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CION WOY'E� 5PACF D05T' PER
y �f GEOTEXTILE
FABR°sC NAA�1u1`'AC „,
`O*tDaT10h13 , . NYowd
H05E GUARD5 AND GUY WIRE ---- ��
GI1Y TREES q' HT. AND TALLER. USE —�
2 x 4 5TAKE5 DRIVEN BELOW GRADE.
5 5TA,'E5 ® 1200 APART
BET TDP OF ROOT CROWN 4" ABOVE FIN 1511—
GRADE
CUT ALL BINDING AND REMOVE WRAPPING FROM
TOP OF BALL
2" MULCH LAYER A5 5PECIFIED
4" SAUCER AROUND PLANTING PIT
PLANTING MIXTURE A5
5PECIFIED
R MOUND -
AND IN5TALL BAND A5 NEEDEDNTO PROVIDE
ADEQUATE DRAINAGE AND AERATION
STAKE TO BE 18" BELOW PIT IN
UNDI5TURbED 5UbGRADE
(BET 1200 APART)
EVERGREEN TREE PLANTING DETAIL
NOT TO SCALE
NEVER CUT LEADER. THIN UP TO 1/3
OF bRANCHE5 RETAINING NATURAL 5HAPE
OF TREE. DO NOT LEAVE 5TU55
ATTACH GUY WIRE AND H05E
ABOVE FIR5T BRANCH.
STAKE TREE5 UNDER 3" CAL. U5E WOOD
5TAKE5 3 PER TREE 0 1200
DRIVENEBEBLOW GRADE. (3R5TAKE5E12'04'APARTES
BET TOP OF ROOT CROWN 4" AbOVE FINISH GRAD
CUT ALL BINDING AND REMOVE WRAPPING FROM -
TOP OF BALL
2" MULCH LAYER A5 5PECIFIED
4" SAUCER AROUND PLANTING PIT
MOUND
AND IN5 TALLGGRASAND A5 NEEDEDNTER TO PROVIDE
ADEQUATE DRAINAGE AND AERATION
5TAKEUND STURBEDBE I5'UDGRA EELOW PIT IN
SHADE TREE PLANTING DETAIL
NOT TO SCALE
CROWN CAP W/ CONC.
1" ABOVE TOP OF PIPE
C6"0 5TD. STEEL PIPE
GALVANIZED $ PAINTED,
FILLED W/ CONCRETE. o
w
a
2'-0" 0 x 4'-0" OR 2'-0" x— Q-
2' -0'I x 4'-0" CONC. FOOTING. -j
to
SLOPE CONCRETE 1" ABOVE
if FIN15H W/ STEEL TROWEL. • i9
PAVEMENT = ao
— —
.
o d
D '• V V
a
• -71I�
6
:9
.I I I I I=1 11=1 11=1 I I I I
2'-0"
NOTE: CONTRACTOR 5HALL PROVIDE PIPE 5OLLARD5 AT 61-0" O.C. MAXIMUM SPACING
AT ALL GAB METERS, ELECTRICAL TRAN5FORMER5, ELECTRICAL SWITCH GEAR,
OR AUTOMOBILE TRAFFIMECHANICAL UNIT5 ANC OTONTRACTOR SHALL PR DE A M NxMUM OF TWO (2)TRUCK
bOLLARD5 AT EACH DEVICE.
G" 5TD.5TEEL PIPE BOLLARD
NOT TO 5CALE
DWG FILE: C:\96\327\98327SD2 SPELLCHK:
PLOT SCALE: 1:24.000 EDIT DATE: 05/19/98
� PLOT ORIGIN: 0.00,0.00 EDITED BY: FAST — S17
STAKE TREES UP TO 8' HEIGHT
5 5TAKE5 0 1200 APART
FIN15H GRADE
EXCAVATE HOLE 12" LARGER
THAN ROOT BALL
EXCAVATE HOLE 12" LARGER
THAN ROOT BALL
FIN15H GRADE
pi, 05050
I,1!��•-.♦11♦�•�♦11♦1►•�• /•� .♦�•11♦1►♦♦•1►•1►.•1►•�♦�♦1►♦�• �♦II ►1►♦.•/
���1 IF,1+11
01 ANTING
DDED HARDWOOD BARK
H-3" FOR 5HRUb5
R GROUNDCOVER
IE CUT EDGE
SPADE CUT EDGE
NOT TO SCALE
2'
MAR 3401 ,5PUNBONO POL rPROPYLENE
OR EQUIVALENT REQUIRED UNDER 5TONE
3/4` CHAMFER (TYP.)
