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8710 OLYMPIC VIEW DR.PDFiiiiiiiiiiiiii 12647 8710 OLYMPIC VIEW DR PLANNING DATA SINGLE FAMILY RESIDENTIAL STREET FILE --- Name: �G�n Date: -- ---- Site Address: % -7 to v'b --- Plan Check Project Description: FPvn'� Reduced Site Plan Provided: 0/ NO) rZoning: g S- ( 2 Map Page: Corner Lot: (YES / 1f6 --- Flag Lot(YES O) Critical Areas Determination ti: �7 0 1 1- Dom_ ❑ Study Required Waiver SEPA Determination: 6Txempt ❑ Needed (for over 500 cubic yards of grading) ❑ Fee ❑ Checklist ❑ APO List with notarized form Required Setbacks cv 5k e dIO Side: s Rar: ( VS /42 Actual Setbacks Street: Side: -f- Side. 2 S- 3 Rear: ❑ Detached Structures: ❑ Rockeries: ❑ Fences/Trellises: ❑ Bay Windows/Projecting Modulation: ❑ Stairs/Deck: Suildin Height _ Datum Point: S� C t(ivl (w Datum Elevation: Maximum Height Allowed: 2 �� I Z g A Other Parking Required: Z Parking Provided: 2 Lot Area: ( q Maximum Lot Coverage: 35% Proposed: �� 6 Lot Coverage Calculations: 04J Se -40 f G, + C)& ADU Created: (YES J O� Subdivision: Legal Nonconforming land Use Determination Issued: (YES kNa On 11& vwn w k ,r- (,e d o V,.e p�e f Comments co/1 Joy 6�fe1 B ,)S; tfe w, 6 063 �) 14di) 4-f- C 4,(cr L - 114- g- r0o IZ1�- 03 , ,``.�.5 Im Plan Review By: Plarvirq Data Form 04-11-06-doc t_- GENERAL NOTES: 1.0 GENERAL THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. 1.1 CODES ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF EVERETT: 200q INTERNATIONAL BUILDING CODE (IRO), AS AMENDED AND ADOPTED BY THE CITY OF EVERETT AND THE STATE OF WASHINGTON; A.G.I. 318, A.I.S,G. cITH EDITION, AND A.I.T.C. 3RD EDITION. 1.2 DESIGN CRITERIA A. LIVE LOADS ROOF (SNOW) 25 PSF FLOOR RES 40 PSF FLOOR DECKS 60 P5F B. LATERAL LOADS: WIND DESIGN CRITERIA: I. BASK WIND SPEED 65 mph 2. WIND IMPORTANCE, I N = 1.00 (CATEGORY 11) 3. WINDOW EXPOSURE 'B' 4. INTERNAL PRE5URE COEFFICIENT N/A (SIMPLIFIED WIND LOAD METHOD - 1601.6) 5. COMPONENTS AND CLADDING ZONE POSITIVE PRESSURE NEGATIVE PRESSURE I 11.01 PSF -15.3 PSF 2 11.01 PSF -15.2 PSF 2 (OVERHANG) -24.1 PSF 3 1I.q PSF -15.2 PSF 3 (OVERHANG) -24.1 P5F 4 15.0 PSF -14.1 P5F 5 13.0 PSF 1 -1-1.4 PSF TOPOGRAPHIC EFFECT FACTOR K =1.OTZ SEISMIC DESIGN CRITERIA: I. SEISMIC IMPORTANCE, le = 1.0 SEISMIC USE GROUP 1 2. MAPPED SPECTRAL RESPONSE AGCELARATION5 5 =135q, 59 = .545, 3. 51TE GLA55: D 4. SITE RESPONSE COEFFICIENTS: 5 ds = 1.035, 5 dl =.545 5. SEISMIC DESIGN CATEGORY: D (b. BASIC 5E15MIC-FORGE-RESTIN6 SYSTEM: BEARING WALL SYSTEM 1. DESIGN BASE SHEAR: I8.8 KPS 6. SEISMIC RESPONSE COEFFIENT5: Or, =0.14 q. RESPONSE MODIFICATION FACTOR: R=6.5 10. SIMPLIFIED SEISMIC ANALY515 RPOGEDURE 1.3 SOIL DATA FOR LOGATION5 5EE SOILS REPORT. SOIL BEARING @ CONT. SPREAD FOOTINGS = 2000 PSF. ALLOW 33-1/56 INCREASE FOR LOADS FROM WIND OR SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE FRE55URE ARE 35 PGF AND 500 PGF, RESPECTIVELY. 