2521 LOMBARD AVE 2016-01-01 MF Import

� LZA Proposed Immanuel Luiheran Church Addicion ,�•s_.�m� J-1788-3 � �i�`� February 23, 2005 p!/��j Page I �� � 1.0 ScorL oF S�av�crs Tlie autliorized scope of servires completed by ZZA for this project included a ��isual site � rcconnaissance, subsurfacc exploration, licld and laboratory testing, gcolechnical cngineering analyscs, and prcparation of this rcpori. This report was preparcd in gcncrnl acwrdancc with thc following documcnis: � ■ Pi•oposnl for S�d�sm_/ace Ga7�/orn(ion nnc( Geolechnicul /sngineering Trnlunlion, 1'roposer! /uunanue( Ludteran Church Arldition. Ererelt, INashington, Jaled January a, � 2005; � Written acceptance of the rcfcruiccd proposal was provided by Immanuel Luthcran Cl�urch on January 13, 2005. 2.0 Srrr Dt?sca�rr�ov � � The site is located at 25"L1 Lombard Avenuc in Everelt, Snohomisli County, Washington. "l�h� site is bordcrcd to thc wcst by l.ombard Avenu;, and furihcr Uy singlc-lamily resid�nti:il structures, to tlic north nnd south Uy singlc-family resid�ntiai structures and to thc cast by ° Broadway Avcnuc. , Thc sitc is currc��Uy dcvcloped �i�itli a church lhat was constructcd in 1947 and auxiliary � buildings to the north lliat wcrc constructcd in latcr }'c��rs. :�sphult co��cred ��irking is in usc cast of tlic church ancl nortl� of thc auxil�ary buildings. � 3.0 Pao,t�C'r DrsCR�P'r�o� Bascd on thc plan providcd by Gary Parkinson Archilccls, thc proposcJ projcct ��'ill consist of 3 dcmolisliiug thc cxisting auxiliary huilding nortli oC the Clturch and c;onstructing an approximatcly 9,130 squarc foot, onc- to h��o-story building in its placc. Thc foundations of thc i proposed structure��ill tic into the found,�tions of Qic existing churcli tiiwidations. � Zipper 'Leman Associatcs should bc notiticd of any de��iation hom tl�c pr�ject descripti<m presented herein tu �lrtennine i�s ��utcntial rfCect on thc conelusions :ind recommendatioas prescnted herein. 4.0 Sun�n�,v.cv or t�ir:i.i� ln��i�:s�r�c,��r�o� :��u L,vio�t,croiar Tesrinc Wc cxplorcd surfucc and subsurtacc conditions at tlic projcct sitc during Janua!y and Pebruar�� Z005. Tiie subsurface exploration program consisted of advancing four density cone pcnclromcters (designated as DCP-lA, 1Q, 2A, and Z[3) and two test borings (dcsignated as B-I and I3-2) in thc locations shown on thc Srre nnd li.�p/or�ilion Plnn (Figure 1). The �lensity conc pcnetrometers were advanced ro depths of about 4.5 feet Uclow existing ground surtace, adjacent to tlie north��est and northeast corners of tl�c church. T��o hollow-stem auger borings were ad��anccd to dcpths of about 16.5 und 21 fcct bclo�� esisting growid surface near tlte northwest crrncr af ihc church and :it Ihc north-cenfral ��nrti��n of thc csisting auxilinry buildiug. i-�n-i i.o>��u;