20230396 Ver 2_Design/Maps/Site Plans Revised_20231023

1,Q 4 etiyLti° ( J
�-Cn � r BLUEWATER COVE �� p�� AQ$ ` ,
Jy eST FIRETOWER RD. M.6.29, PG.706 1 �' \
M.B.�C�PG.23 ��'� ��r18\ 017 ' l�-� , � �P�J 'N 07'3fi863' .\ti
���. °� Raymond s Gut I
m c, •� 1 \ )(20 1 � J t�LUEw R cavE r -
. - r rr''77 `
9�{y� - t•r�: F`� COMMON AREA & ! C� J + ! J ' N 78'47'58"E - M.8.3g �� 705 �- � \
I J 0' 23 4 J
.. • ~'` r■-S�. WATER ACCESS J 48.00' J J
�1s.9a' - ,`� F Sao ❑�'�--`- 1 .� J r--
EE 9 �
WHIRfVE�Al4 `��i'I.� m NOT TO SCALE 1.36'5$"E :�� „a
Vicinity �� TRAVERSE REF �� MARSH WATER LINE - I �,_-�/�• ,•'�9 �y� ` fy 29.47�58���� -r• �•r.� . S 49�27'02"E~\ , r�G
_ HIGH LAND V r _ �� ~N�� r .`r •� ' ` �� + 1 113)
10 ( \ i l l
•. �.1..' ~�r +MAR~r & WA -�• � �"9 S8"EJl J ' l I
1 ISLAND S� N 6$'47 58" , 5
•'r' f R� MARSH •,"_ _ r 'L. ♦ � s 9$ �-
,:-�.// as / . MA SH & I AN[7 - . . . �. _ _ _ _ �. 1 17.D0' �„ 160.7( l ~ '3� 1 l"E N 43.07� 5s" E ❑ \
TtA� C; � 58.E►r L .:i �' • 1 _.. LIlVL •1•- _ „_ -� (• ISLAND +.�.• �' .•+, _- 0� 1 Z�"� s8' ` .07:t o}
N. �•'�+ k _ _ _ 1 -_ =;- �. - ' 6' g a0 404 WE sc ,,., _ Qd ::::_ N 4 2'58"E 33 NAl
7 6. 00
_+..+- y �, ♦ r ti F� 12.74 x - 404 �ET ND - -
- - �' •� _ r• a POND r• �: '� F x. 5 \\ h'•-r •r-�'f r % �• •' ti y/• •;p 1 _ •�• /.. Vr,. + a., AREA ,r - ►"• I �� ��. ��, _ _ •lu ��•'' •\.x;r A .�
•� - %6. •, .o .x\ I •� l 1 \ " %• •r 1 �G' 's<+ I �� • ' i8 17
' '�. �' '. �• - 1�A725H & 'LI
' \ .. ' , -.. ► " r 1 1, ■3 ` �' 3� 8UF •� . , . A •j 1 / l 52 5� y , to ' 20
1 \\
.. \ ... .15, AEC I , , D. r•�'� ..r . .. '.�. FER ] 54 53^ F \ IX►INaC 50 so oXa�X.¢E
■� • �, \� 66 67 66 + , •,``` `. - , �. .,�' 1 1 " • I �55 i ` -
65 VIP• \ 1 �n
IbI
■ �G .. , 63 Jr v�/
64
62 '♦ �' •`.', .�„� �� : ti SAG HARBOR CIRLCE
Q' \ �• I _f _ -�• _ ---- - - - -}-- - - - - ----- - - -- ,
15
- 1 - 57
/�ti 5� ♦ .\` _ _. i �-
/� �� fi 1 TS _ E+LSE+1EH ERSEI�4XXT � , , \ ,`f /• 1 '0 oo SILVER CREEK
■��y I I 13 ? _ - 21 l �PHASE IV, SECTION I
■ �+ 1 / 1- _ r t 47 48 49 ¢ r �+ \ M_8.24, P0.1 28
ORNAMENTAL f 14 l
v �� ■' ■ �• 21� 1 70 .� ` _ �' I i _ \\ - POND
0.- -� - 1 I
73 ~ I ❑ 22 j �E+1
�; , 7fi ,� 33
