Loading...
1999, 08-27 Permit App: 99007975 Residence Project Number: 99007975 Inv: 1 Application Date: 8/27/99 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: RESIDENCE/ATTACHED GARAGE-FORCED Contact: LANZCE DOUGLASS INC AIR GAS Address: 815 E ROSEWOOD AVE Setbacks:Front 30 Left: 25 Right: 5 Rear: 45 C-S-Z SPOKANE WA 99208 Phone: (509)483-6532 Site Information: :4'r$$M1.4:::**Mk SMM:M O:4.**<: e'co:\P ti..'.Q*.**M1S}: M:Mh .Mt:gac:::::ME`$hAMM:33h ]T',xti\< IMM:::$..40.4< .,<WW:E\.<.{{'iL,k%it3�yt�{`$k:C'.ti� Plat Key: 005950 Name: SPRINGFIELD ADDITION @ AUTI.t{t(\) District: F Parcel Number: 45261.5610 SiteAddress: 15226 E 18TH CT Owner:Name: LANZCE DOUGLASS VERADALE,WA USA 9903 Address: 815 E ROSEWOOD AVE Location::VER SPOKANE,WA 99208 Zoning: UR-3.5 Urban Residential 3.5 Water District: 010 VERA Hold: ❑ Area: 11,517 Sq Ft Width: 90 Depth: 108 Right Of Way(ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: ..>.kxzzx�;g }z .;r< t;ktr x�x�x y;zv 3,; zx xxxzzx;zxx Mz;z z�zxrxxMzrl¢3�grx;;;z m3 3;zzzgzr,z Mxz xz��zzrtizz�zzx ,,,. :..:a .;; ;x�: zz ? z4,,,,,,'z �x33::xz4;i�r> ,,z Department Review BUILDING Site Plan Review C12— Oji CSC Comments: E\—[-2(aAt♦41111 .+ c ! - BUILDING Plan Review � Zea F Comments: ININEER Approach/Drainage 9A2,7 lin. IN 4 eir33 at 44. Comments: UTILITIES Sewer Review qQ- 74,17 7 >00 Comments: 6g7 UTt U71 ES �'C... C �r . ( ` Permits: :\4M:£t::::Mxi',NZk, xC�\::::: �..:::M:M�, :�,. ::M. . � . � e Project Number: 99007975 Inv: 1 Application Date: 8/27/99 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: LANZCE G DOUGLASS,INC Firm: LANZCE G DOUGLASS,INC Address: 815 E ROSEWOOD AVE Phone: (509)483-6532 SPOKANE,WA 99208 Building Characteristics Const Category: New Nbr Of Dwellings: 1 Occupant Load: 0 Building Height: 17 Stories: 1 Bldg W x D: 55 x 51 Building Sq Ft: 2618 Sprinklers: Req Parking: 0 Handicap Parking: 0 Critical Materials: This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation 2ND FLOOR R-3 VN 780 $48,360.00 780 $48,360.00 BASEMENT U R-3 VN 529 $6,115.24 529 $6,115.24 DECK R-3 VN 120 $883.20 120 $883.20 GARAGE U-1 VN 792 $9,504.00 792 $9,504.00 RESIDENCE R-3 VN 1,309 $81,158.00 1,309 $81,158.00 Totals: 3,530 $146,020.44 3,530 $146,020.44 Item Description Units Unit Desc Fee Amount RESIDENTIAL VALUATION 1 Y OR BLANK $1,130.00 STATE SURCHARGE 1 Y OR BLANK $4.50 RESIDENTIAL SURCHARGE 1 Y OR BLANK $248.60 Permit Total Fees: $1,383.10 Mechanical Permit Contractor: DANCAR MECHANICAL INC. Firm: DANCAR MECHANICAL INC. Address: 311 N HODGES RD Phone: (509)924-9921 GREENACRES,WA 99016 Item Description Units Unit Desc Fee Amount GAS WATER HEATER 1 NUMBER OF $10.00 GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00 GAS PIPING 3 #OF UNITS $3.00 VENTILATING FANS 5 NUMBER OF $50.00 GAS LOG OR GAS INSERT 1 NUMBER OF $10.00 Permit Total Fees: $85.00 .., ,-- --., Project Number: 99007975 Inv: 1 Application Date: 8/27/99 