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SENT BY DEPT, OF COMMUNITY DEV410-24-05 12:07 CITY OF FEDER/ AY 205 403 4577y# ,2 TxCity of Federal Wa "' ..itEmervkit.._ ASU i FOR BUILDING PERMIT PLEASE PRINT _ APPLICATION #: 6C-12°(.5---Q 367 RITE LOCATION ;Address Tenant Ofknow,? �[�/' � -, _ __._�.._..,.�_� BuildingLo Owner �� .. _-"---- /4.6 Addraes City9,,Wi _ State a Zip --Mr-1 - �� �---- Nature of Work kaM/ Cj, ' ees APPLICANT Name i,',1\4.1.) ` -- ------ --wm... _..., —ILI ' .i44/.29(4t."(-1 Address ,0 W& t- b-(/ City fav _. P 1072,1 St r& 2 21p iv'2/ Contac'. Perso _� Day r,-,f-_ 1tng: ffiora Fax BULLDLNG CO\TRACTORz— -'-1 Compar'r Na-,e, J .. _____41..ei______ ..„ _......................_ Address i 0 lYI, J/E -- r City loin/ /7/ State L___+ ip-7 .--4-6":2 � Contac: Perso- .......V.--..___k_. '._______.....— T— Nhcre rax • Contractor's 4 (^_.ard rn.4.. be presented! _ exp ru Verified Yes 0 No I_ rL , 4RCmTECT Name Address _-.. _. __- —_ City State 2-P ContacT Person P^one Fax •,,..� LE3Al. DESCRIPTION • �► \V! 0 ‘-,k, 1 I a- me- k.39 N 1 I I,,, 1 . ‘ , \ I/ / / / I . � 4 �` ‹'f` / t 1 / / / / • ...%___..2_4_f_ , , / /i l / r _ ,' / / 1 / / '� / / /), , , , , , 1 '\ ,\ /� / / / / ----7—i-- / -1 �i / ' \ , mni mr- 14 ail \ I / I 19.9 / /. mcnmrn GI b (� , ! / / .3---TL —1/__l / / /178 / > t \I 4 / / \�, / /\17, / /177 7/ �/ �' // / A ° o -12 m \ .„ \ i / / / / / / / / / / . `_ /r , _, d O -/ ; ..., ( / / / / / / / I/ / // - Q 1 / / f Iby6 /' / 17 .o ( / / / /" ct, mo0 / / / / ,.._ ,.. JO ' 1 / I / / / If / / / / / / / / c• ® � � t I / 1 / / /) / / / / / / / 2 ,,• {�pOz5_ ti I � / / / / / / / • < cgo i �� \ �\ (1 // / /' / // 4 /Ib°1�1 / / // I tP�4 / i /i v z \ / / r ' // /\ MAIN Fir, 06' \.. i P' Co \\ , r� � I / / � / I // / / / ,;'s. . 4D' LONC1 RoGKEI-Y 4 _ — / / �� / 1b \ ►\ I / / / / / / / / 40P� ` -,..0,w. 1-4-o • / / / / ,/ / T,oW. -t 11!o" MA's \ i -- - I _ �/ / / / lio+> ' ,m/ / / / / //; // T,o.w. +l`-o" , I / lot. I� / , /43 // / / \ / �// ,/ -. ‘zc�ll�� Sr�.�►per� L�-rr�iz , / �' / / / / /v/ / • / fig a.,,cE a,c fiGic./20y Fcu. ' / / / 6et.) -/t7,/i....//c.*[_ elva-/Aleer- 0.- P-/,../.4Z- :11 / / / / / // / / / . "r br / // / a dam J / 'm^/ 5' si2EYA-Z SE1�P�GK !__ ' I , / / / / �m/ 7. rif 7/ i �/ / / / / ,� `�. / , '� ' 1.,iti. / , , /r / / // , , // 7 1l��1-� / / / 0( meq}° / / /0�yREVSO11 DATE r , '� I /'I ��' , / / / APR 0 7 1995 �1° / BITE PLAN APPROVAL ��� �� /.- / / / 'rennit Number. ,i�93 °3z ' " cC 27._ r ' I / • Approved By: iiir / /--- � —COMMONS. / \f>° -- / / ' Rocgegy PLAN ' STAFFORD HOMES �'�INC.�� 16016118th Place NE PLA5AP4T PILL 14 Bothell,WA 98011 (206)488-2222 7 Itl Mar' JU y5 Ib :2U NO..UU( V .U1 ir III .- 1 ,; ::.f Inc.. 1�' �i;;i TERRA ASSOCIATES, W, Consultants in Geotechnical Engineering, Geology and Environmental Earth Sciences MEMO To: Randy Skiles March 30, 1995 Stafford Homes Project No.T-2199 From: Ted Schepper,P.E. Terra Associates,Inc. Subject: Rock Wall Reconstruction Lot 14,Pleasant lull Federal Way,Washington Randy: On March 28, 1995,we met with you at the above subject site, The purpose of our meeting was to determine an acceptable method of repair and restabilization of the existing rockery construction on the site. During our meeting it was decided that the south rockery adjacent the driveway construction would be dismantled and completely rebuilt. In rebuilding the rockery, large five to six man-size rock would be used in the lower four feel fa..iub a,,ati ve gait cut,with the upper pertien of the rockery rebuilt with n reinforced backfillytrhilo at the site,we provided general details and recommendations to accomplish this construction. For the two-tiered rockery section located off the southwest corner of the structure,the soils behind the rockeries will be reinforced by using a soil nailing procedure. This system will essentially consist of driving 1 1/4 inch Grade 60 steel bars through the face of the rockery for a minimum horizontal distance of ten feet behind the rockery. Six by six by 1/2 inch steel plates would then be attached to the head of the nails and snugged tight to the rockery face with a bolt. The nail head which includes the bolt and the plate would then he grouted over. Nails would be placed on about two foot centers both lwrlwutelly uud vvitt:ally 1lnou 1, vNv sb io tl, istk wall. We previously provided a general detail for installation of this soil nail reinforcing, which included a shotcrete lacing. A similar approach will be used except that shotcrete Pacing will nut be applied. With improvements to the existing rock wall construction made as described, it is our opinion that satisfactory stability will be established. We should be contacted to provide engineering observations during the reconstruction procedure. It-you 1 ve an questions or need additional information,please call. T d Schepper,P.P.. 12525 Willows Road, Suite 101, Kirkland, Washington 98034 • Phone (206) 821-777