E fSEYEH7 �\ \
} 1 -- - -- 45 W. �� � _ � � ry
�fyr ■■ �� '' ■ 1 •7y T , E,�55EAEiN7XFGE , O �m ., ;• .,,/. Y� /. ... i 12 �\ � V J
�' �=�- _- - , ef• 34 �• _
32 I \
? r�
44
r �� p` 'MARel .. ` ORNAMENTAL .� [n 3. 3fF.' ���-
�■ (1�24. ' 1/-'�1 84 \ POND P r i 0e J� sou r_ 31 �+ , 'pj y
I
12.82'Tfl NI�wL . °`�� r1.. u� �.• 24 .s 10 4
1'w 337.s8. � 43 Alf �'. l
" % \ i J 404 WETLANDS 1 w 1 9
ra 1 a
` , j� �.u. 9� a SEPTIC AREA
SITE DATA 25 \
BONNIE T. HAMBY & " 86 83 f q2 a..� 30 I \
Y JEFFREY W. TRLICKNER `,lye;
TOTAL TRACT AREA 81.052 AC (3,530,622.56 SF) FIB, 1001, PG.273 - 7 l 82 ,� 26 3 I
TRACT ABOVE NORMAL HIGH WATER - 76.097 AC (3.314.771.00 SF) S ! g7 �i- S1 M jz j \ , I 8
.ic.�9e.::e �.t w
COASTAL MARSH ABOVE NHW - 1.207 AC (52.579.05 SF) ��f 80 ± - 1
I
TOTAL SW PROJECT AREA = 74.89 AC (3.262. 191 .95 SF) �• es 79 27 1 1
S � 41 � ,,' � _ , I 7 N 41'21'56"E 200.00'
F'a 40 39 i ';.
NUMBER OF SINGLE FAMILY LOTS = 118 LOTS d6w� 89 38 �! I 1 w
NUMBER OF TOWNHOUSES = 35 UNITS LOT BUA �� 37 35 i 28 } ` g
f rn
( INCLUDES BUNGALOWS) 90 _ 36 I I 6 1n 1 4 s~i p
TOTAL RESIDENTIAL UNITS
= 153 UNITS
NUMBER OF BOAT SLIPS
= 29 SLIPS (OPEN
WATER)
STORMWATER
& CAMA
DATA
TOTAL TRACT AREA = 81,052 AC
(3,530.622.56 SF)
TRACT ABOVE NORMAL HIGH WATER
= 75.097 AC (3.314.771.00
SF)
COASTAL MARSH ABOVE NHW = 1.207 AC (52.579.05 SF)
TOTAL SW PROJECT AREA = 74.89
AC (3.262.191.95
SF)
AREA 1N 75' AEC = 237,070 SF
30% ALLOWABLE BUA = 71.121 SF
PROPOSED BUA INITIAL DEVELOPMENT
= 3,459
SF
75'AEC MAX PROPOSED BUA FOR LOTS 50-68 = 41-833
SF
75'AEC TOTAL PROPOSED BUR
= 45,292
SF
75'AEC % PROPOSED BUA
= 19.1%
EX. BUILT UPON AREA = 332,600
SF
LOW DENSITY PROJECT AREA = 2.929-591.95
SF
12% BUILT UPON AREA = 351,551
SF
TOTAL ALLOWABLE BUA = 684,151
SF
RECEIVING STREAM = HAMPTON BAY
CLASS = SA;HOW
STREAM INDEX = 20-27
PROPOSED BUILT UPON AREAS [BUA]
STREETS/PARKING LOTS
= 248.014 SF
SIDEWALKS
= 2.160 SF
TOWNHOMES
SOUTHSIDE SOUTH HAMPTON RD
DRIVEWAYS
= 5.000 SF
UNITS (12 @ 1,075 SF)
= 12.900 SF
NORTHSIDE SOUTH HAMPTON RD
DRIVEWAYS
- 3.400 SF
UNITS (8 @ 1.075 SF)
- 8,600 SF
VILLAGE TOWNES LOOP
DRIVEWAYS
= 3,400 SF
UNITS (8 @ 1.075 SF)
= 8.600 SF