2.0 SITE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTING5 DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED WITH LEAN CONCRETE 0'c = 2000 PSI), OR BE STRUCTURALLY FILLED PER SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE. 2.2 BACKFILL AND COMPACTION BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS, SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE, PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 015 o OF MAXIMUM DRY DENSITY AS DETERMINED BY AA5HTO COMPACTION TEST, PROCEDURE T-180. THE FILL SHOULD BE LIMITED TO GLEAN, GRANULAR MATERIAL. 3.0 CONCRETE 5 SACKS OF CONCRETE PER GUBIG YARD 3.1 GENERAL ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR "ULTIMATE STRENGTH TYPE CONCRETE", PER AGI 501, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN AGI 901. PLACE CONCRETE PER AGI-504 AND CONFORM TO A0I-604(306) WINTER CONCRETING AND AGI-605(305) FOR HOT WEATHER CONCRETING. CONCRETE SHALL BE PLACED TO AVOID 5EGREGATION, HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH -1000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE HOT OR GOLD TEMPERATURES FOR SEVEN DAYS AFTER POURING. PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS. ALL TIES AND ANCHORS SHALL BE OUT OFF FLUSH WITH THE SURFACE; SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM I RREGULARI TI E5. 3.2 STRENGTH TWENTY-EIGHT DAY COMPRESSIVE 5TRENGTH5 SHALL BE: 5LA55 ON GRADE : 2000 FBI; MAX SLUMP 3" (UNSUPERVISED) FOOTING 4 WALLS: 2000 FBI; MAX SLUMP 4" (UNSUPERVISED) THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH 15 ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DE516N. PROPORTION MIX ACCORDING TO IRC, I4104. 3.3 MATERIAL: MATERIAL: CEMENT, WATER # AGGREGATES PER AGI 501 A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE II. ENGINEER'S APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT. B. WATER TO BE GLEAN AND POTABLE. C. COARSE AND FINE AGGREGATE5 TO CONFORM TO A5TM-033. 3.4 MATERIALS A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-04g4, POZZOLITH 344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS "SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE U51N6 POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES AND D05AGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE CONTRACTOR'S J0851TE REQUIREMENTS. MAXIMUM SLUMP FOR "5YNERC71ZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8". USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. AIR ENTRAINMENT: CONFORM TO A5TM-G260 AND A5TM-04g4, MB-AE-10 BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL EXPOSED CONCRETE. C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLE55 PRIOR APPROVAL 15 GIVEN BY THE ENGINEER. 3.5 REINFORCING STEEL DETAIL, FABRICATE AND PLACE PER A0I-315 AND A0I-318. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, 5PAGER5, OR TIES. A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL, MEETING ASTM A615, GRADE 60 FOR #5 AND LARGER BARS, EXCEPT A5 NOTED; GRADE 40 FOR #4 AND SMALLER BARS. SHOP DRAWING5 SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARB SHALL NOT BE BENT IN FIELD AFTER PLACING. B. REINFORCEMENT IN ALL WALL5, SLABS, AND FOOTIN65 SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH VERTICAL AND HORIZONTAL. C. LAPS: ALL TENSION 5PLIGE5 ARE ACCORDING TO AGI 318-811, CLA55 B AND ALL COMFRE55ION SPLICES ARE 30 DIAMETERS, UNLE55 NOTED OTHERWISE. D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-#5 