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EXISTING GRADE '
6:2: t PAVEMENT
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EXISTING GRADE
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- 6:2:1 PAVEMENT
4 SITE SECTION D
SCALE: t /4' -t•-
STRAW BALES SHALL BE PLACED AND
MAINTAINED IN SWALE TO PREVENT SILT AND
DEBRIS FROM ENTERING INTO DOWNSTREAM
DRAINAGE FACILITIES DURING ALL CONSTRUC-
TION AND SHALL REMAIN IN PLACE UNTIL
ADEQUATE VEGETATION IS ACHIEVED WITHIN
THE SITE. SUCH STRAW BALES SHALL BE
FIRMLY SECURED TO THE GROUND WITH STAKES.
DITCH EROSION CONTROL
NOT TO SCALE
Mi
tom. I PLACE. BALES SO THAT BINDER
STRINGS DO NOT CONTACT
BALE P, AC, NT DETAIL 2. BS
L ALES SHALL BE KEYED r BELOW
MOT TO SCALE FINAL DITCH GRADE.
"HAYBALE DETAILS
NOT TO SCALE
1 SITE SECTION A
SCALE: t /4 " -V -0"
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SIDEWALK
j 6.2:1 PAVEMENT
8x0.0
ELEV.
880.0
3 SITE SECTION C
I J SCALE: 1 /4" - t' -d'
BOTTOM RRY EL-V
8y4.0
SEASONAL $OIL PROTECTION CHART
A- KENTUCKY BLUEGRASS 40LBS /ACRE; CREEPING RED FESCUE 40 LOS /ACRE;
PLUS 2 TONS STRAIN MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE
S- KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LOS / /ACRE;
PLUS 2 TONS STRAIN 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 (t LB /1000 SF)
F -SOD
G -STRAW MULCH 2 TONS /ACRE
/1 /.- IRRIGATION NEEDED DURING JUNE, JULY, AUGUST MID /OR SEPTEMBER
.•- IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD
ice. ALL DITCHES WITH SLOPES LESS THAN t .OX SHALL HAVE
PERFORATED UNDERORAINS.
2. EXPOSED AREAS SHALL BE SEEDED TO PREVENT EROSION
AS QUICKLY AS PRACTIM.
3. STRAW BALES (PER DETAIL THIS SHEET) SHALL BE PLACED
IN ALL DITCHES APPROXIMATELY EVERY 250 FEET.
NORTH AMERICAN GREEN STRAW /COCONUT
FIBER SEEDED EROSION CONTROL BLANKET -
NO, SCC 225 OR EQUIVALENT,
1' -O' VARIES 1' -0' 6'
100 YEAW 1 .► �/
O N PLANS—J
S TO BE SEEDED & MULCHED PER THE SEASONAL
SOIL PROTECTION CHART
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B
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PIPE
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RRX . BASIN
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8 x 2' -6' CURB
PIPE
INLET REAR
ELEV.
Plr•E NdVss1�,41
TEMPORARY SLEEVE OVER
-PROMDE
PIPE END DURING CONC. POUR
8" HOPE PIPE
`,TOO ALLOW GRATE TO BE INSTALLED
PA~ •i1141
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i ;�;',Z• ROUND! r
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- - - -
+ GRATE i
_ _.. _ 1' ASPHALT FINIS COAT
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>;' CRUSHED STONE BASE
NT' x 2' -6" CURB
-
INTEGRAL CONC.
BASIN
A- KENTUCKY BLUEGRASS 40LBS /ACRE; CREEPING RED FESCUE 40 LOS /ACRE;
PLUS 2 TONS STRAIN MULCH /ACRE, OR ADD ANNUAL RYEGRASS 20 LBS /ACRE
S- KENTUCKY BLUEGRASS 60 LBS /ACRE; CREEPING RED FESCUE 60 LOS / /ACRE;
PLUS 2 TONS STRAIN 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 (t LB /1000 SF)
F -SOD
G -STRAW MULCH 2 TONS /ACRE
/1 /.- IRRIGATION NEEDED DURING JUNE, JULY, AUGUST MID /OR SEPTEMBER
.•- IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER SUPPLYING SOD
ice. ALL DITCHES WITH SLOPES LESS THAN t .OX SHALL HAVE
PERFORATED UNDERORAINS.
