HomeMy WebLinkAboutSW1070501_APPROVED PLANS_20070530STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW4a'r/),s�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE�C��7
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LEGEND
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1511/4�0
PROPERTY LINE
SILT FENCE
AICRES
ENTRY/EXrr
.91
RIP RAP DITCH
0 12 `/50-
ROADWAY
- -------
ED#
CMO#,,2
GRASS LINED DITCH ------ -
WITH CHECK DAMS
11
15,11/401
15
DIVERSION DITCH
'10'' Ac,
E9# 2
WITH CHECK DAMS
PERMANENT & TEMPORARY
A4 AC s,,,,
INLET PROTECTION
SEDIMENT BASINS
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SHEET NO.
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WATER SUPPLY TO WASH
WHEELS IF NECESSARY
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DIVERSION RIDGE
50, (15m) MIN.
PLAN
NOTES:
I. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAYS. THIS MAY
REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT,
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO
PUBLIC RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT
BASIN.
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT
NTS
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE/EXIT
Construction Specifications:
• The aggregate size for construction of the pad shall be 2-3 Inch
(51-16 mm) stone. Place the gravel to the specific grade and
dimensions shown on the plans, and smooth it.
• The thickness of the pad shall not be less than 6 Indies (02 m).
Use geotextfle fabrics, if necessary, to improve stability of the
foundation In locations subject to seepage or high water table.
• The width or the pad shall not be less than the full width of all
points of Ingress or egress and In any case shall not be less than
12 feet (3.6 m) wide.
• The length of the pad shall be as required, but not less than 50
Feet (152 m).
• Locate construction entrances and exits to limit sediment leaving
the site and to provide for maximum utility by all construction
vehicles. Avoid entrances which have steep grades and entrances
at curves In public roads.
The entrance shall be maintained In a condition that will prevent
tracking or flowing of sediment onto public rights -of -way. This may
require periodic top dressing with additional stone as conditions
demand, and repair and/or maintenance of any measures used to
trap sediment.
All sediment spilled, dropped, washed or tracked onto public
rights -of -way shall be removed immediately.
• Provide drainage to carry water to a sediment trap or other
suitable outlet.
• When necessary, wheels shall be cleaned to remove sediment prior
to entrance onto public rights -of -way. When washing is required, it
shall be done on an area stabilized with crushed stone that drains
into an approved sediment trap or sediment basin.
• All sediment shall be prevented from entering any storm drain,
ditch or watercourse through use of Band bags, gravel, straw
bales, or other approved methods. Inspection and Maintenance:
• Maintain the gravel pad in a condition to prevent mud or
sediment From leaving the construction site.
• Replace gravel material when surface voids are visible.
• After each rainfall, Inspect any structure used to trap sediment
and clean It out as necessary.
• Immediately remove all objectionable materials spilled, washed, or
tracked onto public roadways. Remove all sediment deposited on
paved roadways within 24 hours.
OVERFLOW
ELEVATION
RECEIVING
ELEVATION
FILTER
MATERIAL
THICKNESS Cd') = IS X MAX. ROCK DIAMETER - 6" (150mm) MIN.
SECTION A -A
La = 6 X 'D' MIN 'D' = PIPE DIAMETER
PLAN
NOTES
i. La' = LENGTH OF APRON. DISTANCE 'La' SHALL BE OF SUFFICIENT
LENGTH TO DISSIPATE ENERGY AND SHOULD REACH TO THE TOE OF
THE FILL INTO NATURAL GROUND.
2. APRON SHALL BE SET AT ZERO GRADE AND ALIGNED STRAIGHT.
3. FILTER MATERIAL SHALL BE FILTER FABRIC OR 6" (150mm) THICK
MINIMUM GRADED GRAVEL LAYER
ENERGY DI551PATOR
NTS
CORRUGATED METAL PIPE
CULVERT
SIZE (IN.)
15"
APRON
3.15'
WIDTH (FT.)
5z,
APRON
LENGTH (FT.)
RIPRAP
STONE
F,
THICKNESS (IN.)
