDE Z REAR 35 Z Tax Account Parcel NO. REMARKS g wV e�r- g - /.s`- 8 ; Tr,Ce� s lza l l NEW ® RESIDENTIAL - PLUMBING .Dr Sep✓e$' ma QS Q' I-.1•• L. 1:1! ✓ ern n �w dons uGi¢ ov, , ADD/ALTER COMMERCIAL MECHANICAL IJ REPAIR APT. BLDG. SIGN GRADING CHECKED BY TYPE OF CONSTRU 1CTION CODE HEIGHT DEMOLISH CYDS. El FENCE x _FT) � / 14 ' CARPORT SWIM SPECIAL INSPECTOR AREA OCCUPANCY REMODEL GARAGE POOL OCCUPANT REQUIRED � GROUP j/�� LOAD WOOD STOVEI F7 RETAINING WALL/ 13 YES �( INSERT I I ROCKERY RENEWAL REMARKS •` (TYPE OF USE BUSINESS OR ACTIVITY) EXPLAIN: PROGRESS INSPECTIONS PER UBCi 305 Z y NUMBER OF STORIES NUMBER OF �jQ/99i9� �,�,� CD o DWELLING m UNITS 1 0 DESCRIBE WORK TO BE DONE (ATTACH PLOT PLAN) ' 6v t )a a r)a I y 3.2 0 Aous e- w,T* k FINAL INSPECTION REQUIRED OWMWAMISMIM G"i(GCkcc 3p cr e. VALUATION FEE PLAN CHECK FEE' 3r� C G .� SO BUILDING 1497, 003 /� / / / �I/n / PLUMBING (�D 1 / rrr��� 39 Plan Check No. O/ S / MECHANICAL 27 This Permit covers work to be done on private property ONLY. GRADING/FILL s� Any construction on the public domain (curbs, sidewalks, Wes. — driveways, marquees, etc.) will require separate permission. STATE SURCHARGE 1 / Z Permit Application: 180 Days �v0 Permit Limit: 1 Year - Provided Work is Started Within 180 Days STORM DRAINAGE FEE o"!, "Applicant, on behalf of his or her spouse, heirs, assigns and ENG. INSPECTION FEE successors in interest, agrees to indemnify, defend and hold w harmless the City of Edmonds, Washington, its officials, Qemployees, and agents from any and all claims for damages of owhatever nature, arising directly or indirectly from the issuance /-� of this permit. Issuance of this permit shall not be deemed to PLAN CHECK DEPOSIT �J cD1l� , modify, waive or reduce any requirement of any city ordinance (/�Q Z nor limit in any way the City's ability to enforce any ordinance TOTAL AMOUNT DUE provision." I hereby acknowledge that I have read this application; that the information given is correct; and that I am the owner, or the duly ATTENTION APPLICATION APPROVAL authorized agent of the owner. I agree to comply with city and THIS PERMIT state laws regulating construction; and in doing the work authoriz- AUTHORIZES This application is not a permit until ed thereby, no person will be employed in violation of the Labor ONLY THE signed by the Building"Official or his/her Code of the State of Washington relating to Workmen's Compensa- WORK NOTED Deputy; and fees are paid, and receipt is tion Insurance. INSPECTION acknowledged in space provided. SIGNATURE (OWNER OZaAl,,_ NT)-�} DATE SIGNED DEPARTMENT �Co�Trt� CIr g— 3(�"9/ CITY OF OFF I L' SIGN TURE ATE EDMONDS. ' 0 17 91 ATTENTION CALL FOR fa.ELEA D B DATE INSPECTION r� IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR 771-3202 ORIGINAL —File YELLOW — In pector A CERTIFICATE OF OCCUPANCY... u4S BEEN GRANTED. UBC CHAPTER 3. t02s7 PINK — Owner GOLD - Assessor SPEGIFIGATIONS A. GENERAL