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FILLER USE
. _ PAVEMENT NCRETE PAVING
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CRUSHED STONE .
DUTY R -2668 TYPICAL PAYING
STRAW BALES w/TYPE 'C' GRADE SEE SITE PLANS
AROUND GRATE 6, 04 CONTINUOUS (2)
EXISTING PAVEMENT
.STRAW BALE BEYOND p
i� x ' % %\:, /'f �� '�% z Beaman Associates,: Inc.
; i,J J Arehitects Enginesesrs
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CONCRETE
5105.5 Madison Avenue
BALES ON ALL ' .. >� � 1 %�` %�` '5 INVERT LINE IN t OUT
FOUR SIDES. ALE: 1" - 1' -0" Indianapolis IN 4622
PRECAST, POURED CONC. '/ i, „ l31'iJi83 -233
OR SOLID BRICK (BRICK s EXPANSION JOINT a R
TWO WIDTH t PARGED IN t OUT) CONC. WALK RUBBED FACE
APR 2 5 O:
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SEE SITE PLANS �� "01AN�G� 4
•4 11% O.C. EAU. (OPTION _ �.
e -
DETAIL
OF
STRAW
,o
WEARING SURFACE I1 /2 "
!'+ A T!"�LT D A CrT1�T TL'T A TT
"12 ASPHALTIC CONC.
a
SUPPORT WIRE
E
BINDER 2!/2"
0
ASPHALTIC CONC.
v
(MINIMUM)
a
d3'
PRIMER COAT
r---- - - - -- T- - - -- -- - - 1---- - - - --i - RUBBED
} FACE
}Y" PREMOLDED
O
FILLER USE
. _ PAVEMENT NCRETE PAVING
NEENAH '- HEAVY
CRUSHED STONE .
DUTY R -2668 TYPICAL PAYING
STRAW BALES w/TYPE 'C' GRADE SEE SITE PLANS
AROUND GRATE 6, 04 CONTINUOUS (2)
EXISTING PAVEMENT
.STRAW BALE BEYOND p
i� x ' % %\:, /'f �� '�% z Beaman Associates,: Inc.
; i,J J Arehitects Enginesesrs
NOTE: RCP. ;����.; 1 ,�� „ . , \�
/ Cu”
CONCRETE
5105.5 Madison Avenue
BALES ON ALL ' .. >� � 1 %�` %�` '5 INVERT LINE IN t OUT
FOUR SIDES. ALE: 1" - 1' -0" Indianapolis IN 4622
PRECAST, POURED CONC. '/ i, „ l31'iJi83 -233
OR SOLID BRICK (BRICK s EXPANSION JOINT a R
TWO WIDTH t PARGED IN t OUT) CONC. WALK RUBBED FACE
APR 2 5 O:
- - 21-01 C4 i/1 �� PREMOLDED % %e�� t E 8 �
FILLER USE o0Q sT�q��,�y
f p w/CONCRETE PAYING .� �0.
e
'1 37
_• n r! e• • _• _• —
° — — TYPICAL PAYING - i`
SEE SITE PLANS �� "01AN�G� 4
•4 11% O.C. EAU. (OPTION _ �.
e -
DETAIL
OF
STRAW
BALE - � �C�l DAM:) � � .4 CONTINUOUS (2)
WEARING SURFACE I1 /2 "
!'+ A T!"�LT D A CrT1�T TL'T A TT
Tl A 1► if A T !"+ A T!"L7 D A Q7XT Dt'f►Jlll
LL"11V1 hl 1.
IN CJ I I V 7c. J" LC
COMPACTED SOIL SUPPORT WIRE
S� �1 POST :IS" DEEP COMPACTED GRAVEL
(MINIMUM)
II_1419
kill
WIRE 6"
z I_ DEEP
- - f►t 1 - �f�- � �, �;�I,;i
1
11
FILTER FABRIC
411
1,1 f,1
..
U FILTER FABRIC I %1
U
r
SCALE: - .3M11 =' I' -0"
WEARING SURFACE I1 /2 "
"12 ASPHALTIC CONC.
SUPPORT WIRE
BINDER 2!/2"
�
POST 18 " DEPP'
ASPHALTIC CONC.
(MINIMUM)
PRIMER COAT
S3 CRUSHED
`��?'_�
STONE 2"
02
CRUSHED
STONE 4"
EDCj
JE
:4F
PA��E
SCALE: 3 1' =0"
FLAT- BOTTOM TRENCH DETAIL V- SHAPED TRENCH DETAIL
SILT FENCE IET
8
NOT TO SCALE
FENCE INSTALIATION (SEE SILT FENCE DETAR S)
P
I. ALONG THE ENTIRE FENCE LINE, DIG AN 8" DEEP FLAT OR V- SHAPED TRENCH.
2. ON THE DOWN -SLOPE SIDE OF THE TRENCH, DRIVE THE SUPPORT POSTS AT LEAST
18" INTO THE GROUND, SPACING THEM NO MORE THAN 8' APART IF THE FENCE IS
SUPPORTED BY WIRE OR 6' APART IF EXTRA - STRENGTH FABRIC IS USED WITHOUT
SUPPORT WIRE. ADJUST SPACING. IF, NECESSARY, TO ENSURE THAT POSTS ARE SET
AT THE LOW POINTS ALONG THE FENCE LINE. (NOTE± IF THE FENCE HAS '
PRE - ATTACHED POSTS, DRIVE THEM DEEP ENOUGH SO THE FABRIC 15 SATISFACTORILY
IN THE TRENCH AS DESCRIBED IN STEP 6.