SYNTHETIC
FILTER
BLANKET
40
VALUE (OZ./YDISQ.)
ENERGY DI551PATOR
TABLE OF DIMENSIONS
ENERGY DISSIPATOR
Construction Specifications:
• Ensure that the subgrade for the filter and rlprap Follows the
required lines and grades shown in the plan. Compact any fill
required in the subgrade to the density of the surrounding
undisturbed material. Low areas in the subgrade on undisturbed
soil may also be filled by Increasing the rlprap thickness.
• The rlprap and gravel filter must conform to the specified
grading limits shown on the plans.
• Filter cloth, when used, must meet design requirements and be
properly protected from punching or tearing during Installation.
Repair any damaged fabric by removing the rlprap and placing
another piece of filter cloth over the damaged area. All
connecting joints should overlap a minimum of I foot (03 m). If the
damage is extensive, replace the entire Filter cloth
• Riprap may be placed by equipment, but take care to avoid
damaging the filter.
+ The minimum thickness of the rlprap should be 1.5 times the maximum
stone diameter.
• Riprap may be Field stone or rough quarry stone. It should be
hard, angular, highly weather -resistant and well graded.
• Constrict the apron on zero grade with no overfali at the end.
Make the top of the rlprap at the downstream and level with the
receiving area or slightiy below it.
• Ensure that the apron is properly aligned with the receiving
stream and preferably straight throughout Its length If a curve is
needed to fit site conditions, place it in the upper section of the
apron.
• Immediately after construction, stabilize all disturbed areas with
vegetation.
Inspection and Maintenanos
Inspect riprap outlet structures after heavy rains to see if any
erosion around or below the rlprap has taken place or IF stones
have been dislodged. Immediately make all needed repairs to
prevent further damage.
r 6" (150mm)
• .
c • o..
. -- • -• . .
VIEW LOOKING UPSTREAM
SECTION A -A
V = THE DISTANCE SUCH THAT POINTS 'A'
AND 'B' ARE OF EQUAL ELEVATION.
ice--- L
SPACINC= BETWEEN CHECK DAMS
ROCK CHECK DAM
NTS
CHECK DAMS
Construction Specifications:
• Obtain appropriate permits or approvals from local or state
regulatory agencies.
• The drainage area is limited to one half acre.
Keep a maximum height of 2 feet at the center of the dam.
• Keep the side slopes of the dam at 2:1 or flatter.
Stabilize outflow areas along the channel to resist erosion.
Use NC DOT Class 5 stone and line the upstream side of the dam
with I' minimum INC DOT 45 or 451 stone.
Key the stone Into the ditch banks and extend It beyond the
abutments a minimum of 15 feet to avoid washouts from overflow around the dam.
The maximum spacing between the dams shall be such that the toe
of the upstream dam is at the same elevation as the top of the
downstream dam.
• Rock dams shall be constructed of 2-15 Inch (51-381 mm) rock
• Keep the center rock (spillway) section at least 5 Inches below
natural ground level where the dam abuts the channel banks.
• Extend the abutments 18 inches (05 m) into the channel bank
• Place stone to the lines and dimensions shown in the plan
on a filter fabric Foundation
• Make sure that the channel reach above the most upstream dam is stable.
Ensure that other areas of the channel, such as culvert entrances below the
check dams, are not subject to damage or blodcage from displaced stones.
• Remove checkdams and stakes when stabilization is complete.
VEGETATIVE PLAN
OVERLAP 6" (150mm) MINIMUM
EXCAVATE CHANNEL TO
DESIGN GRADE AND
CROSS SECTION
-r—
OVERCUT CHANNEL 2" (50mm)
TO ALLOW BULKING DURING
SEEDBED PREPARATION
x
t— 6" (150mm)
INTERMITTANT CHECK SLOT
DESIGN DEPTH
LONGITUDINAL
ANCHOR TRENCH
6" (150mm)
LONGITUDINAL ANCHOR TRENCH
TYPICAL INSTALLATION WITH EROSION CONTROL BLANKETS OR TURF REINFORCEMENT MATS
SHINGLE -LAP SPLICED ENDS OR BEGIN NEW
ROLL IN AN INTERMITTANT CHECK SLOT.
