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2003, 09-10 Permit App: BLD-03-02431 Retaining WallSpolianc" r►r� mss.,, )»t PERMIT APPLICATION WORK SHEET SPOKANE VALLEY COMMUN/TYDEVELOPMENT BUILD/NG DIVISION 11707 East Sprague Ave Ste 106 Spokane Valley, WA 99206 Phone: (509)688-0036 Fax: (509)688-0037 REQUIRED SITE INFORMATION STREET ADDRESS: /S9 S i'6 C -- `T+-I.Q T z t ex"z'e ASSESSOR'S TAX PARCEL NUMBER(S): LEGAL DISCRIPTION: fJd Y9e1/6 PERMIT DESCRIPTION-: y (A'4 $1,/BUILDING G PERM T CHANGE IN .USE O GRADING E3 RELOCATION ® SIGN Q TENANT 13 MANUFACTURED .JJOME ii -OCHER OWNER / APPLICANT INFORMATION ® OWNER: 6161 Se,¢ 111,-0P1._-rYil-o- t7 ® APPLICANT: SeR t PHONE: 7w1 %%OSl FAX: PHONE: FAX: ADDRESS: 155 C /Lc ►+or ®CONTRACTOR: Sc(. r= C%2Z=E.-u4c'2ri LJiF 99ECITY,STATE, ZIP ADDRESS: CITY, STATE, ZIP ARCHITECT: PHONE: FAX: PHONE: FAX: ADDRESS: ADDRESS: CITY,.STATE, ZIP WA ST CONTRACTOR LICENSE # CITY, STATE, ZIP CONTACT: PERMIT/BUILDING INFORMATION COST OF PROJECT:4 7yA) 30% SLOPES ON PROPERTY: MAIN FLOOR SQ FT: BUILDING HEIGHT TO PEAK OCCUPANCY GROUP: 2No FLOOR SQ FT: BUILDING DIMENSIONS: CONSTRUCTION TYPE: UNFIN BASEMENT: NUMBER OF STORIES: STRUCTURES ON PROPERTY: FINISHED BASEMENT: NUMBER of BEDROOMS: CRITICAL AREAS: GARAGE: DATE: METHOD OF PAYMENT STAFF: CASH CHECK VISA BANKCARD#; EXPIRES: VIN# AUTHOR/ZED SIGNATURE: ,.., ., • .,.IA A f,f, ID s• F, 1.3 �cr FAdP,e _._._...._...._ 6 A c'T*( s:, ebet LOCAtf le -A) / 8 666C Or..eFE, J14 e5, LSA qqo f pvei r412Adrn,D ,�r•.c.r1.21D :i xr 4,s 4"LeNa1N ulivt,rs iama8.0 EA Perri f rg F 44 r P 1'04- y I silt' dA e 4 f's 5- 014_ aA�,a.,.�r�ei cr; = 3 7 13 c N 2 t ,0.4- CA Ps4 C r r., Es. 4.14 Teri TA$LF G` 4-*--.) 11i4.Ae.r+2.,D 5it l •— 0-,.J,......, rit-CTort of .5.rpsr.r I.5 •� ne0.)1"L,. !Le .iKJ%—uYLef^tt .4x!'r Z_e'WG-ry _ 6676 for CIA -,e PA -1._t. Hr (�'1'f6 � I ra G, r"1r,.�,rruf, LC C --r - If - A14/ 0 -tut" Sph G.iN - tr 3.4' /.i7 /OA LL Hi. Z,5 r ea W.ftLc e,ste, N/ = 66. ri WALL Ne Kz,z (..!ALGr.1LAres, FSputi C' LeuL4.7F D 100 CvE2 4 t"f 14r //zire CrHr= 90%S Lb /zee._ 39-14-f oazg �9 PE, / 62O895 4 c0.L.74,p 66 ill G✓AL.c r k i'1,4A4- POPril (FT) S"r46A)&r1 Lb/FT 4.7 3sga C-1:4) 6-4.: Tr.a)Slv.� GILDr�w Tri r5 EA /LT H F,f t S5 i r 64,)=1 r� cs 225,$ 1/.35- 36.1/ 7 9.9.7 wa-oGF //.3S 7"As. © rcr./ �I4 LL tT FA -ens -a_ r "Ft`rr t3e-44rN( 7, 31 11.,7S �« C ,9 /G. WO, 020895- ,/.4 2089J RETAINING WALL SYSTEMS ,---RETAIhIED GRADE ;, k rti\ 1 r 1 x� ( 1 LOCK+LOAD RETAINING 'WALLS LTD. 1661 CHESTNUT ST. SUITE 400 VANCOUVER, B.C. V6.1 4r16 1-877 901-9998 PHONE: 0004-) 732-9990 FAX:: f O4) 737-1140 www.lock—load.com \ ( r ( 1 2H\ ___1 `�- r \ DED -GRID SOIL " RENFORCEKENT 115"x32" CO X 6DO 4M STOKE: DIMENSF'NS BACKFILL GRADE AT MI FACE 1 r 1 J N t 1 t 1 r HATES; 1, INSTALLATION TG 8E COMPLETED IN ACCCKINCE WITH MA 4UFACA ER'S SPECF1CATICNS., 2. DO Nlr SCALE DRAWIPIOS., 3, Mk DESIGN SHALL BE PREPARED BY A REGISTERED ENGINEER FAMILIAR VIITTH SPECIFIC SITE C ICITIONS. I. CONTP,ACTORS MOTE: FOR FROWN AND PLI CHASING INFORMATION VISIT wwm,PROJEOTrncrkstarte.corn REFERENCE NUMBER 4 6-{XJ3B 0 RETAINING WALL USING GOEGRID ELEVATION PRTTFCTFO WI' COPYRIGHT - 406-0:13R 01.01 /07 www.cncldethil g. resm LOCK+LOAD CONSTRUCTION - FILE 527 TOP OF WAL TYPICAL SECTION OFFSET DIST = ORIGINAL OFFSET PLUS ROW # X 10/1 SETBACK nts 10 OOmm DESIGN HT / OF WALL LAYOUT CONTROL 1 inch = 25.4mm i 4 LA SOIL REINFORCEMENT AS PER SPECIFIC DESIGN 4 MO INDIVIDUALITY ALLOWS VERTICAL AND HORIZONTAL VARIATIONS IN PLACEMENT WITH IN EACH ROW & SECTION LOCK+LOAD Retaining