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19715 88TH AVE WCITY OF EDMONDS ZONE USE P T FILE -- " e � �' CONSTRUCTION PERMIT APPLICATION NAME (OR NAME OF BUSINESS) JOB ADDRESS / //, (' Homeland Homes Inc. LEGAL DESCRIPTION CHECK SUBDIVISION NO. LID NO ZMAILING ADDRESS J o a 24024 84th Ave. W. !% CITY TELEPHONE NUMBER PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. Edmonds, Wa. 775-2033 EXISTING_ 0 RECUT RED DEDICATION_/ J_ C� NAME PROPOSED O Z RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED 0 w w F ADDRESS STREET USE PERMIT REQUIRED f-) W Z a 903 loth S t . CITY SEE ENGINEERING MEMO DATED , W TELEPHONE NUMBER SEE PIW DEPT. REVIEW CHECK LIST DATE Mukilteo 745-6569 NAME REMA G • Homeland Homes Inc. fJ ¢ ADDRESS ° U 24024 84th W. METER SIZE BUILDING SUPPLY SIZE FIXTURE UNITS ¢ CITY TELEPHONE NUMBER a:o Edmonds 775-2033 REMARKS TAT a STATE LICENSE NUMBER CITY LICENSE NUMBER 3 HOMELHI 174 ke Legal Description of Property - Include all easements SIGN AREA ENV. REVIEW ADS NO. ALLOWED PROPOSED COMPLETE EXEMPT (show below or attach four copies) z 0 SHORELINE 0 a ¢ U Shor. t Subdivision for 011ie and VARIANCE OR CU PLANN IEW 8 DAT Uj Delores Bjorback . Lot 1 in a portion YARDS LOT COV RA E z W of N.E. -k Sec. 19, T 27 N.R. 4E, W.M. S FRONT 261DE REAR a F �7 REMARKS Z 5 Citv of Edmonds Sno.Co. Wa. © NEW © RESIDENTIAL 1:1PLUMBING a ADD/ALTER NON-RESIDENTIAL El MECHANICAL C� REPAIR RETAINING WALL SIGN TE FENCE El DEMOLISH CHECKED BY TYPE OF CONSTRUCTION HEIGHT OR FILL x� r PRE -MOVE INSPJ SWIM COMPLIANCE INSP. POOL SPECIAL INSPFCTOR AREA OCCUPANCY OCCUPANT n lXJ SIDE SEWER L7 LI WATER LINE REQUIRED GROUP LOAD � � YES ; NO REMARKS Z El ❑ ❑ U Z O w NUMBER OF STORIES NUMBEROF 00 .1 DWELLING m O UNITS NATURE OF WORK TO BE DONE (ATTACH PLOT PLAN) New Construction VALUATION FEE I -mum PLAN CHECK FEE BUILDING PLUMBING This Permit covers work to be done on private property ONLY. MECHANICAL GRADINGIFILL Any construction on the public domain (curbs, sidewalks, driveways, marquees, etc.) will require separate permission. Permit Application: 180 Days Permit Limit: 1 Year- Provided Work is Started Within 180 Days "Applicant, on behalf of his or her spouse, heirs, assigns and N successors in interest, agrees to indemnify, defend and hold W harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of v PUBLIC DARKS LEPARTMENr CHECKLIST (address) G� (date) -- Street Right -of -Way ExistREQD Z H r, Access Easements Existing A6vREQD a Utility Easement Existing REQD w" Lot Per Subdivision ,5-//- Plat Assessor w Site Plan Checked for Accuracy 47 HUnderground Wiring Reqd. V Check Accuracy7of gal Des ptionGZ� 2 Review by Da to w Existing Water Main Size 4. 