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H05E GUARDS AND GUY WIRE
G,IY 1REES 9' HT. AND TALLER. USE
2 x 4 STAKES DRIVEN BELOW GRADE.
5 STAKES 0 1200 APART
SET TOP OF ROOT CROWN 4" ABOVE FIN15H —
GRADE
CUT ALL BINDING AND REMOVE WRAPPING FROM
TOP OF BALL
2" MULCH LAYER AS SPECIFIED
4" SAUCER AROUND PLANTING PIT
PLANTING MIXTURE AS
SPECIFIED
L005EN SUBGRADE AROUND CENTER MOUND
AND INSTALL SAND AS NEEDED TO PROVIDE
ADEQUATE DRAINAGE AND AERATION
STAKE TO BE 18" BELOW PIT IN
UNDISTURBED SUBGRADE
(SET 1200 APART)
NEVER CUT LEADER. THIN UP TO 1/5
OF BRANCHES RETAINING NATURAL SHAPE
OF TREE. DO NOT LEAVE STUBS
ATTACH GUY WIRE AND H05E
ABOVE FIRST BRANCH.
STAKE TREES UNDER 5" CAL. USE WOOD
STAKES 5 PER TREE 0 120°
GUY TREES 5" CAL. 4 LARGER USE 2"x4" STAKES
DRIVEN BELOW GRADE. (5 STAKES 120° APART)
SET TOP OF ROOT CROWN 4" ABOVE FIN15H GRAD
CUT ALL BINDING AND REMOVE WRAPPING FROM -
TOP OF BALL
2" MULCH LAYER A5 SPECIFIED
4" SAUCER AROUND PLANTING PIT
L005EN SUBGRADE AROUND CENTER MOUND
AND INSTALL SAND AS NEEDED TO PROVIDE
ADEQUATE DRAINAGE AND AERATION
STAKE TO BE 18" BELOW PIT IN
UNDISTURBED SUBGRADE
CROWN CAP "" '^""
1" ABOVE T(
6"o STD. 5'
GALVANIZE
FILLED W/ i
2'-0"0x4'
2'-0" x 4'-(
SLOPE CON
4 FIN15H W,
PAVEMENT
1ATIMC1:1 4 4 is v; 4 4�_ 1 I I I irclu
NOT TO SCALE
i EM 41 is 4 4 A-11MUM14 (_11
NOT TO SCALE
NOTE: CONTRACTOR SHALL PROVIDE PIPE BOLLARDS AT 6'-0" O.C. MAXIMUM SPACING
AT ALL GAS METERS, ELECTRICAL TRANSFORMERS, ELECTRICAL SWITCH GEAR,
MECHANICAL UNITS AND OTHER SUCH DEVICES WHICH ARE EXP05ED TO TRUCK
OR AUTOMOBILE TRAFFIC, CONTRACTOR SHALL PROVIDE A MINIMUM OF TWO (2)
BOLLARDS AT EACH DEVICE.
G" 5TD. STEEL PIPE 60LLARD
NOT TO 5CALE
DWG FILE: C:\98\327\PLAN\98327SD2 SPELLCHK:
PLOT SCALE: 1:24.000 EDIT DATE: 04/24/98
L PLOT ORIGIN:. 0.00,0.00 EDITED BY: JCS - 5121
STAKE TREES UP TO 8' HEIGHT
5 STAKES 0 1200 APART
,I
FIN15H GRADE
i
EXCAVATE HOLE 12" LARGER
THAN ROOT BALL
EXCAVATE HOLE 12' LARGER
THAN ROOT BALL
FIN15H GRADE
WIRE
FIFABRIC
FILTER I WOOD P05T
FLOW I loll
l�ll NOTE:
loll POSTS SHALL HAVE A MINIMUM LENGTH OF
_ STEEL, O, AND SH
_ 56 INCHES PLUS BURIAL DEPTH. P05T MATERIAL
— — —_— BE OF SUFFISHALL BE CIENT STRENGTH 0 RE5115T DAMAGE LL
''—III I loll I I I1 I I = DURING INSTALLATION AND TO SUPPORT APPLIED
LOADS.
FABRIC SMALL BE A WOVEN GEOTEXTILE FABRIC
EXTEND FABRIC CON515TING OF STRONG, ROT RESISTANT,
-- MATERIALS RE515TANT TO DETERIORATION FROM
WIRE TO 4" BELOW _ III ULTRAVIOLET AND HEAT EXPOSURE.
SURFACE�-
SPADE CUT EDGE
NOT TO SCALE
51LT FENCE CONSTRUCTION
NOT TO 5CALE
PLANTING
SHREDDED HARDWOOD BARK
MULCH -5" FOR SHRUBS
1" FOR GROUNDCOVER
SPADE CUT EDGE
TURF
12 GA. STEEL BEAM GUARD
RAIL SECTION
2-5/8' BUTTONHEAD BOLTS
0
W 6x16 POSTS 0 6'-5"
5/4' CHAMFER (TYP.) O.C. (MAX.)