TOP AND BOTTOM, EXTENDING 2'-6" BEYOND OPENING AT EACH CORNER. SEE TYPICAL DETAILS. E. WELDING: TACK WELDING OF REBAR 15 NOT PERMITTED UNLESS GALLED F. MINIMUM REINFORCING: WHERE REINFORCEMENT 15 NOT SHOWN ON DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (AGI 318-8q) SHALL BE REFERRED TO FOR PROPER REINFORCEMENT. G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS FOLLOWS: 3" CONCRETE DEP051TED AGAINST EARTH 2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH 1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALL5 1-1/2" FOR BARS IN BLABS ON GROUND 5/4" INTERIOR FACE OF WALLS H. WELDED WIRE FABRIC: ASTM-AI85 AND ASTM-A82 J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE WALL U51NG #4 REBAR HEIGHT VERTICAL HORIZONTAL Of-6� 15,1O.G. I81,O.G. 6 -0116 O.G. 101, O.G. 3.6 FOUNDATION ANCHOR BOLTS 5/5" STEEL BOLTS, WITH T' MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN. OF (2) BOLTS PER SILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT -12" O.G. FOR ONE STORY, 45" O.G. FOR TWO STORY RESIDENCES AND REFER TO LATERAL ENGINEERING FOR THREE STORY RESIDENCES. ADDITIONALLY, ONE BOLT MUST BE NO LE55 THAN *V FROM EACH END OF EACH INDIVIDUAL BILL PLATE. ANCHOR BOLT WASHERS MUST BE A MINUMUM OF 3"x3" (SQUARE) x 3/16" (THICKNESS) 4.0 CARPENTRY 4.1 ROUGH CARPENTRY ALL 2x FRAMING LUMBER SHALL BE STUD GRADE DOUG-FIR FOR STUDS AND STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW. ALL 2" LUMBER SHALL BE KILN DRIED (KO) OR SURFACE DRIED (5D). EACH PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER MATERIALS AS 5HOWN BELOW 2x 4 3x STUDS -STUD GRADE DOUG-FIR 2x JOISTS - #1 DOUG-FIR 4 x 4 4 4 x 6 COLUMNS - #1 DOUGLAS FIR. &x HEADERS - #1 DOUGLA5 FIR 4x HEADERS - #2 DOUGLA5 FIR ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE SHALL BE FRE55URE TREATED. 4.3 CARPENTRY HARDWARE A. BOLTS SHALL BE A5TM A-901. B. WA5HER5 SHALL BE MALLEABLE IRON WA5HER5(MIN). C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION. E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER 1050 APPROVED. F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED. 4.4 MINIMUM NAILING - PER 2003 IRC 4.5 GLUE -LAMINATED TIMBER ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT STANDARD P.556 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES SHALL BE DOUGLA5 FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE SPAN) OR 24F-V5 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE. ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH WATERPROOF ADHESIVE PER P.5, 56. ARCHES SHALL BE COMBINATION 24F-V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE. 5.0 MISCELLANEOUS VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNE55 ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL PLANS FOR 51ZE AND LOCATION OF ALL OPENIN65 FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN. N ACCE55 TO OLYMPIG VIEW DRIVE kt� r hf Shal± rapair/raplace all damage to t ttiiliiit5 of Froniage Improvements in City t'r br c , `jay Pe," City Standards that is caused or Occurs cluing the permitted project. EXISTING DRIVEWAY 30 OWNER/CONTRACTOR IS RESPONSIBLE IN6RE55 s E-CsRES5 