3. FASTEN SUPPORT WIRE FENCE (iF THE MANUFACTURER RECOMMENDS ITS USE) TO THE
UPSLOPE SIDE OF THE POSTS, EXTENDING IT 8" INTO THE TRENCH.
4. RUN A CONTINUOUS LENGTH OF GEOTEXTILE FABRIC IN FRONT (UPSLOPE) OF THE
SUPPORT WIRE AND POSTS, AVOIDING JOINTS, PARTICULARLY AT LOW POINTS IN STRAW BALE DAM INSTALLATION (SEE STRAW DAM DETAIL)
THE FENCE LINE.
5. IF A JOINT IS NECESSARY, NAIL THE OVERLAP, AFTER THE FINAL POST IN THE FENCE, 1• EXCAVATE A TRENCH AT LEAST 4" DEEP x BALE WIDTH AND LONG ENOUGH THAT THE END
BALES ARE SOMEWHAT UPSLOPE OF THE SEDIMENT POOL (SO NO FLOW CAN CUT AROUND
CONCRETE /CURB
SCALE: 1" _ 1' -0"
LOT LIGHT
ANCHOR BOLT
EXTENSION = 1 (o) X10 REBARS
VERTICAL REINFORCING
ti w!03 TIES HORIZONTAL
_ AT 151 O.C.
GROUTED 11 . illy 4 - X 36"
I ! I A.B. O
BASE •A BOLTS „
PROJECT 2
I I ABOVE TOP OF BASE
1 ! 1. = RUBBED FINISH
MINIMUM CONDUIT
l_
DEPTH.
i ' -- - ELECTRIC CONDUIT
1..,' BY G.C.
12 'O" 0 ko GROUND
I_ CONDUCTOR, WELD
4- -_L_4 m
- I I I TO fsROUND ROD - -
' �---�- GROUND ROD
J
AIL _
L �- G
SrrE �
BASE DET
3
= SCALE: 1/2" = 1'= "
ALTERNATE
GRAPHICS
ARriNC 12 "x18" SINGLE
FACE SIGN
VAN BOLTED- TO POST •. ,
-WHITE LETTERS
ON BLUE SIGN
PENALTY SIGN -
IF LOCALLY
REQUIRED _
_GALVANIZED -
11/2"P FENCE
POST WITH CAP.
GRADE OR
PAVEMENT
SIGNS SHALL BE -
" INSTALLED TO MEET
LOCAL REQUIREMENTS..
PARIUNG SIGN DICAP)
TO THE NEXT NEAREST POST WITH LATH. THEM). TRENCH IS UNNECESSARY ON PAVING, SCALE: 1l2" = 1' -0"
6. PLACE THE BOTTOM I' OF FABRIC IN THE 8" DEEP TRENCH, EXTENDING THE REMAINING
2. PLACE EACH BALE IN THE FENCE SO THE BINDINGS ARE ORIENTED AROUND THE SIDES RATHER
4" TOWARD THE UPSLOPE SIDE.
THAN TOP AND BOTTOM (TO MINIMIZE BINDING DETERIORATION), AND PUSH THE BALES TIGHTLY
l BACK FILL THE TRENCH WITH COMPACTED EARTH OR GRAVEL AGAINST EACH OTHER
3. ANCHOR THE DAM BY DRIVING TWO 36" LONG STEE BARS OR 2 "4" HARDWOOD STAKES
NOTE: IF USING A PRE - PACKED COMMERCIAL SILT FENCE, RATHER THAN
THROUGH EACH BALE UNTIL NEARLY FLUSH WITH T14 TOP. (DRIVE THE FIRST STAKE TOWARD THE - -
CONSTRUCTING ONE, FOLLOW THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
PREVIOUSLY LAID BALE TO FORCE THE-BALES TOGETHER.)
NOTE; BRING THE ENDS OF THE FENCE UPSLOPE TO AN ELEVATION ABOVE THE
4• TIGHTLY WEDGE STRAW INTO ANY GAPS BETWEEN T E BALES TO PREVENT SEDIMENT -LADEN WATER
TOP OF THE. SEDIMENT POOL.
FROM RUNNING THROUCsN.
2.
NOTE: LOCATE FENCE NEARLY LEVEL, FOLLOWING THE LAND CONTOUR, AND 5. BACK FILL AND-COMPACT THE EXCAVATED SOIL AGAINST. THE BALES TO GROUND LEVEL ON THE
AT LEAST lm' FROM THE TOE OF THE SLOPE. .: DOWN -SLOPE SIDE AND 4" ABOVE GROUND LEVEL ON THE UPSLOPE SIDE,
FRIM ECT No.: .0118
DR" BY: d
OK 5Y
DAM-. NOVEMBER i, 200
hEYiSIO1J�: - .