CONDITIONS All materials and workmanship shall conform to the requirements of the IBC, IPC, IMC, NEC, IFC (latest editions) including state amendments, and to applicable county ordinances. Do not scale drawings. If dimensions are unclear, contact architect for clarification. B. GENERAL PROVISIONS I. CLEAN UP a. All work at the completion of each phase shall be cleaned up and all debris shall be hauled away to an approved dump. The job site shall be kept neat and clean at all times. 2. EARTHWORK a. All exterior footings shall be placed a minimum of 15" below finish grade or at local frontline: all interior footings shall be 12" minimum below existing grade, or compact all bearing and fill surfaces to c15% dry density. b. Control dust as necessary and required by authorities. 5. ASPHALT a. N/A 4. CONCRETE AND REINFORCING a. Concrete work to conform wlth AGI "Manual of Standard Practice". 5. MASONRY a. N/A 6. 510ING a. Siding and Trim shall match existing residence and be installed to blend Into existing. b. Siding underlayment to be minimum 'Tyvek' house wrap or as per siding mfr recommenations. c. All fasteners shall be galvanized as per mfr. recommendations. Conceal all fasteners. d. Flash all joints with other materials per mfr. rec. and 5MAGNA standards. 8. FINISH CARPENTRY AND MILLWORK a. All workmanship and material shall conform to "Manual of Millwork" of the Woodwork Institute. b. Provide full shop drawings for all cabinetry. Drawings to Include plans, elevations, and relevant details. c. Entry Door - Owner to Select d. Hardware: Owner to select. e. Cabinets: Owner to select. q. INSULATION a. Wall - R-21 kraft faced fiberglass butt insulation, UNO - Sound batty at all bathrooms, bedrooms and utility room. b. Gelling - R-58 kraft faced fiberglass butt Insulation, UNO. - R-50 kraft faced fiberglass butt insulation may be used at vaulted callings. c. Floor - R-50 unfaced fiberglass batt insulation W/ 4 mil. polyethylene, UNO. - sound butts at all upper floors over living spaces. d. See plans for extent. e. Provide I" min. airspace between insulation and roof sheathing at all roof / telling conditions. Verify insulation does not block or cover attic vents. 10. ROOFING a. Asphalt - Owner to select style 1) Manufactured by: Owens Corning or equal 2) Color: Owner to Select, Match existing. b. 2 layers 50# felt underlayment or per mfr. rec. c. Flash all valleys, wall/roof Intersections, an d edges as necessary. All flashings shall be in accordance with 5MAGNA standards. d. Roof assembly shall be Installed as recommended by manufacturer, and shall qualify as Class A if required by local jurisdiction. 11. SEALANT a. Seal openings and joints and make building weather and water -tight. Use sealant suitable for materials and conditions. b. Color shall blend with adjacent materials. 