ALL EXP05ED EDGES
6" MIN. O1A NAND -LAID
RIP -RAP ANO MACHINE
ROLLED TO ilkil
R/P7RAP DETA/L
NOT TO SCALE
I
I
FILTER FABRIC `I
FLOW
I
I
I
WIRE
WOOD POST
=1 ^III ltl�
EXTEND FABRIC 4
WIRE TO 4" BELOW
SURFACE
PLACED TO AN SEVA TION
A5 /NO/CA MO ON PLANS
12 GA. STEEL BEAM GUARD
RAIL SECTION
2 -Ne" bUTTONHEAD 15OLT5
w toxtto P05T5 ® G'-5"
0. C. (MAX.)
�A15Fq t 1/2"x10"x10" W/ 4-
l4x3' EXP. ANCHORS
T/ WALL EL. PER PLAN
i9 I
PVMT. EL. VARIES
LAN x
z;Ir.E SITE P
,
,
L005E 5TONE
1,-0"
C
C
C
00
oo
A
PROVIDE 4" 0 WEEP HOLES w
6
6
Co" ABOVE GRADE 0 8'-0" O.C. a
GRANULAR "T'L -
(TYP. A5 BHPWN)
T P''ItAT. EL. VARIEB BEE 51TE PLAN
EE BITE PLAN FOR THICKNE55
`� #5 ® 12" O.C.
I
2"x 4" KEYWAY
z
CON5TR. JOINT
csz
to
#4 0 12" 0. C.
to a
2"CL.
�Qv_
#4 0 12" CONT. _�
*l_
1 eA Q
1
T/ FTG. EL. clr�-j
00
PER PLAN
(U
2-#4 CON "
2'-4" 2'-2"
RETAINING WALL W/ GUARD RAIL
NOT TO 5CALE
,SILT FENCE CON5TRUCTION
NOT TO SCALE
AT IRRIGATION
TIME5 OTHER THAN DURING
IN THEH5HADED AREA5,CONTROL
U5E MU R0510N
LATE 5UMMER 5EEDING DATE5 MAY bE EXTENDED 5 DAY5 IF
MULCH 15 APPLIED.
INCREA5E 5EEDING APPLICATION by 50%.
NOTE:
POSTS SHALL HAVE A MINIMUM LENGTH OF
5G INCHES PLUS BURIAL DEPTH. P05T MATERIAL APPROXIMATE 5EEDING DATE5 FOR CENTRAL INDIANA
SHALL BE WOOD, STEEL, OR 5YNTHETIC, AND SHALL
BE OF 5UFFICIENT STRENGTH TO RE515T DAMAGE
DURING IN5TALLATION AND TO 5UPPORT APPLIED
LOADS.
FABRIC SHALL bE A WOVEN GEOTEXTILE FABRIC
CON515TING OF STRONG, ROT RE515TANT, 18" (0.5m)
MATERIAL5 RE515TANT TO DETERIORATION FROM
ULTRAVIOLET AND HEAT EXP05URE. All, I A, Co" 050mmj
NOTE: n �A
KEY STONE INTO CHANNEL 5ANK5 AND
EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 18 (0.5m) TO PREVENT
FLOW AROUND DAM. -
VIEW LOOKING UPSTREAM
FLOW !
`---- - �► 24" (0.6m)
NOTE:
CHECK DAMS TO BE INSTALLED 8' (2.4m)
ONLY IF NEEDED TO CONTROL
DITCH ER0510N. BEE DITCH SECTION A - A
----SAND BAGS MAINTANENCE NOTE #4.
"L' THE DISTANCE SULH THAT POINTS 'A' AND
`bARE OF EQUAL ELEVATION.
DRAIN AGE 5TRU CTU RE
SEDIMENTATION CONTROL
NOT TO SCALE
NOTE:
BAND bA45 51HALL BE PLACED AND
MAINTAINED AROUND NEWLY CONSTRUCTED
DRAINAGE 5TRUCTURE5. FILL 5AG5
APPROXIMATELY HALF FULL WITH
BAND OR FINE GRAVEL. 5AG5 TO BE
LAYERED 1 TO 3 HIGH A5 NEEDED, AND
TO REMAIN IN PLACE UNTIL 51TE WORK
15 COMPLETED.
24" (O.Com)
SPACING BETWEEN CHECK DAMS
ROCK CHECK DAM
NOT TO SCALE
A C
51 11/21 � 11/2, I
3
In
I ( I
I I
T
a
X x X
X a
300
275
250
225
200
5LOPE 175
LENGTH 150
FT. 125
100
75
50
25
1 STAPLE PER 50. YD. 02 5TAPLE5 PER 5Q. YD.
GENERAL STAPLE RECOMMENDATION5
d
C
C
C
C
d
A
A
6
6
4:1 3:1 2:1 1:1 c.nANlr-L
LINING
SLOPE GRADIENT
2 5TAPLE5 PER 5Q. YD.
ADDITIONAL 5TAPLE5 A5 REQUIRED
DUE TO DEPTH OF FLOW
X
0
CHANNEL LININGS UTILIZE 5TAPLE PATTERN "C"
WITH ADDITIONAL 5TAPLE5 ON 51DE 5LOPE5 AT
PROJECTED WATER LINE.
5TAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN
FRO
51ON CONTROL 5LANKET5. 5TAPLE PATTERN5 MAY VARY
DEPENDING UPON 501L TYPE AND AVERAGE RAINFALL.
AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE
OVER LARGE AREAS 15 DIRECTED ONTO THE BLANKETS, 5TAPLE
PATTERN "C" 5HOULD BE UTILIZED.
DATE:
05/18/98
SCALE:
A5 5HOWN
DRAWN BY:
JC 5
CHK'D BY'-
R.R.H.
JOB NO.
98-327
REVISIONS
SHEET NO.
C6.1
OF