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� <br />ni16 G GN� O � �D <br />�,� �'c <br />C TAYLOR'S <br />2508 Grand Ave. 25[•5�� <br />Cverett, Y�'A 98201 <br />RBPi,.�CRNI'.N`I` OP r�75TTNG RETAINT�G h41LL <br />A; Owner WiJl p�"ovide plans �znd permits <br />B; Contractor uill post all �;E�plicoble permits <br />C; Remove and save posts :iCtings and fenc;nq crom e�istin; '- L L� <br />'I � f..r <br />wall at 250£3 Gr:end <br />D; <br />ii ; <br />Remove er,isCiny wall, sLeps and dirl lo conCorm witl� <br />site making allowance for drain systc� ` r, <br />`1,��� <br />Construct two nex rei:r�ininq wal.ls�on prop�r foots on <br />Ep,^� and South side of new walls in a continuous pouc �� <br />with the South Wall of 2506 Grand. 5/8 bolts to Ue <br />inserted every two feet in top of all three sides of � <br />�,rtn�� <br />retaining walls with thread e.xposure oi sufficient.c�a-��. <br />to bo1L on evenLual �� 1's. <br />F; Construct steps and pad to conform with plans coordinating <br />With cantinuous pour of. �i08 �lls i�i p�ragr��h r. <br />G; Grave] area, size u: a[c� un �ir�iwiny:; dnil plare �� fuu[ <br />inch concrete slab wit.h drain over entice area. Add Hire <br />mesli prior to �oYr, keep it up from slab bottom. Thicken <br />slab at outside edge. Grade alley gravel, leveling off e�en <br />with the top of the Illew slab. Make sure drain is at least <br />one inch Uelow siirface of nev slab a�id drains into <br />sewcr linc• <br />� <br />