2. EXPOSED AREAS SHALL BE SEEDED TO PREVENT EROSION
AS QUICKLY AS PRACTIM.
3. STRAW BALES (PER DETAIL THIS SHEET) SHALL BE PLACED
IN ALL DITCHES APPROXIMATELY EVERY 250 FEET.
NORTH AMERICAN GREEN STRAW /COCONUT
FIBER SEEDED EROSION CONTROL BLANKET -
NO, SCC 225 OR EQUIVALENT,
1' -O' VARIES 1' -0' 6'
100 YEAW 1 .► �/
O N PLANS—J
S TO BE SEEDED & MULCHED PER THE SEASONAL
SOIL PROTECTION CHART
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A B C
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C
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B
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X X
1 STAPLE /SQ.YD. 1 1/2 STAPLE /SQ.YD. 2 STAPLE /SQ.YD.
GENERAL STAPLE RECOMMENDATIONS
304
275
2'.50
225
SLOPE 175
LENGTH tS0
FEET 125
100
75
50
25
B
C
C
c
C
B
A
A
B
g
4:1 3:1 2:1 1:1 CHANNEL
SLOPE GRADIENT LINING
NOTE
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
OLMncETS. STAPLE PATTERN "C" SHOULD BE UTILIZED.
ADDITIONAL STAPLES AS REO'D
DUE TO DEPTH OF FLOW
EROSION CONTROL MAT
INSTALLATION GUIDE
NO SCALE
B
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EXISTING GRADE
BASE LINE ELEV.
880.0
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880.0
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2RY ELEV
0
D €XISTING GRADE
8' TO IT
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6' -0 11 8" _...
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LINE ELEV.
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PIPE
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8 x 2' -6' CURB
PIPE
INLET REAR
ELEV.
Plr•E NdVss1�,41
TEMPORARY SLEEVE OVER
-PROMDE
PIPE END DURING CONC. POUR
8" HOPE PIPE
`,TOO ALLOW GRATE TO BE INSTALLED
PA~ •i1141
- - -- - -- --
i ;�;',Z• ROUND! r
- -- -- --
- - - -
+ GRATE i
_ _.. _ 1' ASPHALT FINIS COAT
{
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NT' x 2' -6" CURB
-
INTEGRAL CONC.
BASIN
` CONC. BASIN
PIPE INLET DETAILS
NO SCALE SECTION A — A
_ BACKFILL WITH CLEAN
TI { r GRANULAR MATERIAL
k I, MINIMUM WIDTH N R REQUIREMENTS OF
1-25 O.D. + t 2' OF HIGHWAYS
i MECH ANWAL COMPACTION
1 0 95% PROCTOR DENSITY)
8 CRUSHED STONE OR TIR O.D. - 8 CRUSHED STONE OR
8 FRACTURED FACE AGGREGATE 18 FRACTURED FACE AGGREGATE
HAND TAMPED OR WALKED IN HAND TAMPED OR WALKED IN
TO 1/2 O.D. +12". ___ ___ TO 1/2 O.D.
4" MIN.
BELOW THE BARREL 11 (BELOW THE BELL)
r I, I I I
CRUSHED STONE OR
/8 FRACTURED FACE AGGREGATE
ALL HOLE ExCAvATED
PIPE SIZE
8' TO IT
t 8" do OVER
BEDDING BELOW THE
O.D. /4
0.0./4
PIPE BARREL
I MIN. C
MAX. - 8"
FLEXIBLE PIPE BEDDING DETAIL
PVC & HDPE PIPE
NOT TO SCALE
� PIPE BEDDING DETAILS
NO SCALE
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