Mann 3 Lot Full Submission0+001+002+003+00
4+00
5+00
6+00
7+008+009+0010+0011+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+000+001+002+003+004+005+000+001+002+003+004+005+000+001+002+003+004+005+006+000+000+000+001+002+003+004+00Call Before You Dig
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Hutchins Engineering PLLC
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+000+000+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFS
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFCall Before You Dig
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Hutchins Engineering PLLC
0+001+002+003+004+005+006+007+008+009+0010+0011+0012+000+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFHutchins Engineering PLLC
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13+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+000+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
F
SFSFSFSFSFSFSFSFSFSFS
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFHutchins Engineering PLLC
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0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+000+000+00SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF
SFSFSFSFSFSFSFSFSFSFSFSFS
F
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF0+001+002+003+00
4+00
5+00
6+00
7+008+009+0010+0011+000+001+002+003+004+005+000+001+002+003+004+005+000+001+002+003+004+005+006+000+001+002+003+004+00Hutchins Engineering PLLC
0+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+00480
485
490
495
500
505
510
515
520
525
475
-1.00%
4.00%PVC STA.0+80.00PVC ELEV.480.20PVI STA.1+00.00PVI ELEV.480.00PVT STA.1+20.00PVT ELEV.480.8040.00VC
92.31SD-1.00%4.00%
8.00K-Val
4.00%
1.75%PVC STA.2+75.00PVC ELEV.487.00PVI STA.3+00.00PVI ELEV.488.00PVT STA.3+25.00PVT ELEV.488.4450.00VC
320.37SD4.00%1.75%
22.22K-Val
1.75%
1.75%
1.75%
6.00%PVC STA.6+75.00PVC ELEV.494.56PVI STA.7+00.00PVI ELEV.495.00PVT STA.7+25.00PVT ELEV.496.5050.00VC
122.50SD1.75%6.00%
11.76K-Val
2.00%PVC STA.7+75.00PVC ELEV.499.50PVI STA.8+00.00PVI ELEV.501.00PVT STA.8+25.00PVT ELEV.501.5050.00VC
191.14SD6.00%2.00%
12.50K-Val
2.00%
2.00%
2.00%
2.00%
3.50%PVC STA.12+25.00PVC ELEV.509.50PVI STA.12+50.00PVI ELEV.510.00PVT STA.12+75.00PVT ELEV.510.8850.00VC
1000.00SD2.00%3.50%
33.33K-Val
3.50%15+5016+0016+5017+0017+5018+0018+5019+0019+5020+0020+5021+0021+5022+0022+5023+0023+50515
520
525
530
535
540
545
550
555
560
565
570
575
133.33SD
3.50%
3.50%
3.50%
5.50%PVC STA.17+75.00PVC ELEV.528.38PVI STA.18+00.00PVI ELEV.529.25PVT STA.18+25.00PVT ELEV.530.6350.00VC
1000.00SD3.50%5.50%
25.00K-Val
9.50%PVC STA.18+75.00PVC ELEV.533.38PVI STA.19+00.00PVI ELEV.534.75PVT STA.19+25.00PVT ELEV.537.1350.00VC
5.50%9.50%
12.50K-Val
9.50%
9.50%
9.50%
9.50%
9.50%0+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+000+000+0016+0017+0018+0019+0020+0021+0022+0023+00Hutchins Engineering PLLC
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Drawing Not To Scale
1.Prepare soil before installing rolled
erosion control products (RECPs),
including any necessary
application of lime, fertilizer, and
seed.
2.Begin at the top of the slope by
anchoring the RECPs in a
6"(15cm) deep X 6"(15cm) wide
trench with approximately 12"
(30cm) of RECPs extended beyond
the up-slope portion of the trench.
Anchor the RECPs with a row of
staples/stakes approximately 12"
(30cm) apart in the bottom of the
trench. Backfill and compact the
trench after stapling. Apply seed to
the compacted soil and fold the
remaining 12"(30cm) portion of
RECPs back over the seed and
compacted soil. Secure RECPs
over compacted soil with a row
of staples/stakes spaced
approximately 12"(30cm) apart
across the width of the RECPs.
3.Roll the RECPs (A) down or (B)
horizontally across the slope.
RECPs will unroll with appropriate
side against the soil surface. All
RECPs must be securely fastened
to soil surface by placing
staples/stakes in appropriate
locations as shown in the staple
pattern guide.
4.The edges of parallel RECPs must
be stapled with approximately 2" -
5" (5-12.5cm) overlap depending
on the RECPs type.
5.Consecutive RECPs spliced down
the slope must be end over end
(Shingle style) with an approximate
3"(7.5cm) overlap. Staple through
overlapped area, approximately
12"(30cm) apart across entire
RECPs width.
Drawn on: 3-16-11
Disclaimer:
The information presented herein is general design information only. For specific applications,
consult an independent professional for further design guidance.
2"-5"
(5-12.5cm)
3B
4
2
5
1
3A
6"
(15cm)
6"
(15cm)
*NOTE:
In loose soil conditions, the use of
staple or stake lengths greater than
6"(15cm) may be necessary to
properly secure the RECP's.
3"(7.5cm)
5401 St. Wendel - Cynthiana Rd.
Poseyville, IN 47633
PH: 800-772-2040
www.tensarnagreen.com
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