SUBTOTAL TOWNHOMES
= 41.900 SF
POTENTIAL AMENITIES
= 43.204 SF
RESIDENTIAL LOT SUA = 341.800 SF
0 29 I I \ \ + 1 CG/C]
' �. SE[yRIrT �a<rESm
91
S t 93 1 1-_-fir MONTAUK DA
+,.C1� g� 95 - a 1 m _ _ - 1 ,24 D.5 W•�_
`
r
WALNUT PLACE EYTENSION l
M.B.31, PG. S94 528 p� 81.72'�� - -�_ _ - - l R �'a 15 •O7r 4:`r + 1 \' i ,�
EX 10' DRAIN GE EASEMENT S,:43.48'54"w r _ �0� 4' S 51 T 7'32.,w T04.22' R i 0
5
R14' ft �1Q•�� g� 5 1$ ' 1 w ' let c~n
' N.C. GRID COORDINATES i ,'b� S 42'34'03"yy E%. ,:.�P;'31'27'W O w
N= 360,765.71 FEET �h'� JX SM 9 �'y I
J (21 J ' 20 E= 2,570,371.46 FEET 22 LP
I % SILVER CREEK PHASE V & VI ASSOCIATION, INC, � . �� �yy. W
rn
q o,,
SILVER CREEK PLANTATIOND.B.605, PG.287 N 88'07' 16"W 1 ti G' I
_Iz } ti
PHASE IV, ONjj _. _
SECTION 1I � ' � � c�4 47.7fi'
M'B.25, PG,36 J '` o SILVER CREEK PHASE N 30.27'31 "E ! En I
1 0 19"E 445.16' i 54.98' N 1 O.`A ti
ry N 35'06' A, �- V & VI ASSOCIATION, INC.;: t I
POTENTIAL AMENITY LEGEND 1� `:����� �� b) D.B.606, PG.287 3,� 4 - xalc \ E�
5a I 112 x s LA
113
I - - - - - 7-i-r- I 49.10'
N 57'05'28"W fi ' �e. .�� 2. ,�, ?;1. ar.,.
7. let
Q \ -� , ✓ / % , ` / / ./ ,� f 1 14 ' 404 ...WETLANDS 4z lopr�, 1
I 111�_
31'0833 _ 110 p '
a, \�
f 109 y N.C. GRID COORDINATE
\� N= 36 1,955.54 FEE
r17
❑ f - _ 115 �9J 0� \ E= 2,571,577.66 FE
l 116 1�� 107 J J
C ` ` 117
�r;o (16
m f l l�{�y 118 r� is o)
FUTURE MISCELLANEOUS = 7.073 SFa Q q T _ �� �' `Ot, 105
TOTAL BUA = 684. 151 SF FF
:-► - - ,- ti ] _^ �-
r • .. ���� --�_ �_ :a� a-d-, �.�-�-- �oa,• r
104
(D 103 ,
r#{,•a��,°�'
�REVISIONS: 112\� i°�`4No. BY DATE
. Gr9!6N TES l23
\ 2 GYT 10117123
1. BOUNDARY. "' r'�~~ _.� �- �. •• � � � - ? 1$ ;,
WETLANDS AND TOPOGRAPHIC FEATURES TAKEN FROM PRELIMINARY SURVEY PREPARED BY JOHN A. ODOM OF"�• r �. 6 3 GYT 012312
PRESTIGE LAND SURVEYING. TITLED BOUNDARY 8 TOPOGRAPHIC SURVEY FOR DIRT TO DREAMS. LLC. DATED 10/25/2021. ��-"'' 1 �-:-�' t.i 4�100
NORMAL HIGH WATER LINE CALLS BETWEEN "A" AND "B" NOT SHOWN FOR CLARITY ON THESE PLANS BUT HAS BEEN SURVEYED. •s ❑ , 4
2. WETLANDS LINE FLAGGED BY GENE YOUNG OF APPLIED RESOURCE MANAGEMENT AND VERIFIED BY THOMAS CHARLES OF USACOE. 'r• I r� pb` .a. ...