ALL EXP05ED EDGES 6,45.qR T/2 x10"x10" W/ 4-
/4'x5' EXP. ANCHORS
T/ WALL EL. PER PLAN
T PVMT. EL. VARIES
1 SEE 51TE PLAN I•
X
1' -ON
1
`9
1�, L005E STONE
.0 �•
PROVIDE 4" 0 WEEP HOLES w
\ 6" ABOVE GRADE 0 8'-0" O.C. a
GRANULAR 6T'L • >
(TYP. A5 SHOWN) ( T PVMT. EL. VARIES SEE 51TE PLAN
SEE 51TE PLAN FOR THICKNE55
A'S • 12' O.C. 2'x 4" KEYWAY z
CONSTR. JOINT Ckz
1 • z w
#4 0 12' O.C. J
i 2' CIL a' a
Qv
' *4 0 12" CONT.
1
1
T/ FTG. EL.
PER PLAN w
iv
2-#4 CON
2'-4" 2'-2" :n
RETAINING WALL W/ GUARD RAIL
NOT TO SCALE
SAND BAGS
DRAINAGE STRUCTURE
SEDIMENTATION CONTROL
NOT TO SCALE
NOTE:
SAND BAGS SHALL BE PLACED AND
MAINTAINED AROUND NEWLY CONSTRUCTED
DRAINAGE STRUCTURES. FILL BAGS
APPROXIMATELY HALF FULL WITH
SAND OR FINE GRAVEL. BAGS TO BE
LAYERED 1 TO 5 HIGH A5 NEEDED, AND
TO REMAIN IN PLACE UNTIL SITE WORK
15 COMPLETED.
A
IRRIGATION NEEDED DURING TH15 PERIOD. TO CONTROL EROSION
AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH
LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF
MULCH IS APPLIED.
INCREASE SEEDING APPLICATION BY 50%.
APPROXIMATE SEEDING DATES FOR CENTRAL INDIANA
18" (0.5m)
6" (150mm)
M 24" (0.6m)
NOTE: '\`�``A `�T`.
KEY STONE INTO CHANNEL BANKS AND ��
EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 18" (0.5m) TO PREVENT
FLOW AROUND DAM.
VIEW LOOKING UPSTREAM
FLOW
CHECK DAMS TO BE INSTALLED
ONLY IF NEEDED TO CONTROL
DITCH EROSION. SEE DITCH
MAINTANENCE NOTE *4.
500
275
250
225
200
SLOPE 175
FT. 125 150
125
100
75
50
25
i- 8' (2.4m)
5EC TION A - A
'L' -,THE 015TANCE SUCH THAT POINTS 'A' AND
B ARE OF EQUAL ELEVATION.
SPACING BETWEEN CHECK DAMS
ROCK CHECK DAM
NOT TO SCALE
IV
C
mmmmmmmmmmmm
�
0/2" ,
WHEAT OR RYE
---------------
A
A
6
98-327
X
X
X
ANNUAL RYEGRA55
--------------
DORMANT
IRRIGATION NEEDED DURING TH15 PERIOD. TO CONTROL EROSION
AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH
LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF
MULCH IS APPLIED.
INCREASE SEEDING APPLICATION BY 50%.
APPROXIMATE SEEDING DATES FOR CENTRAL INDIANA
18" (0.5m)
6" (150mm)
M 24" (0.6m)
NOTE: '\`�``A `�T`.
KEY STONE INTO CHANNEL BANKS AND ��
EXTEND IT BEYOND THE ABUTMENTS A
MINIMUM OF 18" (0.5m) TO PREVENT
FLOW AROUND DAM.
VIEW LOOKING UPSTREAM
FLOW
CHECK DAMS TO BE INSTALLED
ONLY IF NEEDED TO CONTROL
DITCH EROSION. SEE DITCH
MAINTANENCE NOTE *4.
500
275
250
225
200
SLOPE 175
FT. 125 150
125
100
75
50
25
i- 8' (2.4m)
5EC TION A - A
'L' -,THE 015TANCE SUCH THAT POINTS 'A' AND
B ARE OF EQUAL ELEVATION.
SPACING BETWEEN CHECK DAMS
ROCK CHECK DAM
NOT TO SCALE
IV
C
3'
�
0/2" ,
6
A
A
6
98-327
X
X
X
X
X
C
1 STAPLE PER 50. YD. 02 STAPLES PER 50. YD. 2 5TAPLE5 PER 50. YD.
GENERAL STAPLE RECOMMENDATIONS ADDITIONAL 5TAPLE5 AS REQUIRED
DUE TO DEPTH OF FLOW
6
C
C
�
C
6
A
A
6
98-327
® X
X
NOTES
CHANNEL LININGS UTILIZE STAPLE PATTERN 'C"
WITH ADDITIONAL 5TAPLE5 ON 51DE SLOPES AT
PROJECTED WATER LINE.
STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN GREEN
4:1 5:1 2:1 1:1 CHANNEL EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY
LINING DEPENDING UPON 501L TYPE AND AVERAGE RAINFALL.
SLOPE GRADIENT AT SLOPE LENGTHS GREATER THAN 500 FEET OR WHERE DRAINAGE
OVER LARGE AREAS 15 DIRECTED ONTO THE BLANKETS, STAPLE
PATTERN "C" SHOULD BE UTILIZED.
EROSION CONTROL MAT INSTALLATION GUIDE DETAIL
NOT TO 5CALE
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DATE:
04/24/98
SCALE:
A5 SHOWN
DRAWN BY:
JC5
CHK'D BY:
R.R.H.
JOB NO.
98-327
REVISIONS
SHEET NO.
C6ml
OF