12. DOORS a. Solid Core - Front door and garage entry door per plans. Garage door to be 30 min. rated with closer. All interior doors to be solid core. Submit sample to owner for approval. b. Hollow Core - c. Sliding Glass Doors - Vinyl to match window system. d. Guarantee - for one (1) year against warping exceeding 1/4" in 8'-0". 15. WINDOWS, GLAZING a. Provide windows per plans. Wlndows to be wood with vinyl or aluminum cladding, or vinyl dual glazed windows with fins for face mounting. b. Frame Color: Per Owner c. (Slazing: Dual, Clear. d. Window assembly U-Value per state energy code minimum requirements. 14. DRYWALL a. Walls - 1/2" on studs at 16"oc and 5/8" on studs at 24"oc. 5/8" Type X where indicated. b. Collings - 5/5" at all ceilings. Type X where indicated. c. Provide corner beads at all exposed corners and edge beads at all joints to other materials. d. Install per manufacturer's instructions. e. Use water-resistant gypsum board at bathrooms and other wet areas. f. Submit proposed product data to Architect / Owner for review. Verify that no products used contain asbestos. g. Texture - Collings and Walls: Per Owner Selection. 15. TILE a. All counters with tile shall be tile thinset over cement board. b. All floors shall be thinset over appropriate substrolt. c. All walls shall be thinset over water-resistant gypsum board. d. Shower Floor to be Mudset. e. Tile Selections- Kitchen Counters: Per Owner selection Floors: Per Owner Grout: Per Owner. 16. VINYL FLOORING a. Utility Room - Owner Select b. Installed per manufacturers recommendations 15. FLOORING a. Carpet and pad to be installed per manufacturers recommendations. b. Product: Owner Select c. Wood Flooring to be Installed per mfr. rec. d. Product: Owner Select la. PAINTING a. Clean, patch and prepare all surfaces to be painted. b. Do not paint factory -finished items unless noted otherwise. c. Provide a minimum of two coats on exterior and Interior surfaces In addition to proper primer. d. Prime all galvanized metals with appropriate material. e. Interior and Exterior paints to be acrylic latex as suitable for specific location and use. f. Interior walls to be flat, except bathrooms, kitchen, and laundry which shall be semi -gloss enamel. g. Colors: Interior Walls: By Owner Interior Trim: By Owner Exterior Body: By Owner Exterior Trim: By Owner h. Stain / Sealer to be appropriate to installation and Installed per mfr. rec. 20. INTERIOR TRIM a. Door, window, base and mist. trim to match exist. residence. b. Style: By Owner 21. PLUMBING a. Provide systems complete including fixtures, shower, hose bibs, stub outs, cleanouts, wastellne, venting water heater, gas piping, etc., as required. b. Contractor shall be responsible for system layout and design, and shall provide any required layouts or isometric drawings per local jurisdiction. c. Fixtures shall be American Standard or approved equal. 1) Toilet: Owner Select 2) Pedestal Sink: Owner Select 5) Tub: Owner to Select 4) Shower: Owner to Select 5) Kitchen Sink: Owner to Select 6) Fixtures: Owner to select. 