HomeMy WebLinkAbout6CHANNEL INSTALLATION
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRITICAL POINTS ALONG THE CHANNEL SURFACE.
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
CORRECT STAPLE RECOMMENDATIONS FOR CHANNELS.
A
B
C
CRITICAL POINTS
A. OVERLAPS AND SEAMS A
B. PROJECTED WATER LINE B C
C. CHANNEL BOTTOM/SIDE
SLOPE VERTICES
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP. USE A DOUBLE ROW OF'
STAGGERED STAPLES 4" APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED
(2" FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT
INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH OF THE CHANNEL PLACE A
SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711
USA 1-800-772-2040 CANADA 1-800-448-2040
2" PIPE
i PLAN VIEW
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1
SECTION A -A
INLET. TYPE
NOT TO SCALE
APPLY ANTI-SPALLING
COMPOUND
6" 1 k TOOLED RADIUS
3" TOPSOIL a .
PAVEMENT
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BACKFILL //� �A
6" 6'
GRANULAR BACKFILL
6" MONOLITHIC CONCRETE CURB
NOT TO SCALE
A M M I V T A I 11
TOP OF CURB
11B SURFACE
iv 9 BINDER
iv No. 53 STONE
No. 2 STONE
%IWIY1r P%l11 IV 9590 MODIFIED PROCTOR
LIGHT DUTY PAVEMENT
NOT TO SCALE
SEASONAL SOIL PROTECTION CHART
APPLY ANTI—SPALLING
COMPOUND
STABILIZATION
PRACTICE
JAN
FEB MAR APR MAY
JUN
JUL AUG SEP
OCT
NOV
DEC
PERMANENT
SEEDING
•
A <<
«+»
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PAVEMENT
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DORMANT
SEEDING
B
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NOTE:
A
1. ALL BEDDING & INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 8" BALANCED LIFTS
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED
TEMPORARY
SEEDING
ON EACH SIDE OF THE INSTALLED PIPE
C
E * <<<t
<<+»
D
>> �c
00O
EDGE OF PAVEMENT
(STORM SEWERS)
NOT TO SCALE
A — Kentucky bluegrass O 100#/acre mixed with creeping red fescue O 100#/acrehydroseed
B — Kentucky bluegrass O 120#/acre mixed with creeping red fescue O 120#/acre f hydroseed
C — Spring oats O 3 bushels/acre
D —Wheat or rye O 2 bushels/acre
E — Annual ryegrass O 40#/acre (1#/1000 sft)
<<+>> — Irrigation required during the months of May, June, July and September
34"
F1 22"
Nr
NOTES: PLAN VIEW
1. 2" PIPE DRAIN FROM BOTTOM OF CURB TO INLET;
2) AGGREGATE TO BE PLACED AROUND INLET END OF PIPE 6" 6"�_
2. 3" MIN. DIA. PIPE TO BE KEPT OPEN FOR DRAINAGE I I I I
OF SUBGRADE OR BASE UNTIL SURFACE IS PLACED
3. CAST -IN-PLACE OR PRECAST INLET SHALL BE w
CONSTRUCTED AND INSTALLED IN ACCORDANCE
WITH INDOT STANDARD SPECIFICATIONS 2" PIPE (note 1) <<
w w 3" PIPE (note 2)
4. TYPE M INLET IS INTENDED FOR USE PRIMARILY 4<
AS A SINGLE CURB UNE INLET ALONG A CONTINUOUS >
LONGITUDINAL GRADE
5. WHEN PIPE IS FIELD CONNECTED TO A PRECAST
UNIT, THE PRECAST UNIT SHALL INCLUDE A FIELD OD 9
POURED CLASS "A" CONCRETE COLLAR OF A 6 INCH
MINIMUM LONGITUDINAL AND RADIAL THICKNESS, OR A#4 BARS AT CROSS SECTION
A RUBBER GASKET 2" O.C., E.W.