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SEEDBED PREPARATION
ALL SEEDBEDS ARE TO REMAIN LOOSE AND ROUGH READY TO RECEIVE SEEDING MIXTURE.
SEEPING METHOD IS TO BE COMPLETED WITHIN 1-10 DAYS OF COMPLETED 1000 FOOT SECTIONS OF ROAD.
LIME, FERTILIZERS, SEED AND MULCH MIXTURES TO BE APPLIED AT APPROXIMATE RATES PER ACRE:
LIME: ® 2 TONS PER ACRE
FERTILIZER: TYPE I6-46-0 6 400 L$S. PER ACRE OR 10-10-10 9 SOO LBS, PER ACRE
SEED MIXTURE: WINTER RYE GRAIN a 25 LBS. PER ACRE
KENTUCKY 31 TALL FESCUE a 30 LBS.
MULCH/HAY/STRAW e 2 TONS PER ACRE (80-100 BALES PER ACRE)
NOTE: FERTILIZER AND LIME RECOMMENDATIONS ARE TO BE APPLIED APPROPRIATELY IN LIEU OF A SOIL TEST FOR
THE INDIVIDUAL SOIL MAP UNIT CLASSIFICATION.
HYDRO -SEEDING 15 RECOMMENDED USING THE VEGETATIVE PLAN SEEDING AND FERTILIZER MIXTURES AND/OR AN EQUIVALENT MIXTURE.
NOTES
;
i DESIGN VELOCITIES EXCEEDING 2 FT/SEC (85m/SEC) REQUIRE
TEMPORARY BLANKETS, MATS OR SIMILAR LINERS TO PROTECT
SEED AND SOIL UNTIL VEGETATION BECOMES ESTABLISHED.
2. GRASS -LINED CHANNELS WITH DESIGN VELOCITIES
EXCEEDING 8 FT/SEC (2m/SEC) SHOULD INCLUDE TURF
REINFORCEMENT MATS.
GRASS LINED CHANNEL - TYPICAL INSTALLATION
NTS
GRASSED -LINED CHANNELS
Construction Specifications:
See Permanent Seeding and Erosion Control Blankets and Mats
BMPs.
Inspection and Maintenance:
• During the initial establishment, grass -lined charnels should be
repaired and grass re-established IF necessary.
• After grass has become established, the channel should be
checked periodically to determine if the channel is withstanding
Flow velocities without damage.
• Check the channel for debris, scour, or erosion and immediately
make repairs. It is particularly important to check the channel
outlet and all road crossings For bank stability and evidence of
piping or scour holes and make repairs immediately.
• Remove all significant sediment accumulations to maintain the
designed carrying capacity.
• Keep the grass in a healthnj, vigorous condition at all times, since
It Ia the primary erosion protection for the channel.
• Permanent grassed waterways should be seasonally maintained by
mowing or irrigating, depending on the type of vegetation
selected.
CHANNEL DESIGN
SIDE
CHANNEL
SLOPES
DITCH
DISCHARGE PEAK
CHANNEL
BOTTOM
(h/V)
VELOCITY
HYDRAULIC
NORMAL
MATT
REF#
Cfs
FLOW hrs
SLOPE %
WIDTH (ft)
gA
(fps)
RADIUS (ft)
DEPTH ft)
TYPE
1
4
1.478
5% -8%
0.50'
1-5-
7.56
0.25
0.45
C125BN
2
4
1.478
10%
0.75'
1.5
\ 8.12
0.23
0.38
C125BN n"t'._q'vV
3
4
1.478
15%-25%
.50'
1.5
)4 ' 94
0.31
0.59
C350 �1
4
7
1.478
10% -20%
.50'
1.5
5.84
0.38
0.74
C350
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SR 1319
SR1320 tea.
