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<br /> She�t 4 Sheet �5 � � Sheet 6 Sheet 7 ,.� o
<br /> 'Trail Layout and Excavation: •� ~
<br /> Contractor shall layout path alignmcnt with Projcct M;uiagcr bcforc cxcavauon. Minor dcvia!ions from the plan to mcct Mulch: �1 �
<br /> sitc conditions will bc allowcd with approval. Makc ncccssary adjuslmcnls of horironlal or vcrtical al�gnmcnl lo producc 2 inchcs of compacicd mulch. Mulch shall bc ground fir on c�mlcek ofuniform wlor fra;from wocd, M �
<br /> I thc dcsigned traihvay scetion of a 7 foot widc acccssiblc path at a grade of 1'of risc in 20'Icngth(5%). Such adjuslments sceds, sawdust and splintcrs. Shall not conlain components toxic to plant lifc. Sire shall bc 1/2"to 1/1/4" Fyi
<br /> j� sl�all nol be considered as changes. h�tent ot trail dcvclopment is W provide smooth transitions and cr•en gracle. Compact ��'�� �maximutn of 20 pereent{�ssing a 1/2"screcn.
<br /> �j all disturbed soil within the trailhed arca. Remove any rock within or above lhe backslopes that are unslable. Nydroseedine
<br /> ;� Planl rcmoval All hydroseeding shall be on a minimum 2"of 2 way topsoil �
<br /> Remove all blackberics including roots and other plant matarial as shown on plans wilhin work arca. Dispose ofoffsite. Seed mix shall be Evergrow Super Turf 61bs per 1000 sq' Date 7/' 3�ro3
<br /> Rockcrv 17% Affinity Perennial Ryegrass Revised
<br /> Conswct rockwalls as Exr Cit}• of Evcrctt St�ndard Dctail 324A dt B Rcekcry and scclion 3-I5.1. No rockcry wall shall 17%Nigt�lhawk Pcrcnnial Ryegrass
<br /> cxcccd 7' in hcight. All rockcry walls ovcr 30" in hci�'.. �rc protccted by railing on wall or on adjaa.�nt path. 16% Sccretariat Pcrennial Ryegrass ��n nM
<br /> Path Section-All paths shall be 7 feet wide. Top 2 i,+.'�:� hall be 3/R"minus compxted 95"�o. Subgrade shall be minimum 2 30%Creeping Red Fescue ��l�f J,��,Q
<br /> inchcs cnuhcd rock compx1a195%. 2(P/o Profortncr Chcwings Fcscue ����
<br /> P'ill Matcrials Railin _
<br /> � As part of this work lhe contractor shall import fill material to mect the intend of Ihe grades shown on lhe plan. Contractor Continuous railings galvanized as per City of EvereU Slandard Detail H325 and
<br /> can usc matcrials Gom lhc silc as pari of fill but all malcrials uscd shall bc frcc fmm largc matcrial ovcr 1 foot in diamcicr, dclail sheet-Railing Dctail Type A with Hu�d Rail
<br /> ��ood, rcfusc, bnish and csccss moiswrc. Numbcr Typc Lcnglh ,,,,,�a.
<br /> I lvdrosccd Arcas - In fill areas lop 2 fccl shall bc cican 2 way lopsoil, cican of dcbris,wccds or parls of wccds. 90% N I Type A 68'-0" ,���
<br /> compaction. All othcr arcas shall ha�•c a minimum of 2 inchcs 2 w:ry topsoil. 1�2 Typc B 142'-0" /'^'o°r"E��
<br /> �lulch Arc�s - Subsurfacc undcr 2" of mulch shall bc 2 fcct of cican 2 way lopsoil in fill arcas,cican ofdcbris,wccds or parls �3 Type A I50'-0" �
<br /> of�rccds. 90°/� compaction. �(4 Typc A 80'-0" ��onstruction ,��,Q
<br /> Path and Scatink Arcas - Subgradc in fill arcas shall bc cican compxlcd fill. IS%compaction. #5 Typc A 52'-6"
<br /> HG Type A 272'-0� Key & Notes SHEET
<br /> �� 30F9
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