'i) Garbage D1sp.- Owner Select d. Clean, sterilize and test system. 22. HEATING AND VENTILATION a. HVAC system shall be gas fired forced air or as per existing. Existing system may be enlarged or a separate new system added for new areas. b. Contractor shall be responsible for system design and layout, and shall provide any required layout drawings required by local jurisdictions. c. Install system per manufacturers recommendations. d. Kitchen exhaust fans to be 100 cfm min. - all bath and laundry exhaust fans to be 50 cfm min. e. New bath exhaust fan to be 158 cfm min. per Edmonds Ventilation req. 25. ELECTRICAL a. Install lighting and power systems complete Including electrical panels, switchboards, meters, telephone wiring, cable tv wiring, hookup of kitchen equipment and appliances, connections to related trades, testing and design. b. Provide panel layout, circuit layout and wiring diagrams as required by local jurisdictions. c. See Electrical Plan for locations and types of fixtures. 24. APPLIANCES a. Owner to select all appliances. b. Contractor to install all appllan 25. FIREPLACE a. Existing fireplace to be rel oted. Install per mfr. rec. PROJECT TEAM ARGH I TEGT GONGEPT ARGHITEGTURE, LLG 2cilq 12-1TH AVE NE LAKE STEVENS, WA g8258 425.737.6476 5TRTUGTURAL ENOI NEER BTL ENGINEERING 15620 NE WOOD I NV I LLE-DUVAL PL. SUITE 3 WOOD I NV I LLE, WA g8072 425.814-8448 SITE PLAN NOTES I. ALL UTILITIES ARE EX15T. TO REMAIN, CONNECT TO NEW A5 NEC. 2. FIELD VERIFY ALL UTILITY LOCATIONS AND INFORM ARCHITECT OR OWNER OF ANY D I5CREPANC I E5. 5. SLOPE GRADE AWAY FROM HOUSE 1% MIN. AND 5WALE A5 NEC MAINTAIN DRAINAGE AROUND 5TRUCTURE TOWARD LOW POINT OF SITE. 4. EX 15T I NG DRAINAGE AND GRADE TO REMAIN, TYP. NDEX TO DRANING;15 SITE INFORMATION ARGHITEGTURAL A-1.1 IQ A-1.2 SITE PLAN, 5 I TE INFORMATION EROSION CONTROL LAYOUT A-2.1 LOWER FLOOR PLAN A-2.2 UPPER FLOOR PLAN A-2.3 ROOF PLAN A-3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR ELEVATIONS A-4.1 BUILDINO SEGTION A-5.1 FOUNDATION PLAN A-5.2 UPPER FLOOR FRAMING PLAN A-5.3 ROOF FRAMING PLAN A-6.1 ELEGTRIGAL PLAN A-6.2 ELEGTRIGAL PLAN ENERGY AND VENTILATION ENERGY CODE COMPLIANCE 5HALL BE A5 PER TABLE 6-1 OF THE WASHINGTON STATE ENERGY CODE 2005. MINIMUM INSULATION (R) VALUES OR U-VALUES OF COMPONENTS 5HALL BE A5 FOLLOWS: GLAZING, VERTICAL (U-VALUE) 0.55 GLAZING, HORIZONTAL(U-VALUE) 0.55 DOOR (U-VALUE) 0.20 CEILING INSULATION R-58 EXTERIOR WALLS R-21 FLOOR R-50 VENTILATION SHALL BE A5 PER THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE SECTION 505. PROVIDE WHOLE HOUSE VENTILATION 5Y5TEM IN ACCORDANCE W/ 505.4.1, INCLUDING EXHAUST FAN, CONTROLS, DUCTS, AND PROV1510N5 FOR OUTDOOR AIR INLETS. HVAG SUBCONTRACTOR TO VERIFY REQUIREMENTS AND PROVIDE COMPLETE 5Y5TEM. STRUGTURAL 5-1 STRUGTURAL NOTES 5-2 STRUGTURAL DETAILS 5-3 STRUGTURAL DETAILS 5-4 STRUCTURAL DETAILS PROJECT LOCATION 