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�y PROPERTY
SR a LOCATION
w
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Y' SVI LOCATION MAP...NO SCALE
CHORDS ALONG CENTERLINE OF RICHARD BRISTOL
S.R. 1319 - BRISTOL ROAD (50' R/W)
LINE
BEARING
DISTANCE
L21
S
89-26' 14"
E
24.57'
L22
N
89'09'45"
E
31.62'
L23
N
86'28 31
E
22.91'
L24
N
83°26'59"
E
23.71'
L25
N
79*41'38"
E
36.83'
L26
N
75'44'53"
E
42.37'
L27
N
73'41'12"
E
52.73-
L28
N
7210'41"
E
45.46'
L29
I N
70'59'20"
E
1 51.69'
NOTES:
THIS SURVEY IS SUBJECT TO ALL EXISTING EASEMENTS
OR RIGHTS -OF -WAY THAT EXIST.
PORTIONS OF THIS PROPERTY ALONG TUSQUITEE REEK
ARE LOCATED IN A DESIGNATED FLOOD HAZARD AREA.
(ZONE A) REF: FEMA FIRM PANEL 111 370063 0050 A.
SOURCE OF HORIZONTAL CONTROL,
G.P.S. VECTORS MEASURED FROM
N.C.G.S. RTK NETWORK WITH A SITE
CALIBRATION ON N.C.G.S. STATION "BLAIR"
COORDINATES ARE N.A.D. 1983 - EPOCH 2O02.
COMBINED GRID FACTOR USED: 0.99979586
ALL DISTANCES SHOWN ARE GRID LENGTHS.
LEGEND:
I.P.F. = Iron Pin Found
I.P.S. = Iron Pin Set
Fence
Ff = Railroad
® = Iron Pin
p = Point
G = Concrete Monument
N/F = Now or Formerly
D.M.D. = Double Meridian Distance.
CMS/F = Concrete Monument Set/Found
PP = Power Pole
TP = Telephone Pole
N.A.D. = North American Datum
N.C.G.S. = North Carolina Geodetic Survey
(1).S.F.D. = One Story Frame Dwelling
Tree Line
MNS O- = Mag Nail Set
B. 2139 PG. 157 (TR. 1) lP�e�lcl�
DB. v, PG. 147
RpP%-'
01 NCDOT 50' R/W ov,StO`�''
DB. 139, PG. 216 `�� w
S.R. 1319 A A _ S 19'12'50" E
I.P.F. 28.89
DAVIDSON
N DB.274
1V PAVED _ ; �� IPS / N PG. 128
w� LOT 1
NOTE:
ALL LOTS AND LOT ACREAGES
ARE PROPOSED AT THIS TIME.
N 19 31 39 E LOT 16 , , , m N.C. GRID
40.06' 1.18 Ac.+- / ' N.A.D. '83 LOT 15 - EPOCH 2002
iPS
/�
'N '� '� ' ' i /.'. T.P.F. S 19'12'50" E
P as.32' DAVIDSON Ajcy�a0
RICHARD BRISTOL �' !gip ' I DB. 274
DB. 213, PG. 157 (TR. 1) �S'* _ �/�I° PG. 128
% �m � \- ---�` / ''s wws LOT 11 57 Gz�
DB. v, PG. 147 ti% ; � i '-------_�C� .� o
IPS \ I'P'F'A._ - X;��� �� CHORDS ALONG CENTERLINE OF
I%� �
ii,/ `\\ D �� TUSQUITTEE CREEK AND BOUNDARY
rye/ �O 0f
AVry' LOT 14
LOT 13 ,�� ' O�
2.00 Ac.+- ' J
IPs((() 1.20 Ac.+- ,
ii
LAZERATION
°�s��
DB. 293
za'RNV � //-�� ; PG. 206
uji
LOT 9 LOT 12
I^
1.33 Ac.+-
IPS
I j LOT 12
2.47 AC.+- ``�� ��% 1 LOT 10
RICHARD BRISTOL
DB. 213, PG. 157 (TR. 1)
DB. v, PG. 147
I, Brian T. Moore, certify that this
plat was drawn under my supervision from
an actual survey made under my supervision;
that the ratio of precision as calculated
by lotitudes and departures is:
that the boundaries not surveyed are
clearly indicated as drawn from
information contained in Book
Page that this plat was prepared
In accordance with G.S. 47-30 as amended.
