156-08 OVERSIZED PLANS

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PRELIMINARY PLAT OF
,
OLIVE TOWNE LANDING
..........
�— A PLANNED UNIT DEVELOPMENT
/V,w01�Wv/ � ' _ -- ®� NEW BERN, N.C.
PU� �L .mow +±' A '• '+: No. 8 Township Craven County
h 3610 ,9
SEAL )�7 ,
.� L-1661 Cr.
Scale: 1 "= 50' Date of Survey: June 29, 2007
Date of Plat: March 11, 2008
Surveyed & Drawn. By:
Edward B. Latham, P.E., P.L,S. Lic. No. 3610, L-1661
Edward B. Latham, P.A.
3412 Windsor Drive-
New Bern, N.C. 28 �62 [phone] j i`

WETLAND LINE PROPERTY LINE
LINE BEARING LENGTH LINE BEARING LENGTH
L-1
N 05 DIE
IT6
L-100 N 48 41' 48" E 23.70
L-2
N 70 04'W
12.0
L-101
N 09 38' 03" E 22.77
L-3
N 83 11'W
19.1
L-102
N 43 57 42" E 66,01
L-4
N 81 03'W
26.7
L-103
N 31 35' 10" E 18.77
L-5
N 66 40'W
16.7
L -104
N 00 48' 15" E 24.18
L-6
S 89 04'W
21.8
L-105
N 83 08' 51" E 26.32
L-7
N 10 56' E
10.2
L-106
N 46 20' 42" E 22.86
Lr8
N 77 02' E
35.6
L-107
N 21 09' 11" E 8.11
L-9
N 49 IT E
38.0
L-108
N 14 42' 05" W 19.45
L-10
N 47 OT E
35.6
L-109
N 31 36'36" W 23.76
L-11
N 83 33' E
17.8
L-110
N 09 25' 47" W 16.92
L-12
S 55 03' E
17.0
L-I I I
N 43 4T 00" E 46.99
L-13
S 27 48' E
62.6
L-112
N 37 5T 52" W 27.84
L-14
N 23 15"E
228.9
L-113
N 26' 01' 26"E 18.31
Lr15
S 35 25' W
32.3
L-I 14
N 88 36' 40" E 22.65
L 16
S 40 32' W
24.0
L-115
N 72 38' 10" E 7.66
L•17
S 72 40' W
33.7
L-121
N 07' 00' 33" E 14.69
L•18
S 21 50' W
25.4
L-I 16
N 31 19' 43" W 18.06
L-19
S 87 50' W
26.6
L-117
N 89 08' 05" W 18.69
L-20
S 63 24' W
28.6
Lr 118
N 74 02' 02" W IT64
L-21
S 86 00' W
14.5
L-119
N 43 22' 27" W 12.59
L-22
S 57 15"W
8.3
L-120
N 04 26' 51" W 45.82
L-23
N 14 35' W
39.0
L-122
N 45 54' 46" E 24.74
L-24
N 06 WE
12.7
L-123
N 77 22'30" E 19.24
L-25
N 27 1T E
31.0
L-124
S 74 58' 24" E 24.58
L-26
N 20 25' W
37.9
L-125
S 09 26' 56" E 36.29
Lr27
N 34 32'W
24.4
L-126
S 35 20' 18" E 51.56
L-28
Nil 28' W
39.0
L-127
S 20 57'20" E 24.31
L-29
N 35 52' W
12.9
L-128
S 29 38' 45" E 10.79
L-30
N 17 14' W
20.1
L-129
S 83 54' 48" E 8.87
L-31
N Ol 19' E
28.3
L-130
S 61 49' 41" E 53.39
L-32
N 08 30' E
42.4
L-33
N 55 42' W
29.6
L-34
N 50 08' W
19.4
L-35
N 64 53' W
16.8
L-36
S 72 12' W
25.8
L-37
S 32 40' W
22.6
L-38
S 19 20' W
33.5
L 19
S 17 22' W
29.1
L-40
S 35 5T W
38.2
L-41
S 06 59' W
39.5
LOT DATA
L42
S 16 3T W
54.1
L-43
S 36 21' W
15.2
Maxi'num Allowabie
L-44
S 42 09' W
32.8
Lot No. Area B�U.A. B.U.A.
L 45
S 68 23' W
35.0
!
8000 sq.ft. 4225 9q.fL 2730 sq.ft.
