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1996, 11-25 Permit App: 96009818 Retaining Wall PROJECT NUMBER= 96009818 APPLICATION DATE= 11/25/96 PAGE= 01 ****** THIS IS NO A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 13602 E 12TH AVE PARCEL#= 45224 . 1913 ADDRESS= SPOKANE WA 99216 PERMIT USE= RETAINING WALL 6-1/2' HIGH BY 160 FT. IN LENGTH/ EXISTING PLAT#= 003124 PLAT NAME= EDDIES ADDITION BLOCK= 2 LOT= 1 ZONE= UR 3.3 DIST#= F AREA= F/A= A WIDTH= 102 DEPTH= 99 R/W= 45 # OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = VERA OWNER= LEHINGER, DOUGLAS G PHONE= 509 928 5578 STREET= 13602 E 12TH AVE ADDRESS= SPOKANE WA 99216 CONTACT NAME= DAN LAMBERT PHONE NUMBER= 509 534 5598 BUILDING SETBACKS: FRONT= NA LEFT= NA RIGHT= NA REAR= NA ****************************** REVIEW INFORMATION ***************************** DEPARTMENT REVIEW REQUIREMENT BUILDING PLAN REVIEW REQUIRED APPROVAL: ENGINEERED PLANS — OK DATE: 11/25/96 ENGINEER SITE DRAINAGE TO BE REVIEWED K0L_ 9 ,2( COMMENTS: RQ, ©ctAQ iavp0/ 1ac1P� PLANNING SITE PLAN REVIEW REQUIRED c 1iy COMMENTS: JJ ******************************* BUILDING PERMIT ******************************* CONTRACTOR= WHETSTONE DEVELOPMENT PHONE= 509 534 5598 STREET= 3714 E 19TH AVE ADDRESS= SPOKANE WA 99223 NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= OCCUP. LD= BLDG HGT= 6 STORIES= 1 BLDG W X D = 6 X 160 SQ FT= SPRINKLER= N REQ PARKING= #HANDICAP= CRITICAL MAT= N DESCRIPTION GROUP TYPE SQ FT VALUATION RET WALL 0 0 17000.00 PROJECT NUMBER= 96009818 APPLICATION . DATE= 11/25/96 PAGE= 02 4 ITEM DESCRIPTION )UANTITY FEE AMOUNT RESIDENTIAL VALUATION Y 215.25 STATE SURCHARGE Y 4 .50 RESIDENTIAL SURCHARGE Y 47 . 36 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 267 . 11 .00 267 . 11 267. 11 .00 267 . 11 ******************************************************************************* * PROJECT NOTE: TOPIC = CONDITIONS DEPT = BUILDING ******************************************************************************* THIS PERMIT DOES NOT INCLUDE DRIVEWAY PROCESSED BY: JOHN LARSON PRINTED BY: CAROL FRAZIER ******************************** THANK YOU ************************************ 4. • IDL V\17 • • . I • eodzoee0...%z.....i........• 3820 E. Broadway Spokane,Waariingtan v\is.4.1 .:. budinger & associa geotechnical & material a ngii Dan LambertNovember 15, 1996 . Whetsne Development 3714 E.i 19'1 Spokane,WA 99233 Project Number B96242: . Addendum#1 • PROJECT: Lehringer Residence . • 13608 East 12`h I Spokane,WA • ' SUBJECT: Anchor Block RetaininZ Wall ' Dear kr.Lambert, • At your:request,we have re-run the calculations for internal stability,using the computer program 1' supplied by the manufacturer(Anchor Wall VER.2.0),which appears to be in compliance with the .. design manual for"Design Manual for Segmental Retaining Walls)by the National Concrete • ; Masonry Association. i • • As might be expected,we arrived at the same conclusions as the designer; that is,that safety factors • i.•. are within acceptable limits for internal as well as external stability. This does not take into account .: E • the concrete cap at the top of the segmental units which will increase the strength considerably. : • #i Neither does it take into account the buttressing effect of the T-shaped driveway which provides : more support for the highest portion of the wall than does the reinforcing. ' i i ' we believe that,if the wall were constructed with the reinforcing placed as designed, .! : the safety factors are within acceptable limits,and that the risk of wall failure is negligible. i •.I l i ` - • This report presents our professional opinion based upon design formulas and computer programs prepared by others. It is based upon field examination after completion of construction,and • :14: ' assumed soil values which we believe to be conservative. This does not constitute a geotechnical .•1 3 • investiOtioa conducted to the standards of the profession which we would be pleased to conduct,but ; ;'s 4 , which i8 not normally considered warranted for such small projects. The conclusions expressed i t i herein comprise professional opinions,and are presented in lieu of any warranties,expressed or ,i l• ' implied: , r. 6 :....-i•...:,IN y g.t..:t-IVA, , . 414‘. 451,-- -......Iiiiii i:• +Iia .— , Cr s3 1 �� C, FCB/sr.•-.•• . . I@NA1- -' I. , EXPIRSS 6n3i 1 • F.C. Budinger PE Stephen D. Burch.ett ... (509)535.8841 John 2. Finnegan, u"' . Scott L. Walters FAX (508)535-9588. ! , ! 1 1 i 44i1 , lig lotrackl- ,- .... ., ..., 1 , < , L.C):Ts4 % 4CQ. 1...)W7ilici, 1 1 li -— 111110.111~4minkorrama, 46 iI. ---) I .., . -• . i 1 - , • 1 i ..._ I 1 ., -- . .., . F _ . 1 1 . , • , _ ... _ , .••.„. , F . . _,. ..r.l.. . 1 . . ........._ . _,. ...--