I, Brian T. Moore, Further Certify to one of the following:
This survey creates a subdivision of land within the area
of the county or municipality that has an ordinance that
regulates parcels of land;
This survey is located in a portion of the county or
municipality that is unregulated as to an ordinance
that regulates parcels of land;
This survey is of on existing parcel or parcels of land
and does not create a new street or change an
existing street;
This survey is of an existing building or other structure,
or natural feature, such as a watercourse;
This survey is a control survey,
This survey is of another category, such as the recombination
of existing parcels, a court -ordered survey, or other
exception to the definitio f subdivision.
Witness my, original sig ur�
registration number this
day of
O
Surveyor
�S W License No. L-3868
LINE
BEARING
DISTANCE
L1
S
50'43'01' W
137.07'
L2
S
53'11'04*
W
18.23'
L3
S
53'11'04"
W
105.71'
L4
S
47*54'19*
W
49.58'
L5
S
47*54'19*
W
90.19,
L6
S
5623"140
W
66.15'
L7
S
58`23'14
W
134.87'
L8
S
7745'07"
W
26.36'
L9
S
72-45'07"
W
47.77'
L10
S
8744'42"
W
100.54'
L11
S
874.4'42"
W
24.33'
L12
N
81-02'58"
W
124.94'
L13
N
7V 15'43'
W
6.01'
L14
N
74'15'43"
W
63.32'
L15
N
4508'22"
W
37.37'
L16
N
58'10'02"
W
52.38'
L17
N
73'36'08"
W
2.21'
L18
N
73'36'08"
W
62.13'
L19
N
81'26'22"
W
75.22'
L20
S
86'43'01"
W
17.95'
IPS Loj I f ' 1.25 Ac.+- I Pk / /63
s
i I PROPOSED NEW ACCESS R9ADS ''� o
(NOT CONSTRUCTED AT THIS TIME) ��1
IPS % o�/ ' ON BANK KOFU REEK
\ LOT 11 %��� LOT 8
1.57 Ac.+- n �% s
1.00 Ac.+-
z
�Oa - S 36°33'50" E
61 p IPS A;_.0 ' \ \ / 88°48'74" E IPu S 88°48'14" E S 8819.16'
4" E S 88"48'14" E �9p,59 ` �' / s�° i /.- /
IPSC� S �
r30.
7a.za 1o7' IPS 87.31' IPs 95.2T �' w's ��',, LOT 7
ROA \ "O�` 1.00 AC.+- 37.73' �P/
Se NEW A
to wj "1 a�� _% / O�
PROPS aw s LOT
\O /
LOT 1 Nino _ _ N� > 1.00 Ac.+- McCLURE
Za i �I J w N a ,N O \F IPS /.
1.00 Ac.+. ;1 N a O o , p 9� 41.80' /� �,DB. 205
W1 NIO <O �A 4 J
LOT 2 a M m js _Ao � / b' / / GQ`� PG. 209
N 1 � 0 (Q N Oa ,m LOTS
I.P.S. I 1.00 Ac.+- ' rn LOT 4` 1.00 Ac.+- \ O
N:516076.248 I 1 LOT I 100Ac.+- ` 28.19'\ IPS-..1 /•- �J�aJ " PRELIMINARY LOT LAYOUT
E:563603.886 (') 099'
31.95' _,. -•-•_ A. \. 1 4542' ' 3977'
N.C.G.S. STATION
"BLAIR"
44.10' IPS
\ IPS / /.. /
IPS/
BRISTOL
DB. 148
PG. 88
TUSQUITTEE TRACE SUBDIVISION
CGR INVESTMENTS, INC. & WADE BENSON, DI
HAYESVILLE TOWNSHIP
CLAY COUNTY, N.C. - DISTRICT #2
DEED BOOK 308, PAGE 91
MAY 7, 2007
0' 100' 200' 300'
SCALE: 1 INCH = 100 FEET
SURVEY AND PLAT BY BRIAN T. MOORE, PLS
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SR 1319
SR1320
Leo
S¢ 1316 \\�
qJ5 PROPERTY
SR LOCATION
M
SR 1314
I��$ LOCATION MAP...NO SCALE
CHORDS ALONG CENTERLINE OF RICHARD BRISTOL
S.R. 1319 - BRISTOL ROAD (50' R/W) \
LINE
I BEARING
DISTANCE
S 89'26'14"
E
24.57'
N
8628'31"
E
22.91'
N
83'26'59"
E
23.71'
t
N
7W41'38"
E
36.83'
N
75'44'53"
E
42.37'
N
73*41'12
E
52.73N
7710*41
E
1 45.46'
L29
N
70'59'20"
E
1 51.69'
NOTES:
THIS SURVEY IS SUBJECT TO ALL EXISTING EASEMENTS
OR RIGHTS -OF -WAY THAT EXIST.