L-46
S 80 34' W
15.8
2
3
8000 4225 2730
18744.7 3989
L-47
N 68 40"W
26.2
4
2730
14057.5 4259 2730
L48
S 71 39' W
11.3
5
13648.5 4029 2730
L 49
N 15 21' W
15.4
6
13063.6 4220 2730
L-50
N 35 23' W
33.0
7
13600 4000 2730
L-51
N 02 45' E
34.1
8
13134.3 3528 2730
L-52
N 25 21' E'
29.4
9
13484A 4190 2730
L-53
N 00 16' W
24.5
10
8000 4225 2730
L-54
N09 19' E
30.2
11
12
8000 4225 2730
8000 4225
L-55
N 55 20' E
19.0
2730
L-56
N 08 WE
24.2
L-57
N 08 45' W
29.2
L-58
N 39 39' W
22.5
L-59
N 06 33' W
17.6
L-60
S 85 52' E
36.6
L-61
N 73 36' E
17.4
L-62
N 37 39' E
30.3
L-63
N 12 10' W
29.1
L-64
N 30 34' E
24.5
L-65
N 42 00'E
36.2
1: 66
N 07 4T E
7.5
L-67
N 38 52' E
27.3
L-68
N 40 5T W
37.5
L-69
N 44 44' W
23.4
L-70
N 55 25' W
21.5
L-71
N 42 34' W
24.0
L-72
N 47 24' W
19.8
L-73
N 56 22' W
11.8
L-74
N 42 46' W
33.0
L-75
N 12 49' W
11.5
L-76
N 23 59' E
22.5
L-77
N 25 16' E
7.4
L-78
N 16 49' W
18.1
L-79
S 83 28' W
24.5
L-80
S 36 15' W
15.4
L-81
S 57 29' W
10.8
L-82
N 27 45' W
7.8
L-83 N 73 18' W 12.8
L-84 S 28 OT W 19.9
L-85 S 80 50' W 22.0
UNITED STATES
DEPARTMENT OF AGRICULTURE
c FOREST SERVICE
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- OLDS TONNE LANDING
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No. 8 Township Craven County
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7 `� j / Date of Plat: March 11, 2008
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New Bern, N.C. 28562 [phone] o
SWii-XC.o• n.Pn///.tr.�.4118,L N, / � SY/.4Y,�DRA/Ni1Si''i6Re�N .,Z SlNi1%L�O�A-/.UiF6B'..f�F.AiYty �
a

RIPARIANSETBACK RESTORATION PLAR
The 50 foot Riparian Buffer Area on this project was disturbed by placing excavation materials
on the area from the construction of Olde Towne Channel in the mid 1970's before Riparian
Setback Regulations were inacted. That excavated material was leveled and, in one small area,
wetlands were covered. Those destroyed wetlands are part of the wetlands which will be
mitigated as a part of the total wetlands destroyed as a result of the construction of this project.
The 50 foot Riparian Buffer Area on this project includes none of the abovementioned destroyed
wetlands. Some Ieveling of the excavated material (soil) was permitted for backfilling the
parallel bulkhead adjacent to Olde Towne Channel which was installed during the summer of
2007. Some trees and shrubs were lost as a result of this backfilling.
We propose to restore this area by planting ground covers, shrubs, and trees in accordance with
"Guidelines for Riparian Buffer Restoration" published by the N.C. Department of
Environmental and Natural Resources Ecosystem Enhancement Program, published in October,
2004. We have selected the list of ground covers, shrubs and trees as shown on Plan Sheet No.2
and we will plant at the minimum density coverage rates established in the abovementioned
guideline, which includes a minimum of at least two native hardwood tree species planted at a
density of 320 trees per acre at maturity. The trees selected at the time of planting will depend on
the availability of a specific species. Shrubs from the selected list will also be planted at the
recommended rate.
Some minor spot grading will be required to eliminate channelized surface water flow and to
insure diffuse flow through the riparian buffer zone. We will perform soil samples as needed to
insure proper plant selection, and lime and fertilizer types and rates and will insure that those
types and rates are applied at the proper times.
The existing centipede scud which was installed adjacent to the bulkhead to control soil erosion
will be removed and reused elsewhere on the project.
The Riparian Buffers are in Limited Common Areas controlled and maintained by the
homeowners association and annual reports will be submitted for five years to show survival of
any plants or trees and will replace any plants or trees that do not survive. Diffuse flow will be
maintained during the five year period.
