The URL can be used to link to this page

1503 10TH PL N.PDFiiiiiiiiii lill 14867 1503 10TH PL N 2 O r w r U ir CITY OF EDMONDS CONSTRUCTION PERMIT APPLICATION OW �ER NAITE/N E OF BUSINESS { '! ' 1 `��/ USE PERMIT ZONE gs-/.Z NUMBER JOB ADDRESS it I CO� I O �){ ^ L , LEGAL DESCRIPTIONN CHECK SUBDIVISION NO. LID NO 1v5 M ILING SADDRESS O PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. EXIE PROPOSED '_ REQUIRED DEDICATION _�__ TESCP APPROVED BY O Z CITY TELEPHONE NUMBER 775� 0 3 3 � NAME RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED STREET USE PERMIT REQUIRED w z z ADDRESS oe SEE ENGINEERING MEMO DATED VIEW BY 0 z CITY TELEPHONE NUMBER REMARKS ¢ O v cr r O O NAME ADDRESS METE �� BUILDING S�IPPLY SIZE FIXTURE NIT 2 w CITY TELEPHONE NUMBER REM 1 / f�v/ 0� a 3 STATE LICENSE NUMBER SIGN AREA ALLOWED PROPOSED , ENV. REVIEW COMPLETE EXEMPT ADB NO. Z o cr W Legal Description of Property 9 P p y -include all easements (show below or attach two copies) SHORELINE a VARIANCE OR CU PLANNING REVIEW BY DATE �� 'l LJ z h ✓ SETBACKS — FEET FRONT SIDE REAR HEIGHT LOT COVERAGE Z z /`�//� 70 �'� `' / 7^00 Q% TR X CC7- I �2%4 f REMARKS a z 0 FE rn w-+s�V/GV o m O ANY NEW RESIDENTIAL PLUMBING ADD/ALTER COMMERCIAL MECHANICAL ElREPAIR APT. BLDG. SIGN EXCAVATE FENCE DEMOLISH OR FILL ( x_FT) CARPORT SWIM REMODEL GARAGE POOL CHECKED BY TYPE OF CONSTRUCTION CODE (J HEIGHT / J SPECIAL INSPECTOR REQUIRED n YES `' NO AREA, OCCUPANCY GROUP � OCCUPANT LOAD ❑ WOO INSERT ROCKERY ROCKERYG WALL/ RENEWAL REMARKS PROGRESS INSPECTIONS PER UBC 305 /2-�-- !Ad/ W29901]L Ws41L14E� /11 6 4 yC/>Vf6 / nO6 lclJ m NUM R OF STORIES NUMBER OF DWELLING I UNITS NATURE F WORK TO BE DONE (ATTACH PIL PLAN) VALUATION FEE PLAN CHECK FEE BUILDING PLUMBING STREETFILF MECHANICAL This Permit covers work to be done on private property ONLY. Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. GRADINGIFILL STATE SURCHARGE Permit Applicatiom,180 Days Permit Limit: 1 Year •Provided Work is Started Within 180 Days ENERGY CODE u) w a "Applicant, on behalf of his or her spouse, heirs, assigns and successors in interest, agrees to indemnify, defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature. arisino directly or indirar.fiy frnm rno DATE: MEMO TO: Permit Coordinator, Building Division i FROM: Dan Smith, Engineering Inspector ADDRESS: _l.C�3 '� OWNER: 2 �'yz After review of the subject building permit application, we have the following comments: 1) Construction hours are: WEEKDAYS 7:00am to 10:00pm WEEKENDS/HOLIDAYS 10:00am to 6:00pm 2) A Right -of -Way construction permit is required for any work on City property. 3) Connection to City water system required. 4) Connection to City sanitary sewer system required; obtain separate permit. 5) Water and sewer lines to be separoted by 10 foot minimum. 6) Driveway must be paved a minimum of 20 feet back from City right-of-way; separate permit required. 7) Driveway slope not to exceed 14%. 8) Back water valve -required if downstairs plumbing is below elevation of upstream manhole. 9) Builder/Owner responsible for,containing all temporary runoff and erosion control on site. Construction may not impact neighboring properties in any way. 10) No burning of construction refuse without approval from Fire Dept. 11) Street to be kept clean of debris, dirt, mud, and construction materials.- Contractor responsible for dust control. 12) Inspection required on drainage system, catch basin installation, driveways, and sidewalks. A final engineering inspection is required prior to the building division granting occupancy. - a D �. ,,,/ �1 / 1,44- I ENGSTROM/RICHARD RESIDENCE 1505 10TH PLACE NORTH SCALE I' = 40 FEET EDMONDS, WA. LOT COUNTOURS AND DRAINAGE SYSTEM Grade measurements taken at 8 points TK eds on lot, at north/south increments of approx. 60 feet and east/west increments of 80 feet. The land reads basically flat from north to south and slopes at 41 from east to west. EXCAVATION VOLUME = 365 CU.YDS.f AREA OF NEW HOME = 2044 SO. FT. DEPTH BELOW GRADE = 4 FT. CALCULATIONS: 4 X 2044= 9616 CU.FT./27= 365 CU.YDS. *NOTE: 365 CU.YDS. reflects excavation volume bbased on flat lot. Actual volume will be less. r2- 'S w J UN 2 3 1""" PERMIT COUNTER 4. UPPER CATCH BASIN (vfiNT ) DETENTION WORKSHEET DETENTION PIPE LENGTH CONTROL CATCH SAS 11`4 2' 1AQx CavfiR --I % SLOPE+ OLITLCT 10 CONTAOL� 1 MI • s � 4, TO OUTLET (N PRAP OR RUNOF F SPREADER) _ SYSTEM CROSS SECTION FROM+ OUTLET CONTROL WASHED --- 41- 1 FROM OUTLET' COI-4TRDL 2' - 2' • (O" - " SPALLS (eaeow�) r V, 2' r Y P, '7�1'- CRUSHED ROCK RIPRAP OUTLE-• OILMFLOW TRENCH, MIN 10' LONG, TOP 4 A' PEFLF PIPE TO DE LEVEL 4" PERF PIPE WITH CAPS RUNOFF SPREADER OUTLET STANDARD DRAINAGE PLAN DETENTION SYSTEM for AL3a2-r R iGNARA location REIM 1600 0 0 plan by phone date DESIGN DATA System Imperm Pipe Pipe Orifice Number Area Diam Length Diameter IR MA 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. 89 r • ,SUN 2 3 PERMIT COUNTER CITY OF EDMONDS Page 9 of 9 1 1 1 �N6-ST�o►�.� � � � f=t-t�R 9 2�� D.E;1N c..E � �©5 lofi`' �1, f.1. fv ►� fVtowDS SUB -SURFACE DETENTION System to conform to specifications of Edso. Community Developement (chapter 18.30), 'Stan Drainage Detention Sys �L- 4 FOOTING DRAIN TO BE SEPE ATE FROM RUNOFF SYSTEM Upper Catch Bas 42'-18' diasete drain pipe with orifice diatete Lower Catch Bas Runoff Spreader 40' ion OL. N. RA i 0 h �NGrsi72om R�c.tthru> t�EW Ras ati{A r 4 FOOT TEST HOLE FOR SOIL MAKE-UP DEPTH (INCHES) TEXTURE STRUCTURE ROOTS GROUND WATER 6" LoA M _Toe �pob Al 12" SOI L 18" V S�IJ� FAWT l MR111N 24" 3011 fY1f.P, NaN�. e01►�P� 36 " S A V4ID GAY � p'k'1 40" CD *k P A41- 48" 5. \.-