PORTIONS OF THIS PROPERTY ALONG TUSQUITEE CREEK
ARE LOCATED IN A DESIGNATED FLOOD HAZARD AREA.
(ZONE A) REF: FEMA FIRM PANEL # 370063 0050 A.
SOURCE OF HORIZONTAL CONTROL-
G.P.S. G.P.S. VECTORS MEASURED FROM
N.C.G.S. RTK NETWORK WITH A SITE
CALIBRATION ON N.C.G.S. STATION "BLAIR*
COORDINATES ARE N.A.D. 1983 - EPOCH 2O02.
COMBINED GRID FACTOR USED. 0.99979586
ALL DISTANCES SHOWN ARE GRID LENGTHS.
LEGEND:
I.P.F. = Iron Pin Found
I.P.S. = Iron Pin Set
K 1E = Fence
46F'F- = Railroad
® = Iron Pin
A = Point
G = Concrete Monument
N/F = Now or Formerly
D.M.D. = Double Meridian Distance.
CMS/F = Concrete Monument Set/Found
PP = Power Pole
TP = Telephone Pole
N.A.D. = North American Datum
N.C.G.S. = North Carolina Geodetic Survey
(1).S.F.D. = One Story Frame Dwelling
Tree Line
MNS * = Mag Noll Set
B. 2132 PG. 157 (TR.
1)
DB. v, PG.
147-'
l00\01
C'
NCDOT 50'
R/W
t15�01Y
S.R.1319
DB. 139. PG. 216
�' /s1s°lzso°E
�__�---MNs
w
I.P.F. 28.80'
DAVIDSON
18' PAVED
fn
DB.274
PG. 128
!
LOT 1
N 19°31'39" E M �'
40,06' M V %n
LOT 16
r r rr
m
RICHARD BRISTOL
DB. 213, PG. 157 (TR. 1)
DB. v, PG. 147 �,
2%
IPS
, G)
4c,/
,
�o
j
m
NOTE:
ALL LOTS AND LOT ACREAGES
ARE PROPOSED AT THIS TIME.
f ;r /0 1.18 Ac.+- LOT 15
�2' 1.50 Ac.+.
�� ` r aj.P.F.
S 19 ft)1
p0% :;'. ?Q 1 /'-•` °12'50" E
I. P.F. DAVIDSON ODB. 274
�
PG. 128
LOT 11 5r
.�% LOT 14 c9 O;rk
LOT 13 2.00 Ac.+-
r _ s
°�� �� LAZERATION
DB. 293
24' RIIN PG. 206
w! � � � � r
LOT 9 LOT 12
1.33 Ac.+-
` } \
IPS
j ! LOT 12 - -.
2.47 Ac.+- ``�. -��/ LOT 10
IPS L{»y1 1.25 Ac.+-
' �,r
i I PROPOSED NEW ACCESS R9ADS E ^.