3. FLOOD ZONES ON SITE ARE ZONE AE (8) AND ZONE X . PER FIRM PANEL 372536600J . 7-16-2003. I (1 �] 4 l ❑ ,
4. TOTAL AREA TO NORMAL HIGH WATER LINE= 76.253 ACRES, TOTAL AREA TO TRAVERSE REFERENCE LINE= 61.053 ACRES ■ I "� ems•" '"E"� ��` = '`` lii S
LOT #
BUA SF
LOT #
BUA SF
LOT #
HUA SF
1
2200
41
2700
81
2700
2
2200
42
2700
82
2700
3
2200
43
2700
83
2700
4
2200
44
2700
84
2700
5
2200
45
2700
85
2700
6
2700
46
2700
86
2700
7
2200
47
2700
87
2700
8
2200
48
3000
88
2700
9
2200
49
3000
89
2700
10
2200
50
4450
90
2700
11
2200
51
4450
91
2700
12
2200
52
4450
92
2700
13
2200
53
4450
93
R700
14
2700
54
4450
94
2700
15
2700
55
3500
95
2700
16
4150
56
4450
96
2700
17
2700
57
4450
97
2200
18
2700
58
4450
98
2200
19
2700
59
4450
99
2200
20
2700
60
4450
100
2700
21
2700
61
3350
101
2700
22
2700
62
4450
102
2700
23
2700
63
4450
103
2700
24
2700
64
4450
104
2700
25
2700
65
4450
105
4150
26
2700
66
4450
106
2700
27
2700
67
4450
107
2700
28
2700
68
4450
108
2700
29
2700
69
2700
109
2700
30
2700
70
2700
110
2700
31
2700
71
2700
111
2700
32
2700
72
2700
112
2700
33
2700
73
2700
113
2200
34
2700
74
2700
114
2200
35
2200
75
2700
115
2200
36
2200
76
2700
116
2200
37
2700
77
2700
117
2200
38
2700
78
2700
1i8
2200
39
2700
79
2700
40
2700
80
2700
POTENTIAL AMENITY
BUA (SF)
1
MAIL K1DSK
505
2
GATE ENTRY/EXIT
200
3
PICKLEBALL COURTS
5400
4
UNISEX RESTROOM/STORAGE
150
5
TENNIS COURT
7200
6
PERVIOUS WALKING TRAILS I#57 STONE/FABRIC
(47812)
7
BOAT/TRAILER STORAGE (#57 STONE/FABRIC)
(61743)
8
DOG RUN
0
9
BOCCI BALL
2500
10
SANDY BEACH
0
GAZEBO/MARSH WALK DOCK
0
11
BOAT RAMP/KAYAK LAUNCH
2150
12
BOAT LIFT SLIPS/PIER
0
13
BEACH VOLLEYBALL
0
14
PUTTING GREEN
0
15
SHUFFLEBOARD
520
16
CLUBHOUSE/POOL FACILITY
13000
17
BUNGALOWS INCLUDING PARKING
10000
18
DOG WASH/DOG PARK
168
19
GAZEBO
144
20
Fann TRUCK PARKING PAD
1267
DESCRIPTION
REV (116 LOTS)
f REV (118 LOTS)
INCLUDING MARSH AND WETLANDS. ( ALL AREAS BY COORDINATE COMPUTATION). ��` SHEET C2 J` x � I+I; , COMPOSITE SITE PLAN (PRELIMINARY ._. PLAN)
Jeslr_ -e._ deS 1 _ -/[ It --I- _31 _L. _ �J. U 1c �k i�._� sJ, 76k-1• -,WETLAND
t. _L-. �i1k -4, al�aSc A - �4._c �6 r k 4 4" .'� -6- ti-. AA if sk3k � s� aim
r � BLOCK RETAININ _ - s, r �
LEGEND - - - I WALL 0 _ LIN ` � > . , , .
X :ies4 vi•x. L• _rsv� 1i,• ss:�s• w d-� sV jc-r� �r 'W* 1t ak Lo Die -its -1 - y . •]� ab ,' i +. �?
AC - ACRE LF - LINEAR FEET EXISTING CONTOUR gI �'� � x t u 404 WETLANi]5
AEC - AREA OF MAX - MAXIMUM-7-
PROPOSED -T•• ,,: �x � 3kw ,a ::R* � OA* ter. sl. � sley ire .- f
C❑NTOUR ON THE W H 17 E o A.K.