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Plumbing Permit Contractor: GOLD SEAL MECHANICAL INC Firm: GOLD SEAL MECHANICAL INC Address: 5524 E BOONE AVE Phone: (509)535-5944 SPOKANE,WA 99212 Item Description Units Unit Desc Fee Amount TOILETS/BIDETS 3 NUMBER OF $18.00 SINKS 5 NUMBER OF $30.00 SHOWERS 1 NUMBER OF $6.00 TUBS 2 NUMBER OF $12.00 DISH WASHERS 1 NUMBER OF $6.00 GARBAGE DISPOSAL 1 NUMBER OF $6.00 CLOTHES WASHER 1 NUMBER OF $6.00 FLOOR DRAINS 1 NUMBER OF $6.00 CROSS CONNECTION DEVICES 1 NUMBER OF $6.00 WATER USING DEVICES 3 NUMBER OF $18.00 Permit Total Fees: $114.00 Payment Summary: Operator: RMB Printed By: RMB Print Date: 8/27/99 Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $1,383.10 $1,383.10 $0.00 $1,383.10 Mechanical Permit $85.00 $85.00 $0.00 $85.00 Plumbing Permit $114.00 $114.00 $0.00 $114.00 $1,582.10 $1,582.10 $0.00 $1,582.10 Notes: K12,\IaM:k:S:M=SIMIM* Ma.fttatb.VM:SMIMMWatak:O.MkttkMAWAWM*Mecattkkft'a÷,M=16:**VaviZtMti:=M:M.vca*tWAZ.M.—ft.MM*WMUM::::::MM:MA PIAT BOUNDARY 128.93' .I� 0 a 25BUILDING SETBACK'_. 5'(T1P) 10' WIDE UTILITY EASEMENT NI BOUNDARY OF FLAT, LEVEL—"' ":74' PROPOSED ROW POND BOTTOM AREA 108.84' 0 0 5= CO DRAINAGE EASEMENT 36.50' 33 50 00 CONSTRUCT CURB INLET TYPE "1" PER . SPOKANE COUNTY STANDARD PLAN B-8, L=4', STA 4+65.87, TC=2054.13, OFFSET 18.0' RT TYPE "B" CURB AND GUTTER LES RQAD 47 `—CONSTRUCT CURB INLET TYPE "2" PER SPOKANE COUNTY STANDARD PLAN 13-9, STA 47+46.27, TC=2053.11 OFFSET 20.0' LT INSTALL TYPE "B" DRYWELL AND TYPE "4" FRAME AND GRATE PER SPOKANE COUNTY STANDARD PLANS B-1 AND 8-15. STA 47+35, OFFSET=31.5' GRATE EL=2052.21 (ST. CHARLES ROAD) ire INLAND PACIFIC ENGINEERING 707 West 7th •Suits 200 (509) 458-6840 Spokuuo, WA 99204 FAX: (509) 458-9844 SCALE: 1"=20' (EXPIRES 9/24 LOT 10, BLOCK 1 SPRINGFIELD ADDITION AT AUTUMN CREST DATE: 01/28/98 Alnik NOTES TOP OF BERM ELEV. = LOWEST TOP OF CURB ELEV. +.20FT. DRAINAGE EASEMENT AS SPECIFIED ON PLAN EASEMENT OR R.O.W. 3:1 P. 1.5" SOD ON TOPSOIL, SOD INSTALLED CONCURRENT WITH OCCUPANCY OF ADJACENT HOUSE GRATE ELEVATION .4 NORMAL GUTTER LINE 3:1 (TYP). TYPE "B" CURB GUTTER FLOWLINE (4, CURB INLET RAINAGE STRU,TURE • PROVIDE FILTER FABRIC (AMOCO 4545. OR EQUAL) BETWEEN THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN THE WASHED DRAIN ROCK AND THE DRYWELL BARREL. • POND BOTTOM ELEVATION SHOWN ON PLANS IS FINISHED TOP OF SOD. CONTRACTOR SHALL GRADE POND BOTTOM TO PROVIDE FOR SOD AND TOPSOIL AS NOTED. • WARNING: THE USE OF SANDY LOAM IS PROHIBITED FROM USE AS POND BOTTOM MATERIAL SECTIONAL VIEW CONCRETE APRON 4" THICK P.C.C. 1"-3" TOPSOIL ON GRADED POND BOTTOM GRADED POND BOTTOM TYPICAL '208' POND WITH DRAINAGE STRUCTURE INLAND PACIFIC ENGINEERING - 707 Wast 7th • Suite 200 (509) 458-6840 Spokane, WA 99204 FAX: (509) 458-6844 NOT TO SCALE EXPIRES 9/24 POND DETAIL WITH DRAINAGE STRUCTURE SPRINGFIELD ADDITION AT AUTUMN CREST DATE: 01/28/98 J