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OLDE TOWNE PLANT LIST
EACH LOT REQUIRING A RESTORATION AREA WILL BE
PLANTED WITH MATERIAL FROM THE FOLLOWING LIST
PLANT LIST
TREES
T-1
BETULA NIGRA - RIVER BIRCH
T-2
CERCIS CANADENSIS - RED BUD
T-3
ILEX DECIDUA - POSSUM HAW
T-4
ACER BARBATUM - SOUTHERN SUGAR MAPLE
T-5
LIRIODENDRON TULIPIFERA - TULIP POPLAR
T-6
QUERCUS BICOLOR - SWAMP WHITE OAK
T-7
QUERCUS NIGRA - WATER OAK
T-8
AMELANCHIER CANADENSIS - CANADA SERVICEBERRY
T-9
CHIONANTHUS VIRGINICUS - WHITE FRINGETREE
T-10
CRATEAGUS CRUS-GALLI - COCKSPUR HAWTHORN
SHRUBS
S-1
ARONIA ARBUTIFOLIA - RED CHOKE BERRY
S-2
HYPERICUM DENSIFLORUM - ST. JOHN'S WORT
S-3
ILEX GLASBARA - INK BERRY
S-4
JUNIPERUS HORIZONTAUS - CREEPING JUNIPER
S-5
ILEX VOMITORIA - YAUPON HOLLY
S-6 VIBURNUM NUDUM-POSSUM HAW VIBURNUM
S-7 CALUCARPS AMERICANA - AMERICAN BEAUTYBERRY
S-8 HAMAMELIS VIRGINIANA -WITCH HAZEL
GROUND COVER
GG1
ANDROPOGON VIRGINICUS - BROOM —SEDGE
CAREX STRICTA - TUSSOCK SEDGE
CAREX COMOSA - BOTTLE BRUSH SEDGE
IRIS VIRGINICA - BLUE FLAG IRIS
RUDBECKIA HIRTI - BLACK-EYED SI JgAN
JUNCUS EFFUSUS - SOFT RUSH
PANICUM VIRGATUM - SWITCH GRASS
GC-2
GC-3
GC-4
GG5
GC 6
GG 7
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0.38 AC
`- CANAL EXISTING BULKHEAD
TOP•OF WALL .3.30
EXISTING VARIABLE GRADE
V TO MBL
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GRADE = 8.o'
PROPOSED 2' TO V HIGH STONE WALL
BOTTOM = AT EXISTING GRADE
TOP = 6.0't
RIPARIAN BUFFER RESTORATION
OLDE TOWNE LANDING
CITY OF NEW BERN
DATE:1-04-08
JACK DAFT, RLA - PH: 252,633.5603
I
PRELIMINARY PLAT OF
OLDE TOWNE LANDING
A PLANNED UNIT DEVELOPMENT
NEW BERM, N.C.
No. 8 Township Craven County
Scale: V= 50' Date of Survey: June 29, 2007
Date of Plat: March 11, 2008
Surveyed K. Drawn By:
Edward B. Latham, P.E., P.L.S. Lie. No. 3610, L-1661
Edward B. Latham, P.A.
3412 Windsor Drive o
New Bern, N.C. 28562 [phone]

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ro-nAw
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�s MIDDLE A"VERTICALWIRESSHALL BE
mz TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
WIRE -�� FILTER FABRIC -
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NOTES
USE WIRE A MINIMUM OF 32"
FILTER FABRIC
Q (0
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
COMPACTED FILL---
G OC
SPACING.
USE FILTER FABRIC A MINIMUM
pQC
OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRE AS
6
DIRECTED BY THE ENGINEER.
I�
Z
PROVIDE 5' 0" STEEL POST OF THE
SELF -FASTENER ANGLE STEEL TYPE.
Lu
ANGLE STEEL TYPE.
,.STEEL POST
- 2'-0" DEPTH
EXTENSION
OF FABRIC AND
WIRE INTO
TRENCH
SHEET
EARTH BERM Z
C3� � A A - DITCH SLOCK
O O
L� --EARTH BERM Q
'V - I DITCH BLOCK _ ,
Fy FUTURE E.O.P -----
H-1Z FUTURE E.O.P.--_._ -.. _..__ -.. _�.-..---._--_.
rOT9a - O�NZS2
SILT BASIN LOCATION- _ -.` SEDIKENT wninol siaNE = -CLASS B STONF a V ¢ 0 H
_ 1� - N��OJ
ZO
9j D H.:, >
--TEMP. SLOPE DRAIN ap
i
{ H .-TEYP. SLOPE GRAIN TEMP. EARTH SHOULDER BERM W
(n O TEMP. EARTH SHOULCER BERM / _ _ _ _ _
2 9 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - - - - - - - - - - - - - -
-CLASS "B" STORE FOR - C1A59 "B" STONE FOR
EROSION CONTROL o ,' EROSIW CONTROL
INLET PROTECTION .P:'—
INLET PROTECTION OPTION M2 L_
OPTION 81 �-A A
r'� DESIGN SILT BASIN VOLUME FOR 1800 CUBIC FEET OF SEDIMENT y
EARTH BERM L,�..v STORAGE PER DISTURBED ACRE.