6 ;- E Water Main Required -- Service Line Required Hydrant Size Existing x Hydrant Reqd Per Fire Code - Size w Detector Check Meter Reqd. -- Cross Connection Inspection - H Fire Department Conments - 3 Water Meter Charge d: Review by l - Date .. ' - j Septic Tank Design Approved Date Septic Tank Permit Reqd. Permit No. Sanitary Sewer Availability (" V /� _ Proj. Drawing No. File No. Side Sewer Availability ' %t,/ x w Sanitary Sewer ecti n Fee Reqd. 3 Review by �7, 7 " Date w Open Ditch Existing &LC;�, Regd. Culvert Reqd. PE /�I PP P' NV O- D ize x Catch Basin Reqd., i I - 4 / Indicate on Site Plan 0 Shoulder drainage maintain collection on swale open runoff H W Manhole reqd. t )Indicate an Site Plan Soil Conditi and Ground Water Field Checked Review by Date 7/2-2/ Revised: 1v10-1977 r MEMO TO: Building Division Planning Department FROM: Engineering Division Public Works Department SUBJECT: -- After review of the subject Building Permit application, we have the following comments: 1. Connection to City water system required. 2. Connection to City sanitary sewer system required_ 3. Right-of-way permit required for any work on City property. 4. Driveway slope not to exceed 14% 5. Backwater valve re u_i_red if_ downstairs plumbing is below elevation of upstream manho e. 6. Water and sewer lines to be separated by 10 foot minimum. 7. Builder/Owner responsible_ for_ containing all temoorar-y-_r_unoff and eras n - ---- on site and may not impact neighborinq properties .in an why..__ BD 6/82 CATCH BASIN: AMM •Isao(OR. ' r r.' -n &Kt u r4 jr 6 I6RF TRr.NCN LIrµGTH r 2 K $ i i TnWHc►+ covra b p,,7L[Y�'L TRCNC.H P1Pri CAP 1-6 TEE Wf (."LONG LEGS SYSTEM. CROSS-SECTION Tp,EW_M COVER — 3/40 — 1 '/11 WASI4ED GRAVEL 6" DIAM PERF .PI TRENCH CROSS-SECTION STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PAGE I OF11 2 for location plan by phone date DESIGN DATA Trench Perc LF per Imperm Trench Number Rate 1000 sq.ft. Area Req. 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). Preventive maintenance consists of preventing soil and other materials from entering trench during construction as well as after construction. Catch basins should be cleaned of floating material and sediment at regular intervals (at least twice per year). CITY OF EDMONDS I I I I I I 179.8 W p /7420 SQfT \ 4i ,s I `^ a0 co m�ry o O ❑ Q` r/ 8, 330 SA. FT. Zk Z4 I 1; ox-l� W I -� ` I l*Lj PROP. D"S D 13,10 R8.4 G� �, I 5• AV op o p A cuss UTI4 / TY 6, -5e tiffc 1 r ,q. P: No. 2 0796/1 � • 0 ti 00 / =. R `A 8 lei ;N L d. GO// N � L 0 T .r 7 - oO I �- 2 9-- I � I I I � PLAN /72G I I _ I 17/2 O' 0 1� S f L L E 17 .SELLF f; 7DZI p C P &IR C /-/ /J E Y, `o, 1 ..5,A/0, T c) UB D/ 11/SIdAl FOR OLLIL � DoLORFs ,Bjel?, Blgc& LOT 1 1�,U A poR7-/0N OF ill. Er %/,V.y{/, Y4'SEC. /9/ T 27 V. R..E, W. •__.C/rY of .E�DUOAJD-9; C041AJ7-/7 u/pst�/,vG � ory .ble 1, Infiltration Trench Length Note: This table shows trench lengths for each 1000 square feet of -impermeable surface draining to the trench. Perc Rate Trench Length, in feet, =(minutes for 1000 sq. ft.' of per inch) contributing area <1,�r 13 2 } 18 21 4 24 5 26 6 28 7 29 8 30 9 ;..,^, 31 10 :4: 32 11 33 12 34 13 34 14 y` 35 15 35 00 I •I N I I vl I I I I DL AN /7?6 I 17Y I I I o ,O 1 SITE PLAN, SCALE: NOTE: DO NOT USE INFILTRATION SYSTEM SLOPES OVER 15 PERCENT (15 STANDARD DRAINAGE PLAN INFILTRATION SYSTEM PAGE 2 OF 2