Site PlansCall Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.com
Dig
New York Hutchins Engineering PLLC
X X X X X X X X X X X
CIRF
CIRFIPF
CIRF
IPF
IRF
Garage
Adjoining House
Adjoining Garage
Adjoining House
Two Story Wood
F
r
a
m
e
H
o
u
s
e
Boat House
Shed
Lean ToSlate Walk
B.M. Top Nail
in Root = 337.00'
Patio Remains
Screen PorchF.F. Elev.=329.97'F.F. Elev.=33
0
.
1
8
'ConcreteDock
Dock
Wood Cover
Concrete w/ Wood Cover
Concrete Walk
Concrete Walk
Retaining Wall
Conc.
Wire Fence
Well Casing
7R6KRUH
7R6KRUH
$ORQJ6KRUH
6
(
177.02'1
(59.73'165.95'
1
:
Area
10406.1 Sq. Feet
0.24 Acres
Vinyl Fence310 Cleverdale Road
Lands N/F of
Joseph & Carolyn Potvin
B:1442 P:13
226.12-1-81
304 Cleverdale Road
Lands N/F of
Carol B. Wright &
Paul J. Scilipoti
B:5770 P:68335U.P. NM38
.CMG
)GQTIG 5CPF[
$C[
226.12-1-83
308 Cleverdale Road
Lands of
Robert & Jean Tarrant
B:779 P:261
226.12-1-82
226.12-1-10
311 Cleverdale Road
Lands N/F of
Bray
226.12-1-9
309 Cleverdale Road
Lands N/F of
Craft
226.12-1-8
307 Cleverdale Road
Lands N/F of
Eafrato
REPUTED
LAKE WATER
SUPPLY
REPUTED
LAKE WATER
SUPPLY
LAKE WATER
SUPPLY
REPUTED
COMMUNITY
WATER SUPPLY
WELL
HOLDING TANK
PER BLDG PERM.
89-528
REPUTED
COMMUNITY
WATER SUPPLY
ETU & SAND FILTER
BEHIND HOUSE APPV'D
BOH VARIANCE
REQUESTS
MAY 2,2022
SEPTIC IN
REAR PER
BLDG PERM.
95-373
ESTIMATED
W/W SYSTEM
ESTIMATED
EXISTING
W/W SYSTEM
UNKNOWN
W/W SYSTEM
.CMG
)GQTIG
DECKDECK
DOCK
20" CEDAR
20" CEDAR
18" CEDAR
18" CEDAR
18" CEDAR
18" CEDAR
22" CEDAR
36" CEDAR
Hutchins Engineering PLLC
Call Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.com
Dig
New York
291791-01-S2MagneticWWWWW
X X X X X X X X X X X
CIRF
CIRFIPF
CIRF
IPF
IRF
Garage
Adjoining House
Adjoining Garage
Adjoining House
Two Story Wood
F
r
a
m
e
H
o
u
s
e
Boat House
Shed
Lean ToSlate Walk
B.M. Top Nail
in Root = 337.00'
Patio Remains
Screen PorchF.F. Elev.=329.97'F.F. Elev.=33
0
.
1
8
'ConcreteDock
Dock
Wood Cover
Concrete w/ Wood Cover
Concrete Walk
Concrete Walk
Retaining Wall
Conc.
Wire Fence
Well Casing
7R6KRUH
7R6KRUH
$ORQJ6KRUH
6
(
177.02'1
(59.73'165.95'
1
:
Area
10406.1 Sq. Feet
0.24 Acres
Vinyl Fence310 Cleverdale Road
Lands N/F of
Joseph & Carolyn Potvin
B:1442 P:13
226.12-1-81
304 Cleverdale Road
Lands N/F of
Carol B. Wright &
Paul J. Scilipoti
B:5770 P:68335U.P. NM38
.CMG
)GQTIG 5CPF[
$C[
226.12-1-83
308 Cleverdale Road
Lands of
Robert & Jean Tarrant
B:779 P:261
226.12-1-82
226.12-1-10
311 Cleverdale Road
Lands N/F of
Bray
226.12-1-9
309 Cleverdale Road
Lands N/F of
Craft
226.12-1-8
307 Cleverdale Road
Lands N/F of
Eafrato
REPUTED
LAKE WATER
SUPPLY
REPUTED
LAKE WATER
SUPPLY
LAKE WATER
SUPPLY
REPUTED
COMMUNITY
WATER SUPPLY
WELL
HOLDING TANK
PER BLDG PERM.
89-528
REPUTED
COMMUNITY
WATER SUPPLY
ETU & SAND FILTER
BEHIND HOUSE APPV'D
BOH VARIANCE
REQUESTS
MAY 2,2022
SEPTIC IN
REAR PER
BLDG PERM.
95-373
ESTIMATED
W/W SYSTEM
ESTIMATED
EXISTING
W/W SYSTEM
UNKNOWN
W/W SYSTEM
.CMG
)GQTIG
GARAGE IRF
DECKDECK
DOCK
SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFFM FM
FM
FM
FM FM FM FM
WWW
W
W
W W W W W W W W W W
20" CEDAR
20" CEDAR
18" CEDAR
18" CEDAR
18" CEDAR
18" CEDAR
22" CEDAR
36" CEDAR
Hutchins Engineering PLLC
Call Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.com
Dig
New York
291791-01-S3Magnetic
Hutchins Engineering PLLCCall Before You DigWait The Required TimeConfirm Utility ResponseRespect The MarksDig With Care800-962-7962www.digsafelynewyork.comDigNew York291791-01-S4
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
12"(30cm)
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
Hutchins Engineering PLLC
Call Before You Dig
Wait The Required Time
Confirm Utility Response
Respect The Marks
Dig With Care
800-962-7962
www.digsafelynewyork.com
Dig
New York
291791-01-S5