C FUTURE PAVEMENT
DITCH BLOCK-\
ANCHOR STANES­A
LL W
\
TEMP. EARTH SHOULDER BE m
flI T TEMP. SHOULDER ��-ANCHOR STAKE Z
I� BERM OI TGH \ IZ EXTEND DRAIN AS REWIRED TO EARTH BERM DITCH SLOCR-
_ n O ---- - -COINCIDE WITH HEIGHT OF �. K=
i FUTURE E.O.P --
FINISHED EMBANKMENT Q Q'
0 ' `may \ _� TEMP. EARTH SHOULDER BERY \'�" O G
_ a - MIN: I �- 10' MAX. _ NOS� r C' NATURAL GROUND LINE I-ELBOM B1Li �9AN LpDATioM� r-FILL CC
CC t•!I a'
'9 EARTH BERY DITCH SLOCN--, -TEMPORARY SLOPE DRAIN LOEB MYYYYEE
MATERIAL O
m C; TEMP. SHOULDER BERM DITCH-' IL µCHOP STAKE TEYP BNOU Z f. y
III�r5' MIN. DITCH Q
C T STAGE BUILWP OF FILL-� I--ELBOY r �-
Noo
> NOTE: TOE OF FILL70E \ y Q
h'1 �.' ANCHOR STAKES 30" LONG
_ 47 AIR) SET MINIMUM 12" DEEP. _ \ \ FILL J W
CLASS "B" STONE ON SILT J SHOULDER \ O Q
m 'R BASIN TYPE B. SEE NOTES. POINT z I„I
3 TEMPORARY SLOPE DRAIN \�.u,+' LU 7
SECTION A -A TEMP. EARTH SHOULDERBERM
J Y
y NOTES:
1. OPEN ENO PIPE WITH MINIMUM SETBACK AHO PROPER COMPACTION IS AN ACCEPTABLE INLET TREATMENTDM�RIC VIEW
FOR STALE' CONSTRUCTION OHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
2. DES ON IXLET PROTECTION OFT
ION R2 FOR 1800 CUBIC FOOT OF SEDIYEHT STORAGE PER
DISTURBED ACHE.
3. DESIGN SILT BASINS WITH A 2:1 LEWIN TO WIDTH RATIO MINIMUM.
RI­
4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS SUBJECT TO STOIIPREVE
SILT BASINS .0/OR OTHER EROSION CONTROL DEVICES WAY ALSO BE GTILI2E0 TO PREVENT BCIXNi SHEET 1 OF 1
EET -� OF AT CUTLET LOCATIONS. n
5. USE WKI, SLOPE DRAIN SPACING OF 200 FT. 1622.01
1622_UI
EROSION CONTROL SPECIFICATIONS
OLDE TOWNE LANDING
ki
Temporary Seeding:
Temporary ground cover shall be provided on any un-vegetated area after 21 days of grading
inactivity and on any incomplete phase of grading that is 21 days old.
The following kinds of seed and fertilizer and the rates of application are as follows:
Summer Months: Winter Months:
-10-20-20 Fertilizer at 400 pounds per acre-10-20-20 Fertilizer at 400 pounds per acre
-Sweet Sudan Grass, German Millet -Rye Grain at 50 pounds per acre
or Browntop Millet at 50 pounds per acre -Hydroseeder Application of Cellulose Mulch
-Hydroseeder Application of Cellulose Mulch
The owner or his engineer shall determine the exact dates for using each kind of seed.
Hydroseeders are allowed to apply fertilizer, seed and cellulose mulch.
Centipede Sod:
Centipede sod shall be placed on all finished grades and slopes within 15 days after completion.
lime and fertilizer shall be placed and mixed into the soil at rates determined by soil tests before
sod placement. Sod may only be placed during the period between April 1 and October 1 unless
otherwise allowed by the owner or his engineer. If sod is not allowed outside these limits, then
temporary seeding shall be performed as outlined above, and then Centipede Sod shall be placed
when allowed by the owner or his engineer. All sod shall be watered until established or until
directed to suspend same by the owner or his engineer.
Fertilizer Tgpdressing:
10-20-20 Fertilizer topdressing shall be applied as directed by the owner or his engineer at the
rate of 500 pounds per acre. Rates may be adjusted as long as the 1-2-2 ratio is maintained and
the application rates are adjusted accordingly to provide the same amount of plant food.
Hydroseeder application of fertilizer will be allowed as long as the above rate is waintained.
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01) Dec 0 /tpU 00
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