1,1 (NOT CONSTRUCTED AT THIS TIME) ts" BLACK GUM
W 1 1
N.C. GRID
N.A.D.'83
EPOCH 2O02
CHORDS ALONG CENTERLINE OF
TUSQUITTEE CREEK AND BOUNDARY
RICHARD BRISTOL ^ IPS / N'95• ON BANK OF CREEK
LOT 11 =���� LOT 8
DB. 213, PG. 157 (TR. 1) o / 1.57 Ac.+- t 1op2� .� \s� 1.00 Ac.+
Z, \\ 1 IP V% gyp?�ye
/ `9'�as� 'p
DB. v, PG. 147 . 1. / sT�
1, Brian T. Moore, certify that this
plat was drawn under my supervision from
an actual survey made under my supervision;
that the ratio of precision as calculated
by latitudes and departures is:
that the boundaries not surveyed are
clearly indicated as drawn from
information contained in Book
Page that this plat was prepared
in accordance with G.S. 47-30 as amended.
I, Brian T. Moore, Further Certify to one of the following:
' This survey creates a subdivision of land within the area
of the county or municipality that has an ordinance that
regulates parcels of land;
This survey is located in a portion of the county or
municipality that is unregulated as to an ordinance
that regulates parcels of land;
-' This survey is of an existing parcel or parcels of land
and does not create a new street or change an
existing street;
This survey is of an existing building or other structure,
or natural feature, such as a watercourse;
This survey is a control survey,
This survey is of another category, such as the recombination
of existing parcels, a court -ordered survey, or other
exception to the def}nitior�,�f subdivision.
Witness my original sigr�p ur V
registration number�.g� p �i this
(p�\jv` Surveyor
{Vr' License No. L-3868
LINE
BEARING
DISTANCE
L1
S 50'43'01"
W
137.07'
L2
S
53'11'04*
W
18.23'
L3
S
53'11'04-
W
105.71'
L4
S
47'54'19"
W
49.58'
L5
S
4754'19"
W
90.19,
L6
S
5f 23 14"
W
66.15
L7
S
58'23'14
W
134.87'
L8
S
7745'07"
W
26.36'
L9
S
72"45'07"
W
47.77'
L10
S 8744*42"
W
100.54'
L11
S
82'44 42"
W
24.33'
L12
N
81'02'58"
W
124.94'
L13
N
74 15'43"
W
6.01'
L14
N
74"15'43"
W
63.32'
L15
N
4508'22"
W
37.37'
L16
N
58"1O'O2"
W
52.38'
Liz
N
73'36'08"
W
2.21'
L18
N
73'36'08"
W
62.13'
L19
N
81'2622"
W
75.22'
120
S 86'43'01"
W
17.95'
` ,4 / CT \� S 36°33'50" E
In
10A� '
588°48'14'E IPS S88°48'14"E S88°=8-14"E S�8�E N6�gQ59\S� 9� \ /•'� /•• 19.16,
IPS C"}� .� 48 ..�.._.
174.za' 130.07 iPSis7.3r IPS ss.zr __��� sa\�0 LOT7
�ao�\�� 1.00 Ac.+- IPS /
--- 1N PSS \ N 37.73'`l
-� "'�SE
pROp D LA `ten LOT 8
r 3 '
