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DIRECTION -H
OF FLOW `V
#8 STONE (1' —
MIN. THICKNESS)
PLAN
TOP OF DAM 4" EMERGENCY
OVERFLOW WEIR
_i
BOTTOM OF DAM
SECTION B -B
2'
1 (MIN)
I
-
�
v
CV
III , Ili ;ill, I'1 !1;; 1►� I�— .I_,
#1 STONE
III —
SECTION A -A
MAINTENANCE:
1. INSPECT THE STRUCTURE AFTER EACH STORM EVENT, REMOVING
SEDIMENT AND MAKING NEEDED REPAIRS IMMEDIATELY.
2. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZES,
REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT
AND CONSTRUCTION MATERIAL, AND RE- STABILIZE.
ROCK CHECK DAM DETAIL
NOT TO SCALE
SEASONAL SOIL PROTECTION CHART
STABILIZATION
PRACTICE
JAN.
FEB. ,
AR.
APR,
MAY
JUNE I
JULY
AUG.
SEPT. {
�
OCT. I
(
NOV. i
DEC.
PERMANENT
SEEDING
A
I
I
-
DORMANT
SEEDING
B
I
I
' B
I
I
TEMPORARY
SEEDING
"
�'I
I
E
SODDING
I
MULCHING
G —
A = KENTUCKY BLUEGRASS 100 LBS. /ACRE; CREEPING RED FESCUE 100 LBS. %ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS. /ACRE
B = KENTUCKY BLUEGRASS 120 LBS. /ACRE; CREEPING RED FESCUE 120 LBS. /ACRE;
PLUS 2 TONS STRAW MULCH /ACRE, OR ADD ANNUAL RYEGRASS 30 LBS. /ACRE
C = SPRING OATS 3 BUSHELS /ACRE
D = WHEAT OR RYE 2 BUSHELS /ACRE
E = ANNUAL RYEGRASS 40 LBS. /ACRE ( 1 LB /1000 SO. FT. )
F = SOD
G = STRAW MULCH 2 TONS /ACRE
* /I /* = IRRIGATION NEEDED DURING JUNE, JULY, AUGUST AND /OR SEPTEMBER
** = IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD
TEMPORARY SURFACE STABILIZATION:
LOOSEN TOP 4 INCHES OF SOIL AND INCORPORATE TEMPORARY SEED INTO TOP 11/2 INCH,
IF LESS THAN 1 INCH OF TOPSOIL EXISTS, INCORPORATE 1 INCH OF ORGANIC MATER SUCH
AS COMPOST, PEAT, OR TOPSOIL INTO EXISTING SOIL BEFORE SEEDING.
PERMANENT SEEDING INSTRUCTION:
SEE B12 ON SHEET C5.3.
FLAN
EXTEND APRON TO LENGTH SHOWN ON
EROSION CONTROL PLAN
APRON
END SECTIION'
7 \
NO OVERFALL
�-
STORM PIPE SECTION FILTER FABRIC
OUTLET PROTECTION DETAIL
NOT TO SCALE
NOTES: 1. FOUNDATION SHALL BE GEOTEXTILE FABRIC FOR STABILIZATION AND FILTRATION OR
WELL- GRADED GRAVEL FILTER LAYER AT LEAST 6 IN. THICK
2. STONE SHALL BE HARD, ANGULAR, AND HIGHLY WEATHER - RESISTANT RIPRAP STONE
AT A THICKNESS OF 12 IN. MINIMUM OR TWO TIMES THE STONE DIAMETER, WHICHEVER IS GREATER
3. MAKE SURE THE TOP OF THE RIPRAP APRON IS LEVEL WITH OR SLIGHTLY BELOW
THE RECEIVING STREAM. (RIPRAP SHOULD NOT RESTRICT THE CHANNEL OR PRODUCE AN OVERFALL)
PROVIDE CROSS BRACING
WHEN NECESSARY
WOOD, METAL, OR
SYNTHETIC FRAME
X
� I i
A I A
I Z
r
l 1,14 Ali i IJ J _J _1 -1J.11.1_.L.Li7 Ll_I �
Nftl
BURIED GEOTEXTILE
FABRIC. 4oz. MIN, 3' MAX.
FRAME DETAIL
BURIED GEOTEXTILE
BURIED GEOTEXTILE FABRIC. 4oz. MIN.
FABRIC. 4oz. MIN.
COMPACTED FILL --N,
�' *mll
INLET
SECTION A -A TRENCH DETAIL
SILT FENCE INLET FILTER
NOT TO SCALE
STONE BAGS
DRAINAGE STRUCTURE
SEDIMENTATION CONTROL
NOT TO SCALE
NOTE:
INLET PROTECTION BAGS (SUCH AS THE SNAKE
BAG BY VOLM BAG COMPANY, INC. OR EQUIVELANT)
SHALL BE PLACED AND MAINTAINED AROUND NEWLY
CONSTRUCTED DRAINAGE STRUCTURES. FILL BAGS
APPROXIMATELY HALF FULL WITH #5 STONE. BAGS
TO BE LAYERED 1 TO 3 HIGH AS NEEDED, AND TO
REMAIN IN PLACE UNTIL SITE WORK IS COMPLETED.