6. SEE PLANS FOR TYPE OF CASTING
INLET. TYPE "A"
NOT TO SCALE
GREATER THAN 5'
EDGE OF PAVEMENT, CURB, GUTTER
OR OTHER SIMILAR STRUCTURE
#8 CRUSHED STONE OR APPROVED
EQUIVALENT CLASS I BEDDING MATERIAL
HAND TAMPED OR WALKED INTO PLACE
BOTTOM OF CURB
TRANSVERSE EXPANSION JOINTS
CURB JOINT DETAIL
NOT TO SCALE
- 1/2" PREFORMED
JOINT MATERIAL
APPLY ANTI-SPALLING
20' BETWEEN EXPANSION JOINTS; COMPOUND
4' BETWEEN CONTROL JOINTS
^ •
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4" GRANULAR TOOLED CONTROL JOINT
FILL 1/8- WIDE, MIN. 3/4 -
DEPTH
4"DEPTH 4" CONC. SLAB
W/BROOM FINISH
SIDEWALK DETAIL
NOT TO SCALE
6" TOPSOIL (MINIMUM) TO
ENSURE GROWTH OF GRASS
r— REGULAR BACKFILL
1.25 Bc + 12" (MIN)
TOP OF PAVEMENT
TRANSVERSE CONTRACTION JOINTS
TOOLED CONTROL JOINT
1/8" WIDE, MIN. 3A
DEPTH 4" CONC. SLAB
APPLY ANTI—SPALLING
COMPOUND
W/BROOM FINISH
6x6 W1.4xW1.4xW.W.F.
6" 1" RADIUS—TOOLED
ROUND EDGE
EQUIVALENT CLASS I BEDDING MATERIAL
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NOTE:
A
1. ALL BEDDING & INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 8" BALANCED LIFTS
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED
LEGEND
/i�/%!%�/i\// Bc = OUTSIDE DIAMETER
ON EACH SIDE OF THE INSTALLED PIPE
GRANULARFILL°^
PLASTIC PIPE (PVC
& HDPE) TRENCH DETAIL
00O
EDGE OF PAVEMENT
(STORM SEWERS)
NOT TO SCALE
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4 REBAR (CONT.)
OP & BOTTOM
COMBINED CURB & WALK DETAIL
NOT TO SCALE
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1. ALL BEDDING & INITIALBACKFILL SHALL
INSTALLED IN 6 TO 8"BALANCED LIFTS LEGEND
w Bc = OUTSIDE DIAMETER
2. A MINIMUM 9 CLEARANCE SHALL BE PROVIDED
ON EACH SIDE OF THE INSTALLED PIPE D =INSIDE DIAMETER
PLASTIC PIPE (PVC & HDPE) TRENCH DETAIL
GREATER THAN 5' FROM EDGE OF PAVEMENT
(STORM SEWERS)
NOT TO SCALE
CONCRETE PAVEMENT
NOT TO SCALE
6" THICK CONCRETE
W/6x6 WWF W1OxW10
I BY 6"
6" TOPSOIL (MINIMUM) TO
ENSURE GROWTH OF GRASS
5' OR LESS B BORROW OR EQUIVALENT GRANULAR
MATERIAL COMPACTED TO 95% MAXIMUM
DRY DENSITY (MODIFIED PROCTO
EDGE OF PAVEMENT, CURB, GU
OR OTHER SIMILAR STRUCTURE
1.25 Bc + 12" (MIN)
#8 CRUSHED STONE OR APPROVED
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EQUIVALENT CLASS I BEDDING MATERIAL
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NOTE:
A
1. ALL BEDDING & INITIAL BACKFILL SHALL BE
INSTALLED IN 6" TO 8" BALANCED LIFTS
2. A MINIMUM 9" CLEARANCE SHALL BE PROVIDED
LEGEND
/i�/%!%�/i\// Bc = OUTSIDE DIAMETER
ON EACH SIDE OF THE INSTALLED PIPE
D = INSIDE DIAMETER
PLASTIC PIPE (PVC
& HDPE) TRENCH DETAIL
WITHIN 5 OF
EDGE OF PAVEMENT
(STORM SEWERS)
NOT TO SCALE
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REVISIONS
REV. NO.
DATE
CERTIFIED BY:
No.
* 8W3 *_
' STALE OF
JOB NO.
01-114
FILE NUMBER:
01114dt1
DATE:
09/24/01
SCALE:
AS NOTED
DRAWN BY:
RRH
REVIEWED BY:
RRH
SHEET No.
C5mO
6OF6
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