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1 WHERE EXISTING DRAINS ARE PROPOSED TO CONNECT 2.1 ALL EXISTING CATCH BASINS SHOWN ON THIS PLAN,AND
vi TO NEW STRUCTURES, PRIOR TO ORDERING THE DOWNSTREAM OF THE PROPOSED CONSTRUCTION SHALL
PRECAST UNITS, THE CONTRACTOR SHALL VERIFY BE PROTECTED BY LINING THE UNDERSIDE OF THE 'I
EXISTING PIPE SIZE, TYPE AND INVERT ELEVATIONS. CATCH BASIN GRATES WITH FILTER FABRIC. CAICH tJA,`.)IN
LINERS SHALL BE INSPECTED WEEKLY AND CLEANED, OR
REPLACED AS NECESSARY.
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STA. 0+00 TO STA. 44-79
PROFILE TIUTELA ENGINEERING A8SOCIATES, INC.
ENGINEERS PLANNERS� ARCHITECTS,
SCALE: 1"=20' HORIZ. WILMINGTON, MA PRovibENCE, RI
1"=4' VERT.
DESIGNED BY SCALE DATE
wim A��HOWN-�o JANU4RY 2008
1 .6/2008 SBH ASBUILT DVT -
- DRAM By EK
NO. DATE BY DESCRIPTION APPD APPROVED
CHECKED JOB NOY 1
I I
REVISIONS SHEET 1 OF 2 SHEEPS
DVT 1 4 r
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