NOTE:
IF CUTS BECOME GREATER THAN 3' AN NORTH AMERICAN GREEN STRAW /COCONUT
ADDITIONAL 6' OF SOIL MUST BE FIBER SEEDED EROSION CONTROL BLANKET -
REMOVED & REPLACED // S150 FOR USE ON 3:1 SLOPES
FOR SEED.
I
i � �••1 MPX
\ 1 /4 "; FT.- --
I AS SHOWN
ON PLANS
_ BANKS TO BE SEEDED & MULCHED PER THE SEASONAL
SOIL PROTECTION CHART & APPROXIMATE SEEDING DATES FOR INDIANA
TYPICAL GRASSED WATERWAY SECTION
NOT TO SCALE
i7•'
1.3
3'
r
Q
0
e
0
of
AIl1A1 1A nWCAI
MIN.
3l OR
�8Q°
o�• . �O� o.O ° 0.0 0° .o
O
o
o
0
° ° O
000. .0
p ° O O o
O°O° a C) O 0 .O 0 Co 0 . a
° 0'Q° OJ b ° °. 0O o ho ° 0 `
6`06 D 0 O' o O H °
,o
w 0 0;O�0°.0 • O O0° 0.0 0 0 �O 0 0 °
0
�.°Uo Q� 0O ° ° Ld b0 O 0 Q 0 0 � 0 0 0 0.0 Or
0 0 O o O 0. 0 ° dO0 O O � � 0 0 o0°C O ° 0b°. (0 q � g b ° 40
0 0 O' 00 Oqj 0 0 0. .0
0 0. °
° 1 O 6" MIN.NO. 2
CRUSHED STONE
GRAVEL CONSTRUCTION ENTRANCE
NOT TO SCALE
c-n a nc OnCTC DC'D
FILTER FABRIC
FLOW
WIRE
WOOD POST
�I =1 I I_ •loll , � I I f -^
EXTEND FABRIC & --
WIRE TO 4" BELOW
SURFACE
300
275
250
225
200
SLOPE 175
LENGTH 150
FT. 125
100
75
50
25
SILT FENCE CONSTRUCTION
NOT TO SCALE
I
1 STAPLE PER SQ. YD. 112 1 /1f LCJ 1 .K•
GENERAL STAPLE RECOMMENDATIONS
B
C
3'
C
C
E3
A
A
x
op
x
x
x
x
1 STAPLE PER SQ. YD. 112 1 /1f LCJ 1 .K•
GENERAL STAPLE RECOMMENDATIONS
B
C
C
C
C
E3
A
A
B
B
4:1 3:1 2:1 1:1 llnhVVIVGL
LINING
SLOPE GRADIENT
d
NOTE:
POSTS SHALL HAVE A MINIMUM LENGTH OF
36 INCHES PLUS BURIAL DEPTH. POST MATERIAL
SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL
BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE
DURING INSTALLATION AND TO SUPPORT APPLIED
LOADS.
FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC
CONSISTING OF STRONG, ROT RESISTANT,
MATERIALS RESISTANT TO DETERIORATION FROM
ULTRAVIOLET AND HEAT EXPOSURE.
C
3'
2 STAPLES PER SQ. YD.
ADDITIONAL STAPLES AS REQUIRED
DUE TO DEPTH OF FLOW
(8) \ x
x
NOTES
CHANNEL LININGS UTILIZE STAPLE PATTERN "C"
WITH ADDITIONAL STAPLES ON SIDE SLOPES AT
PROJECTED WATER LINE.
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN
EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY
DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE
OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE
PATTERN "C" SHOULD BE UTILIZED.
Architects
T Consultants
Engineers
Ffi E 1
kMERICAN
CONSULTING,
INC.
1260 SHADELAND STATION
INDIANAPOLIS, IN 46256.3917 I
317547.5580 317543.0270
:opyright (C) 2005 — American Consulting. Ina
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PR BLOCK C, LLC.
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DRIVE
INDIANAPOLIS, INDIANA
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(LOT 3) AT WEST
CARMEL CENTER
F
CONSULTANTS
F E T,qy
JG %STER
No.
* 19900549
STALE OF
�••.(ND IAN *.•;'SR
CERTIFIED BY
DATE- 03 /3V06
ocn
CHECKED BY, AF
ISSUED FOR- DATE-
ACE PROJECT IN2004.0948
TITLE-
EROSION
a
CONTROL
DETAILS
C5m2