FOR EROSION CONTROL AND DRAWNACE EASEMENT NEW II'-O" x 55'-0" ss i�X\�l� S CONCRETE PATIO S G ,4� BELOW EXIST. DECK r'�R1- SF 04 SO. FT. NEW ss lztR /NZ 1 MPERV I OU5) ss `SS EXISTING GLEAN OUT EXISTING DRIVEWAY IL I SITE PLAIN 50ALE: I" = 10'-0" PROPERTY OWNER JAMES and HIEN GAUNTT 8710 OLYMPIG VIEW DRIVE EMOND5, WA5HIN6TON g8026-53111 LEGAL DESCRIPTION THE NORTH HALF OF THE SOUTH 220 FEET OF THE EAST HALF OF THAT PORTION OF TRACT 4, EDMONDS SEA \/IEINR TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 3 OF PLAT5, PAGE 76, RECORDS OF 5NOHOM15H COUNTY, WA5HIN6TON, LYING SOUTH OF PAYED ROAD THEREOF TOGETHER WITH AN EASEMENT FOR INGRESS AND E6RES5 OVER THE WEST 30 FEET OF THE EAST HALF OF THAT PORTION OF SAID TRACT 4 LYING SOUTH OF PAYED ROAD, EXCEPT THE SOUTH 220 FEET THEREOF. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA5HI6NTON. NORTH POINT 'D' N 105.00, u- N •- 1 SECOND 1 STORY 11 DECK AE301 ( I q8O 1 t d- 8708 OLYMPIC, VIEW DRIVE 551 ° 16' 18"E 151.00' � 40' POIN; 'BI O 100 O' 1 EXISTING 1 RESIDENCE 1 SECOND STORY ADDITION I a8o � 1 OR AL ONE STORY OVER, BASEMENT _ Cp PROPOD IPOORCH J' 50. FT. 1 ,N EXISTING ROOKERY SSq°16'18"E I51.00' 8"i 12 OLYMPIG VIEW DRIVE TAX ACCOUNT NUMBER 004346-000-004-11 LOT COVERAGE RESIDENCE 1,667 SQUARE FEET PORCH 125 5QUARE FEET DECK 426 SQUARE FEET TOTAL 2,221 SQUARE FEET LOT AREA 16,458 5QUARE FEET LOT COVERAGE AS A PERCENTAGE OF LOT AREA = 15.50% NEW SIDEWALK 4 (20550. FT. NEW IMPERVIOUS) POINT V 107.00, 34'-1 -1/8" I I Nottai ng in this permit apprml proctii4 s:t ; t z interp oed as allowing or permitting tk, maintenance of any currently existing iilcgal, nonconforming or unpermitted building, structure or site condition w'hicb is o, iiside the scope of the rmit application, regarrtie s r f wbrtlier such I wilding, strucUm or cowtitum is town on the site plan or drawing. Such building, stmcture or condition may be the subjeci of a w . Ac enforcement action." M W 0 O z h • i i -- Zone S`(Z, Corner „•ooFlag _ I•�---- Setbacks Required Actual - - ..... Front /✓ LU (b `F --- Sides c✓ 1,0 IC f Rear S Other t i�D 4- Ii PIF%V I O I U ,496-1 V E RAG E BUILDING and 2,045 SQUARE FEET OVERHANGS 5QUARE FEET DECK 363 DRIVEWAY and 2,565 50UARE FEET SIDEWALKS 5QUARE FEET TOTAL 52; rZI 3103 IMPERVIOU5 COVERAGE AS A U�ZEfT OF LOT AREA = 52.04% - Het Z- %• HEIGHT CALCULATION ��, �, V PPLANNING, POINT - A 100.00' POINT - B 100.00, -- -- " -` POINT - C 107.00, POINT - D 105.00, TOTAL 412.00' 412.00' DIVIDED BY 4 = 105.00' MAXIUMUM AVERAGE GRADE 103.00' + 25'-0" = 128.00' MAXIMUM ALLOWABLE HEIGHT 120.651' ACTUAL RIDGE ELEVATION SITE CLASSIFICATION WORKSHEET LINE TYPE AREA (50UARE FEET) I NON -REGULATED EXEMPT REGULATED 2 REPLACED O O 3 NEW (POST I0111) -4 + 4 TOTAL TGAT�ION REQ TIRED IF INrvULATED EC S1 OF 2,000 SF 5 TOTAL AREA MITI6ATED BY EXISTING STORMWATER MANAGEMENT SYSTEM(S) - 0 6 REGULATED ARE NOT YET MITIGATED = 274 6zo/.'