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<br />Note: This plan is not a final design plan, and is intended
<br />07�'XCr� G r 1/7 Q 715 \ _
<br />k \ for use during at excavation and base
<br />�f�v r G�rff Jlri d G✓f�%7 _- \� \ g P Preparation only.
<br />All peat below the layout of the new track is to be removed
<br />to the extent shown on the cross section. In places where
<br />there is no peat below the existing track, the Stonedust and X00 °7" T° ACX�
<br />cinders above the existing gravel base shall be removed and
<br />;
<br />the cinders replaced with gravel to within 6 1/2 inches of L I AJ PLAV445ROLJI D
<br />k\ finish grade. Since the existing track is less than the new
<br />/ ' k width, the ground must be excavated to a depth of 2 feet aside
<br />4 � i � � ice- ---- -''•n. _. �w -» .. _ \ \
<br />{ 1f�� ��f �jfp��ff���� \k \ the existing track to the new design width in order to obtain f
<br />f,
<br />f'LJlfflTTLlriGit!! — \may a full gravel base beneath.
<br />/ a zd backs %/ w/orr� i /n,
<br />gl-aY61 /try te\ 1
<br />13o®tan E31va i not 7022a
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<br />NO. DESCRIPTION DATE
<br />REVISIONS
<br />OWN DE ! EXINGTGN, MASS. �
<br />ENGINEERINu DEPARTMENT
<br />DESIGNf_D BY SCALE DATE
<br />,45 A10 TED
<br />bRAWN By
<br />©)E�G APPROVED
<br />CHECKED BY - JOB N0.s:
<br />SHEET Or SHEET i 1
<br />CONST
<br />
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