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NOTE: S.S.D. RISERS TO BE REQUIRED
AT ALL CONNECTIONS, TURNS,.
BEGINNING OF RUNS, AND 300'
INTERVALS OF PROPOSED SUBSURFACE
DRAINS.
LEGAL DRAIN
TO REMAIN
� II
88
LAKE
1C
STUB ONE LENGTH SSP O 0.48%
PLUG SEAL
INV 877 1.02 I
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-STOD
INV 4.64
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THE ENGINEER AND /OR OWNER DISCLAIM ANY ROLE
IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
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LEGEND
EXISTING SANITARY SEWER
EXISTING STORM SEWER
— ----�
I
PROPOSED STORM SEWER
.. y
DRAINAGE AND UTILITY EASEMENT 7.5' D8eUE
PROPOSED GRADE
MEE
EXISTING 5'' CONTOUR
EXISTING 1' CONTOUR
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