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PER CURRENT
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NOTE-- (E-G.-G.FIBERR BOARD)
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` REDUCE SPACING 4OL GAr,BIr NOT TO SCALE REV. OIZ17) NOT TO SCALE (REV. 01/17) + CERTIFIED BY
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SIGN L
A 8 1 C I D I E F L
pBINE 10 r 6 SIC 3 7r >c =WTI #4 REBAR 4" O.C. ISSUANCE INDEX
EACH WAY /4 REBAR 4" D.C.
MIN 24 r 8 IC 4 10 `—rAruI Hort.
STD. 30 r 10 1a 5 12r --- -
EXPWY 36 ir 12 12C I 15 ADA ACCESSABl E RAMP, TYPE 'K'
9
SPECIAL b 1i 16 /6C 8 m
COLORS
LEGEND - a � �
BACKGROUNDCT % B' POST
(P
(PRESSURERE TREATED) REATED)
O 6'O.0
STOP SIGN DETAIL +
NOT TO SCALE (REV. 01/17)
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a
SLOPE CONCRETE 1' ABOVE
_ b � 5' DEEP, j2 AGGREGA � k FINISH W/ STEEL TROWEL q
'1"YPAR' FILTER FABRIC OR GROUND 3
c i APPROVED EOUIVALENT _
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UNDERORAINS
i 2 ?
4' GROUP' PIPE VIC-
FOR UNDERDRAINSNINA . YINNOTES. J ILI •• I -
1. GROUP 'C PIPE SHALL BE PER INDIANA STATE HIGHWAY STANDARD
03/17/2017
3'X3' WADE
PROJECT PHASE:
PRECAST REINFORCED
PRECASTREINFORCED
CONCRETE BASE REWIRED (ROOT GRADATIONS)
CONCRETE STRUCTURE
REVISION SCHEDULE
CONCRETE STRUCTURE
6' WALL THICKNESS
STEEL WEIR PLATE
6' WALL THICKNESS
THE FILTER FABRIC.
TCP O 833.57
STEEL WENPLATE
i
TOP O 836.19
6' CIRCULAR ORIFICE
-
Cj 6 O Q
6' CIRCULAR ORIFICE
NOT TO SCALE
NOT TO SCALE
PERFORATED PIPE
O 633.65
[1'
O 828.2
Project Number 2016.00348
SITE DETAILS
8" RCP OUTLET
O 00
25' CIRCULAR\\\
O ORIFICE IN WEIR
0
O O 828.2
6'PERFORATED PIPE
O 631.1
15' RCP OUTLET
O O
V CIRCULAR ORIFICE
O IN 'WEIR O 831.1
O
O
O
1. GROUP 'C PIPE SHALL BE PER INDIANA STATE HIGHWAY STANDARD
03/17/2017
3'X3' WADE
PROJECT PHASE:
PRECAST REINFORCED
CONCRETE BASE REWIRED (ROOT GRADATIONS)
CONCRETE STRUCTURE
REVISION SCHEDULE
2- CONTRACTOR NAY USE, AT HIS OPTION, EITHER THE AGGREGATE OR
6' WALL THICKNESS
STEEL WEIR PLATE
THE FILTER FABRIC.
TCP O 833.57
NORTH POND
i
WOOD POST DETAIL
6' CIRCULAR ORIFICE
-
Cj 6 O Q
O 829.95
NOT TO SCALE
NOT TO SCALE
PERFORATED PIPE
[1'
O 828.2
Project Number 2016.00348
SITE DETAILS
8" RCP OUTLET
O 00
25' CIRCULAR\\\
O ORIFICE IN WEIR
0
O O 828.2
1. GROUP 'C PIPE SHALL BE PER INDIANA STATE HIGHWAY STANDARD
03/17/2017
8' THIO( REINFORCED1 `6' 12 or j8 STONE
PROJECT PHASE:
SPECIFICATIONS SECTION 71&
CONCRETE BASE REWIRED (ROOT GRADATIONS)
8• THICK REINFORCED 8 a or STONE
REVISION SCHEDULE
2- CONTRACTOR NAY USE, AT HIS OPTION, EITHER THE AGGREGATE OR
NO. DESCRIPTION I DATE
1 TAC COMMENTS 5/10/201
THE FILTER FABRIC.
1'-4'
NORTH POND
PIPE UNDERDRAIN DETAIL
WOOD POST DETAIL
OUTLET CONTROL TRU. IR
SOUTH POND
OUTLET CONTROL STRUCTURE
Cj 6 O Q
o NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
Project Number 2016.00348
SITE DETAILS
1. GROUP 'C PIPE SHALL BE PER INDIANA STATE HIGHWAY STANDARD
1 I (-ILS " �I �) I I I I
8' THIO( REINFORCED1 `6' 12 or j8 STONE
SPECIFICATIONS SECTION 71&
CONCRETE BASE REWIRED (ROOT GRADATIONS)
8• THICK REINFORCED 8 a or STONE
2- CONTRACTOR NAY USE, AT HIS OPTION, EITHER THE AGGREGATE OR
CONCRETE BASE REQUIRED (INDOT GRADATIONS)
THE FILTER FABRIC.
1'-4'
NORTH POND
PIPE UNDERDRAIN DETAIL
WOOD POST DETAIL
OUTLET CONTROL TRU. IR
SOUTH POND
OUTLET CONTROL STRUCTURE
Cj 6 O Q
o NOT TO SCALE
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE