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DETENTION
BASIN
M.H. 11.4
T.C. 854.00
INV. 847.94
STA. 12 +30.22
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moo EXISTING PAVEMENT AND CURB REMOVAL
0 SIGNAL AND REPAIR REQUIRED
F SEE DETAILS THIS SHEET
M.H. 11.1
T.C. 854.50 ,c 0',
INV. 850.39 °' 0
A
�' x0 M.H 11.2
T.C- 855.00
Q), INV. 849.95
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45 LF OF 38 "x60"
/,'— RCP ® 0.499
INV. 847.72
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20'x40'x12"
RIP —RAP
` --TREE TO
M.H. 11.3 BE SAVED
T.C. 854.00
INV. 848.96
TREES TO
BE SAVED
STA. 15 +25
STRUCTURE DATA TABLE
Structure Number
CB
10.1
MH
10.2
MH
10.3
CB
10.4
MH
11 1
MH
1 1 .2
MH
1 1 .3
MH
1 1 .4
NOTE: NEENAH CASTING OR EQUAL
Structure Type Casting Type
Inlet Type "A'
R- 3286 -8V
Manhole Type
"B"
R -1772
Box Structure
F-
R -1772
Inlet Type "A"
R- 3286 -8V
Manhole Type
"M"
R -1772
Manhole Type
"M"
R -1772
Manhole Type
" M"
R -1772
Manhole Type
" M"
R -1772
EROSION CONTROL NOTES:
1.) EROSION CONTROL BLANKET REQUIRED SHALL BE NORTH AMERICAN
GREEN S -150 OR EQUAL.
2.) TEMPORARY OR DORMANT SEEDING AS SHOWN ON THE SEEDING
SCHEDULE SHALL BE PLACED BY THE CONTRACTOR IN ALL DISTURBED
AREAS IMMEDIATELY UPON COMPLETION OF THE EARTHWORK EXCAVATION.
3.) SILT FENCES SHALL BE INSTALLED BY THE CONTRACTOR IMMEDIATELY
AFTER THE STORM INLETS AND CATCH &IS /NS HAVE BEEN INSTALLED.
AREAS REQUIRING SILT FENCES IN SWALES AND DITCHES SHALL BE
INSTALLED AFTER OF THE EROSION BLANKET.
EROSION CONTROL BLANKET
NORTH AMERICAN GREEN C125
OR EQUAL.
LIMITS OF REPAIR
EXISTING
PAVEMENT
COMPACTED GRANULAR
9ACKi7LL
330 I JL3D
NOTE:
SAW CUT 7/3 PAVEMENTTHICKNESS THEN BREAK OUT.
PAVEMENT REPLACEMENT TO BE FULL DEPTH ASPHALT (CONCRETE)
REPAIR OF STREET CUTS
NO SCALE
20 +{)Q
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DATE: FEBRUARY 1993
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