140-7 BTH AVE S 114TH 5T. 5W. } }- } H /$T,y ST � = [� SW N 15TH 5T. tkN H d) VICINITY MAP NO 5GALE I Q 0 Z Ce7^.I►IAN AFN / TAX ID LEGAL DESG. BUILDING AREA EX. LOWER FLOOR NEW LOWER FLOOR TOTAL LOWER. NEW UPPER FLR. GRAND TOTAL TOTAL NEW ONLY GARAGE EXIST. LOT ,AREA MARK AND JEANINE JANSEN 1407 5TH AVE 5 EDMONDS, WA g8026 27032500315g00 5EGTION 25, TN5HP 27, RANGE 3, 5W QUARTER. LOT I, G I TY OF EDMONDS 5P 5-2004--10 PEG AFN 200412015004 AND GORR. PER AFN 2005050407ci I . BE I NC A PTN OF 5E 4, SW4. 1,425 5F 630 5F 2,055 SF 861 5F 2,q 14 5F 1,4q 15F 384 5F 8,075 SF (0.15 AG) EXIST. RESOENGE 1,8b,-j/SF NEW ADDITION 630 SF TOTAL BLDO. GOV. 2,437 5F (50%) FLATWORK 78 I 0 TOTAL IMPERVIOUS 5,218 5F ZON I NC R5-8 BUILDING OGCUPANCY R-3 BU I LD I NC TYPE TYPE VB �A CODE USED /003 1 B STATE DE5GRIPTION OF WORK: TWO STORY ADDITION TO EXISTING SINGLE FAMILY RE51 DENGE. ADDED 5PAGE5 I NGLUDE TWO BEDROOMS, BATH AND ADDITIONAL LIVING AND D I N I NC 5PAGE5. Zone 2 Corner Flag--. Setback Re uir d Actual Front Sides Rear �AL- Other � He��t EXIST. SEWER LINE TO N 88d 15'50" W SMALLEST REGTANCLE REMAIN, TYP. 115.50' SURROUD I NO HOUSE EXIST. WATER LINE AND METER TO REMAIN, TYP.EXIST. EXIST. FLATWORK TO -- ------------ G ------ - - _ _ _-- _ u-� - qa.8' � I CAS LINE TO REMAIN, TYP. REMAIN, TYP. --------------------- DRIVEWAY RUNOFF I ! ----------------- -- i i EXIST. POWER, PHONE, DIVERTED TO EXIST. DRI\/E!I�Y NEW 3' ' GONG. GABLE TO REMAIN TYP. ' GATGHBASIN TO -------- REMAIN, TYP. SLOPE T.S;. ---�`� �-DN ' EX I ST. ARAC� F TWO K. ; PROPERTY LINE TYP. I C I O TH AVE. S I D `.`. i � i SETBACK LINE, TYP. � i \ EXIST. GATGH BASIN TO REMAIN, TYP. EXIST. FOOTING DRAINS kINS R1,,) " TO REMAIN, TIE ANY REG2 . NEW FOOTING DRA I N5 ' I SYwii INTO EXIST. ! EXIST. 24"D I A X 40' LONG i ! DETENTION PIPE TO REMAIN, TIE ALL NEW I ! ! DRAIN LINES INTO EXIST. SYSTEM, I I I I I I I I I ! ! aSTONE a. HEI&HT GALOUL AT I ON . Owner to Select. b. Install per mfr. rec. and per code requirements. FOOTING TO BE, MEAN ELEVATION: N O 1 d 15' I O" E A 141.6 0.00 B qq.2' D qq.8' IN AS 3Q8.4 / 4 = gci.6' PREVIOU LY APPROVED BY G I TY EDMONDS, ALLOWABLE HEIGHT - 25.0' TYP. ALLOWABLE ELEVATION - 124.6 PROPOSED ELEVATION - 124.375' < 124.6 OKAY NOTES: - EXISTING TOPOGRAPHY ESTIMATED FROM PUBLIC, TOPO MAPS. TOP OF 5LAB AT GARAGE ENTRANCE USED FOR DATUM. - EXISTING GRADE SURROUNDING BUILDING 15 EXISTING AND 5HALL REMAIN. - 5EE BUILDING EXTERIOR ELEVATION FOR VERTICAL D I MEN51 ON5. i I I I I I �T I � I REMOVE AND! REPLAGE EXIST. GONG. (WALK TO ALIGN W/ NEIJ ENTRY STRUGTURE. -r--_� I i I I NOTE: ALL EX 1 ST I NC DRA I NACE TO REMAIN AS EXIST.. NEW CUTTER DOWNSPOUTS TO TIE 11,1-r/) =VI!_•-r r-)r) A Ihl A /--= I3 3 ri Oyu _.. _.. -- ---------------- ----- ------- I CQ ----- _ - SLOPE ---------- LOPE _ II - - ---- ----_ qq.6' I APPROVED BY i�1-ANNING � o 0 v DN TYP. - A EXIST. GRADE, TYP. N bad14'50" W GANTI LEVERED )- 115.45' F I REPLAGE < o "'2� , 0 TED '-- ty EN ING j i ' L 112006 nG �klll_rnple. E l,',iPAf'l;AEN, "��V75- ju! 21 Oro' FILTER FABRIC --- SECURED TO 2' X 2' 14 GA. WIRE FABRIC EQUAL 2'X2'WOOD DR. EQUIVALENT e'— 12' • M ,• � v a;all r.