LOT 1 o SOX 1.00 Ac.+- \ , �i MCCLURE
Z N 1.00 Ac.+- �'Nm 6, - O m ' �N, O'yl `m 41.80' IPS / P� / ``�
V DB.205
J
1 GQ� PG. 209
' LOT 2 �� o N ° ,m LOT 5
1.00 Ac.+- � v � m � 1.00 Ac.+- .
N:516076.248 L LOT 4
E:563603886N) ' 0.99- LOT3 1.00Ac.+_ 28.19•` ,.• �...•,,•' �� PRELIMINARY LOT LA'
^-
N 01055'27" E _ . ' , � •'
i
45.42' ' .10' 39.77,
"�• IPS IPS,
,••
IPS
N.C.G.S. STATION
"BLAIR"
BRISTOL
DB. 148
PG. 88
APPROVED
BY pa>p
Ja C E IN7 i
TUG 0 6 2001
i
BY: 4-115P t, &� i
TUSQUITTEE TRACE SUBDIVISION
CGR INVESTMENTS, INC. & WADE BENSON, D]
HAYESVILLE TOWNSHIP
CLAY COUNTY, N.C. - DISTRICT #2
DEED BOOK 308, PAGE 91
MAY 7, 2007
0' 100' 200' 300'
SCALE: 1 INCH =100 FEET
SURVEY AND PLAT BY BRIAN T. MOORE, PLS
774 PUETT COVE CIRCLE MARRLE N c 2ssns
1� L9i'/'�5 �Lr A9
L lbw
is 1
v
i
LEGEND S.R. 1319 I 00, CMP#
PROPERTY LINE I / 15/40'
SILT FENCE
P.91 ACRES '
19 AVED / ENTRY/EXIT 50
RIP RAP DITCH/ I � o '
ROADWAY ED# CMP#,2
GRASS LINED DITCH 0 / 15, f
WITH CHECK DAMS / / / 15n _ 11/40/
DIVERSION DITCH n ® n / / 10 'AC E 2
S /
WITH CHECK DAM /
,
PERMANENT & TEMPORARY / / .44 ACR
INLET PROTECTION `
X
0
SEDIMENT BASINS
CORRUGATED CMP#
METAL PIPE (CMP) 4 8 ACRES/
TEMPORARY DOWN ° 0 B CM
SLOPE DRAIN
t1
PLUNGE POOLS /4
ENERGY DISSIPATER 01 ti ^y / CMP# 3 E �OZ�/ \
Q7 / \
SLOPE DIRECTION .f- X% 'y / 15'740' ' + /
GRADE BREAK *,rr �.,ri / � .20 ACRES
BROAD BASE DIP i _- 1 / / ED# 5 5' CONTOUR (EXIST.) CR S / 15„
25' CONTOUR (EXIST.) _ 2925 / .11 AC q 0 R S /
STREAM &SPRING HEAD On----m� / 2 I \ CMP# 4 +
LOT NUMBER & ACRES O _ \ 1511/40' \ + I / IX
AC.D# 1A - 4 ACRES Ri 5
PROPOSED HOUSE SITES .38 A CR ES
H2O SHEDS
GRASSLAND / I CMP# 7
1511/40'
1.62 ACRES
/ Z
IN RA I8' PA D Sl1RFy4C
i \\ CM" 6 RNEW YS 121 PAV SURFACE � 15"/40'A06\ E
11
IT,'/40f
ENGINEER'S CERTIFICATION 1.3 ACRES k ACRE
Storm Water Management Plan / for } _ 15
-2-0
O
Tusquittee Trace Subdivision / / / \/�
� ES g
°0ax40
Clay County, North Carolina I CMP# 9
The Sedimentation and Erosion Control Plan for the Tusquittee Trace Subdivision has
been previously submitted by Smoky Mountain Land ECO System Community, Inc. and
approved by the North Carolina Department of Environment and Natural Resources — \
Division of Land Quality. The following revisions have been made to the Sedimentation
and Erosion Control Plan:
1. Ditch calculations have been revised for 3:1 side slopes. \ +
2. Ditch linings for vegetated ditches have been designed for North American Green
products. \
3. Roa the have been revised and labeled as 12 00 or,8.0' wide.
The 30.0' vege tive buffer has been shown on the plan an"bel .
Pipe calcu a Ions have been verified for a 25-year storm design, based�bn drainage
areas from the original Sedimentation and Erosion Control Plan.
Run-off calculations, based on original drainage areas, verify that the 4.0 cfs flow, used
as a worst case scenario for the original submittal, is not exceeded for the individual
pipes and/or ditches.
A Miscellaneous Details (Sheet 2 of 2) has been added to the Sedimentation and
Erosion Control Plan that includes the following: \ \
1. Energy Dissipater and Schedule
2. Grass Lined Ditch and Schedule
3. North Carolina Department of Environment and Natural Resources — Division of
Land Quality Construction Notes and Seeding Specifications.
T. D. Haney wrw— FILL SLOPES BETWEEN
N� STA. 1+00- & END ROAD G,� �,`�o - -
Consulting Engineers, PA gre, AT z:1.
69 Jeddns VaNey goad � �J w
Alezai , North Caralm 28701
(828) 683-9219 t? _ ✓ I .
_ L \
RECEIVED
2007
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