� 7 AREA PROPOSED TO BE MITIGATED BY LOW IMPACT DEVELOPMENT TECHNIQUES _ - 0 8 AREA PROPOSED TO BE MITIGATED THROUGH CONVENTIONAL SINM TECHNIQUES = O RANDALL J. MUNSON BUILDING DESIGNER 1930 6TH AVENUE SOUTH SUITE 301 EVERETT WASHINGTON 98134 VOICE (206) 349-4551 FAX (866) 312-8468 COPYRIGHT NOTICE THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED. REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF DESIGNER, RANDALL J. MUNSON, IS PROHIBITED. ARCHITECT MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW, INCLUDING COPYRIGHT. CONTRACTOR NOTICE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE AND NOTIFY THE ARCHITECT OF ANY DIMEN- SIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE BEGIN- NING OR FABRICATING ANY WORK. DO NOT SCALE DRAWINGS. REVISIONS No. Date Item W W z ® R 0 z T_ CO W F_ t0 Q z o QCo 0 j Z 0 z rr O O =W_= -�>Q W tr 0D- Cd O >-z W 00 ((D= <T0 U >0oW SITE PLAN GENERAL NOTES PROJECT NO. DESIGN RJM DRAWN RJM ISSUE DATE : 08.15.11 A-1 Et j',m' uts AUG 15 2011 BUILDING DEPARTMENT CITY OF EDMiON S COMPLAINTS MUST BE WRITTEN: NO VERBAL COMIMPLAINrS WILL BE ACCEPTED. THIS FORM MUST BE COMPLETE. DATE STF(EET FILECITY OF EDMONDS COMPLAINT SUBMITTED BY: \\ Name: T�Z.t-{ I ��sl► �L� Phone: Address: o�, — ►F21 PU S, Q STREET FILE ADDRESS OF PROPERTY TO BE INVESTIGATED: /aI©" ° C71_�1M Pia( k�%L Name of Owner: Z40 fDJ;` Op-� 12W-C� CC -;FL P l L Address: ' Phone: DESCRIPTION OF COMPLAINT: ./-TI nki \11 F1A yen\ 3� s�� i_,pcvZ1 UN P.�►�S1-L� i tib�J fix"-1N`� COc�c�P�'R-.`� ��i DO NOT WRITE BELOW THIS LINE - FOR CITY USE ONLY CODE SECTION VIOLATION: TYPE OF ACTION EXPECTED: TIME REQUIRED TO INVESTIGATE / ACT ON COMPLAINT: 1 ' I' RESULT OF INVESTIGATION: DATE.: 4_ / f • 'Y �f TIME REQUIRED: 11l�w o ✓ +�'�slL GQ-h.s f ; �IDt�,�L� 2.O��i/ � D.P twyII.rS�e_�{ INVESTIGATED BY: *AW *TREET FILE I CL IL to ro 02 0 ADDRiM............ 8710--Olymp Olympic -_ Drive--------------- ............................................................................................................. OWNER...............Ted.-Hul1.....................----............................ CONTRACTOR.........Rgy Allen....................-.................... ... uRust 1�+ 6�, - .. • Permission is granted ................ �i.:.L..�.............., 19........ for .......-.:.,.:........-.•days to REPA1fR or CONNECT aside sewer with City Sewers in accordance with application on file and governing ordinances. ATTENTION IS CALLED TO THE FOLLOWING: NOTE No. 1=The owners of the property may obtain a permit to construct sewer inside property line. A licensed.S1de Sewer Contractor must be employed to construct side sewer in street area. Do not cover any portion of sewer before it'has been Inspected. NOTE No. 2-Obtain full Information regarding Ordinance 11.16.030 and Regulations governing side sewers when you get permit. NOTE No. 3—Top of side sewer.must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2%. . No bends In grade sharper than % will be permitted. NOTE No. 4—Trenches in street must be water settled and surface of street restored to original condition. Contractors shall be responsible for failure due to Improper work which may develop within one year of completion. NOTE No. 5—It is unlawful to alter or do any other work than Is provided for 1n the permit, or to do any work on the main sewer or its appur- tenances except to Insert the pipe into the wye.