Walls Ltd. Except as specifically authorized in writing by Lock&Load Retaining Walls Ltd. possession of this drawing does not authorize use of its contents for other than the express purpose for which it hos been provided nor tronsmission of this drowin4 oe its contents to third porties. Find professional determination of the suitability of the contemplated useage and the manner of the opplicotion ore the sole responsiblity of the User. Design and Mofysis shod be performed by a qualified Engineer. PAN E� COUNTERFORT ASSEMBLY DETAIL LOCK+LOAD SECTION - FILE 512 s •. 1oV/1H BATTER WALL HEIGHT FINISHED GRADE AT WALL FACE RETAINED GRADE DESIGN SPECIFIC TOPSOIL / PAVEMENT W,M### REINFORCED SOIL RETAINED SOIL FACE GRAVEL FOUNDATION DEPTH �750mm 2.5 ft DRAINAGE AS SPECIFIED TYPICAL ELEVATION Except as specifically authorized in writing by Lock&Lood Retaining Wolfs Ltd. possession of this drowing does not authorize use of its contents for other than the express purpose for which it hos been provided nor fronsmission of this drawing or its contents to third parties. Final professional determination of the suitability of the contemplated usage and the manner of the application are the sole responsibility of the User. Design and Analysis shall be performed by a qualified Engineer. LOCK+LOAD WALL BATTER - FILE 528 VERTICAL ALIGNMENT STANDARD ALIGNMENT 10V/ 1 H 5V/1 H BATTER USING SPACER BRICK OR WOOD SPACER VARIED SETBACK VARIED LOCATION 5V/1H SLOPING WALL FACE. NEGATIVE BATTER PLANTABLE LOCK+LOAD Retaining Walls Ltd. Except a ch.cifkcry authorized coIdling lode......RM. worLoft% contents 7. "et telt * express purpose, r..rhid h.s been po4dsd .a Vawu.doa at We dro.9 or es conleols to Died a Ihe c.Rab:ly a contereloled moos M. reamer im.dr..o ere the so . r a the User. Desk. and M.ysia shoe be pM1caorid by e qualified Egira• nts 1 inch = 25.4mm VARIBLE SETBACK AND POSITION TERRACED WALL LOCK+LOAD - CORNER - FILE 521 RIGHTCORNER HAND "DOUBLE" RIGHT CORNER CORNER ASSEMBLY TOP VIEW LEFT CORNER --165---� RIGHT CORNER ( ELEVATION VIEW OUTSIDE CORNER LEFT CORNER TOP VIEW — CORNER DETAIL 2I LOCK+LOAD Retaining Walls Ltd. nts 1 inch = 25.4mm LEFT CORNER Except as specifically authorized in writing by Lock&Load Retaining Wolfs Ltd. possession of this drawing does. not authorize use of its contents for other than the express purpose for which it has been provided nor tronsmission of this drawing or its contents to third potties. final professional determination of the suitability of the contemplated useoge and the manner of the application ore the sole responsiblity of the User. Design and Analysis shall be performed by a qualified Engineer. RETAINING WALL SYSTEMS 31.511W 12..5" IwIN LOCK+LOAD RETAINING WALLS, LTCB. 1681 CHESTNUT ST,. SUITE 400 VANCOUVER, S.C. V6J 4t46 1-877 901-9998 PHc1NE: (6O4.) 732 —99 c FAK: C SOL4737-1140 www_Iock— Iagd _cc, rn 401411 4-130,4 1.5 1 END VIEDi' 240IWM 725WM 2115° FRONT VIEW. ..• .1 •A.Q A T; • A. • Y ...� , If . n T A• • • , �• .4 . • • .� • ,.1 A. A .� s -'i--• • , •1 i Ta P SL1 E' r SEI BLY SECT1 DN COMPONENT VI, 14-D POUNDS O NOTES: 1_ t+ TA11 T1ON TO BE C# IPLETED IN ACOORDANCE wjrTH MANLFA#TTURER'S SPECIFlCAT1DNS. 2. DO NOT SCALE DWING,, 3. FINAL DEIGN SHALL BE PREPARED Err A REGISTERED ENGINEER FAMILIAR 5111TH SPECIFIC WE CONDITIONS, 4.. CONTRACTORS NOTE: FOR PRODUCT AND PURCH&.SIND NFORMA11C VISIT www_PROJECTrrbrkstatte,anrn REFERENCE NLIWBER #DC+ -01B 0 CAPSTONE ASSEMBLY SEC'TIDN, PLAN MID EL.EiA41ION 'IitlFCTFT) RI' COPYRIGHT - 41J8 -i 18 01/71/02 unuw.r:nddethil rnm