� � �I I s -�� -,•iM II 1}' 1 Ut 1> Igo 1 wl 71" 71 aM3m 1 S "i M ZD I tU FILTER FABRIC MATERIAL IN CONTINOUS ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. WIRE MESH SUPPORT F TO SUPPORT FILTER F BURY BOTTOM OF FILTER MATERIAL 8' TO 12' ,F, ..!►V 2' X 2' WOOD POSTS OR EQUIVALENT CONTRACTOR/DEVELOPER SHALL MAINTAIN AND REPLACE STRAW BALES TC1 DISURE PROPER EROSION CON I CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. Jill STAN DAR D D ETAI L sy ` FILTER FABRIC FENCE FILTRATION SYSTEMS ��g0••-�9g� 7/84/QS NTS' E1.1 I ,I i I i FILTE SOC OVER 7LOW �I I .16 TGH IASIN ` NIN '•�'yt.+-•.�� • •ti 11. ,-F'r-i :• I I y7ru _' •�'� "S +Rf �+,• "•ir'� i JL +ri�,� .� -r • i'�-, �'� -i- - fir+• �•� -' S �• - y •r►i. I4 • + -•T, Yam' ti �_ • PLACE FILTER S❑Ci{ BETWEEN FRAME AND GRATE. PLACE 7re8' WASHED GRAVEL I 3-4 INCHES HIGH AROUND CATCH BASIN TO FILTER WATER, � STRAW DALES' MAY AE USED IN CERTAIN CIRCIJMSTA.NCES (SEE DETAIL E1,IJ1 UPON APPROVAL OF CITY ENGINEEf .OP HISI,? ER REPRESENTATIVE. THIS APPLICATION SHALL BE MAINTAINED ATALL TIMES DURING C❑NTRUCTI❑N PERI❑D. i CITY INSPECTION REQUIRED ON ALL ER❑SI❑N coNTROL NEASURES BEFORE �Of k CAN BEGIN, -- - 1.T F. REVIS10.1\15 STANDARD DETAIL. D. IGEDERT 10/15 10S '.I Il. GEEE] T n4f19V05 QAIFi 17rfM/oi NTc 4r� �°. E'1-� p BINDING WIRE OR EXCAVATE TRENCH W DEEP TWINE WHERE STRAW BALES WILL i BE PLACED AND STAKE BALES. �I COMPACTED SOIL TO PREVENT PIPING �i 1 CROSS SECTION OF A PROPERLY INSTALLED STRAW BALE BARRIER 1 ,i 1 "1R (lfi STRAW BALES AS REQUIRED. vl;; --II.Fil PROPER PLACEMENT OF STRAW BALE BARRIER IN A •DRAINAGE WAY CONTWTOR/DEVELOPER SHALL AM AND REInACE STRAW BALES TO INSM PROIIER EROSION CONTROL CITY INSPECTION REQUIRED ON ALL EROSILDI CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. y: C. I N% STANDARD D ETAI L STRAW BALE DAM FILTRATION SYSTEMS �880— I BBO 7/24/M 1 am NTSrm no' E1.1.1 PROTECT EXIST. GATGH � BHSINS PER GIN REQUIREMENTS, TYP. � I i I I I L — — — — — — — — — — — — -- *'�\ I I I I I— 0 51 TE FLAN I/811= I I -oil I I IOWNER/CONTRACTOR IS RESPONSII FOR EROSION CONTROL AND DRAIw � 24 Hfl. NOTICE REQ. FOR INSPECTION APPROVED OTED �N IN i i n 0 2 cc tl..1 n w cz c+a m oc� ■ ■ { J� A■ M i' � II Q R C IV C FV . LIJ JtU 2006IT L�' . ; o �, DUI UIN DEFT. 0 �aaa Pm9T ti�;r oFILE RECEIVED J U N 2 7 2006 BUILDING DEPT. YIN IA ­ I j�'t. 17. "j'­f i1x 04 jk �43 J. -F Y to. 4. r ,v:p j"- ic 7'r J�j 00, - �7,7 i w X1 Ir Wx iN v.. -41 iw 'le my .4A Z il o., UA; all, i-p �1.4: vik A ?;, Ito!, 4 1 4 ac Al "'p, We -v tw� f:. ,4 V... - V �o :'i; . 4' 0 7 Ak, J. tj 70 elk rs 00 ifi e r f;p .. .. ..... jm rl � �fll '77 V7. Ll j, �rl PA Ir AQ N A va S T olols' Id 4e � V. TREET FILE C ly A t`.� j `-1 7 44