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. � r i ii �V� �.A � V \ :� A��V�Q�`.��� g <br /> � I � �� � �' � �� �� . � -� �.���������' � <br /> � �' �- � � � A � � � �� � ����A � o n <br /> p � I 1 A . � � A � � � \ . �V A � o n <br /> � ° ° o 0 0 � � ��'A � a � \ ��� \ � \��� ��V�� �� V�; � � . /�� go <br /> O . A� � � � �V� � � : ♦ � � A ��.� m <br /> � � A� � ���A�V A i������ ���� ��A�� �������� � � . $ o <br /> � �\\ � � � � \\ � \� �\ ���� ��\���\��\�� > �����\.\��;�� : c <br /> \ ��� . A � A �� � ���'� C � � �� � � . � ��.� � w <br /> ; � �'.�� A� ?�� ` V� ��•��� ��A� � O`���V � `�.� � ���" i o <br /> � . . �>; �.�� A ..� ��� � � ��� ��� � V � � � ; <br /> �, <br /> - A `�`. ; � A � : � � ' - <br /> � , - . - �.C . � . �' \ � C ..A��� � W Z <br /> \ .���V A . � VA � � j � A ��� � � � � o Y <br /> � �� . � \ A � �� � � V ' � a w <br /> � �� \z : � ` � ��� �� �� . , � � :� II <br /> V � ;A � \ V � A� � �� �� � � _� � A �� � A � . <br /> � V\. �o� V � � ��,�� . <br /> � � � �� � <br /> � � ' � . � . . � . . . r <br /> . . .. . . . � . � <br /> ♦ n <br /> S <br /> ., . , �� �� �� �:� <br /> �\'� �'- � '\ �� . _ <br /> "`�� -_,.._ -. ���. ...�� - <br /> _�� � �� � � '.:> � <br /> . i ` ���: . �'� • ��a � �.�:.�� . . .. � �• <br /> ---. BID ALTERNATE �2 <br /> � . �, . .._ -�- __ -- .. ., '_ .. - _ - � gID ALTERNAiE M1 � j � <br /> � <br /> _' . -_ _. _ _ —"". " _ � ?� % C' \ \ \ 1 r 1 <br /> _ -_— ' _�M <br /> !!�' <br /> - - . �— '. .� q -._ .-. �g�,�� a;y� <br /> __ "' \� ._"Q,CEH _,. \`� !/� <br /> _ , <br /> _ � <br /> , <br /> �-- __ z - .. �. <br /> � �-M� tar� .!� ... _.._ �. .�. _.... �. ���4 <br /> � <br /> ti <br /> � . .. .. _. ` ^ , <br /> ni <br /> ti <br /> I ' <br /> �.. ._ � - .. -.._ � . ... .. � .... � . <br /> • •. _ �n�+ . .� ---. � y <br /> � .. � ',.-'- . '�— — �� � <br /> �� i � .. -.....� , . .�� �) ... . . � _ . <br /> __ ny <br /> 1( <br /> f1VYYw�-Y�-wYf ♦� �� -� - __ _ ( <br /> _ " � �J <br /> vvvvWVv�+�IVvv . .�a� a� ... . 4. . . ._. _ .. . . ` �� % F--1 <br /> _ '.� nl . . _v�. . _..._ . . ' . <br /> � 1 <br /> �♦ �\ <br /> 0 -- <br /> _. . _.— ---- � • =. ��. <br /> ---- - _ _ __— <br /> _ ., - --- - -- ._ <br /> _.... -- - __ . _ __.._- --- -- ---- <br /> ���:� ' �� r�i �2S <br /> " - - <br /> i - ---- - __ _. <br /> ^ :,... �� <br /> _ -__ -_ <br /> _.._J• <br /> � <br /> .- �. .. . �.... __ ___.__._ : .. <br /> __m x �y <br /> ,.. . : . a _.... - ' <br /> �._�' .. . .; . . . . <br /> ,_.__ � � _ . _. . '4._. - �-� . � <br /> � � r - <br /> 0 0 <br /> 400.)J � � � � y'� or'-- ' '� �d��: . i ��� �-_..���-�r <br /> . _- � z <br /> " ' i ' � �� _. _.. <br /> ���'1 �� � ■= _-- -- � �1 .a <br /> < U � <br /> V ' .� 1 . . .. _ <br /> � T� — _— <br /> _��'�. ��. ^ <br /> Sheet 3 Sheet 4 Sheet 5 Sheet 6 `" <br /> Q � <br /> � � <br /> Hardscape: � <br /> �� Contractor shall layout path alignment with Project Manager before excavation or placement of rock base. Minor deviations from the � <br /> ` plan to meet site conditions will be allowed Niith approval. Make necessary adjustments of horizontal and vertical alignments to <br /> constuct a hardscape sidewllk with a maximum grade of 1' of rise over 20' length (5%) and a maximum side slope of 1' of rise over � <br /> 50' length (2%). Such adjustments shall not be considered as changes. <br /> Subgradc <br /> Subgrade shall consist of a minimum of 2 inches of crushed surface top course. Subgrade shall be compacted to not less than 95% of <br /> maximum density. <br /> Fill Materials <br /> � The contractor shall import fill material to meet the intent of the grades shown on the plan. Contractor can use materials from the site ��••=� ����• ��—�� =� <br /> � as part of the fill. All materials used shall be free from, wood, refuse, brush and excess moisture. Materials greater than 12 inches in __ <br /> � diameter shall not be used. ____ <br /> j RockerY `�" ��� <br /> ! ocs�c�:�c Er: �u� <br /> � Cons�ruct rockeries per City of i;verett Standard Detail #324A. Rocks from existing walls dismantled on site may be used to contruct the °'�"" °' "`� <br /> � o�cc�En <br /> � new rockeries. ��J����� <br /> o�tE. a�/WI]W! <br /> � Ra��lI1Q5 Dir; rvc C� <br /> I SIII.1'.i <br /> 7J Railings shall be constnicted �vitli galvanized steel per City of Everett Standard Detail #325. J <br /> ` z ��� <br />