ENVIRONMENTAL CONCERN MBL - MINIMUM BUILDING LIME g ��k ,k k e _k _:..� ,k ,�,, ,E ae,k ,� y,
BUA - BUILT UPON AREA MH - MANHOLE -LD- LAND ❑ I5TUR6ANCE LIMITS
f t. , �,\
CF - CUBIC FEET MIN - MINIMUM ., •�'k+� I �j F2EFIIVED LIVING. COASTAL LIFE.
-SF- SILT FENCE Jl
CL - CENTERLINE N/F - NOW OR FORMERLY .ti 19 s `' z' '` =` �''„ �, WHITE OAK TWSP. , CARTERET COUNTY, NORTH CAROL I NA
❑W - DRIVEWAY NHW - NORMAL HIGH WATER ® DRAINAGE EASEMENTS i \ s x,:. .• E- ,^I:1' h,gy
EL - ELEVATION NTS - NOT TO SCALE ® :f Ii�'" I Ki \ CL I ENT' D I RT2DREAMS � LLC DRAWN:
EIR - EX. IRON ROD ❑. C. - ON CENTER WETLANDS SHEET C4
EOP - EDGE OF PAVEMENT R _ RADIUS Q PROPOSED 57 STONE
N.C. GRID COORDINATES �' ; , ,i%/% � /11.:E?�:.DRAINAGE ' 1rA5E ENT.'.• S . , 7'32'05�'�� . • -�. �5 ��� �i �_ �' � ' -� GYT / R D C
ADDRESS: PO 80X 782 CHECKED:
EX EXISTING RCP REINFORCED CONCRETE PIPE � �FMT- 634.53' �� ` ,�-�.� 13E� �� l° p% ` SWANS80R❑. NC 28584
i \ I I1 �y❑❑ 1 PHONE: f 91 9 7 895-3901
FE - FINISHED ELEVATION R/W - RIGHT-OF-WAY `` r7 123%��rr��rr77 r'7-{ �y� �3 _ APPROVED'
FT - FEET SH - SHE£ {{ ��2y � GGI I 12 11 � ��V � Zt �
INV - INVERT SIR - SET IRON ROD p
HOW - HIGH QUALITY WATER TYP - TYPICAL % ll D THE CULLI P]HER GROUP P.A. R DC
SILVER CREEK PLANT4T * 'NEE V G SERVICES
KEY PLAN
1 Q 5fl 1DO 240 f j PHA�E II ,,p CUL�1p�\ __ENGINEERING SUR EYIN S R S DATE 15/2/2023
Plf- _ MOREHEAD CITY, N.C. 28557
SHEET C1 I M,a.22, Pc.�9 �� ,�■ � >.S�A HIGHWAY 24
PROJECT 2934�001 SCALE . - ❑0 - J� �i� 13 [phone] LICENSE NO. C-4482 SCALE
DESIGN FILE. 2934�-001/2934-001 AMPHITHEATER CONSTRUCTION.dgn - SCALE: 1 " = 1 00' RONALD D. CUIILIPHER, P.E.1 " = 1001

+-3.A6'
+-2.24 +_z.zB'
+_2.A9'
+-3.37' +_3,04
90'
+-2.99
.-2.93,
NHWL
+-2.iy
21'
L 404\,WE T LA
B' +_2.3' WHITE OAK RIVER WIDTHWATERWA9;�g5
APPROXIMATELY 3 U 5 0' ❑F-t -GASRTALEMARSH +D•21 I t
+_2.374 LANDWARD EXTENT
OF COASTAL MARSH 1 '
+w0.834 0 p9' +-0.47' .O.D6' uki
+_q.8fi
51' +-a.55'
«-2.a1' , +_t.0.a' +-1.21' +­o.t3'
+_2.88' 73' +-2.62' 42' B3`
' +-2. +-2, 17' +-1• +a.D7'
By' G 4 36 24 6
-p.07'+0.q9
BOAT LIFT TYP. -�
ED
cs7
+-2.67
,95'
+-2.94'
93,
-7.95' Q
0 s
n j
� N
+-2.93' _
n �
+max-a7'
t 2. gi 52, +-2.46
r_2.E8
,-z,95'
+-2, 94
DEPTH AT LOW WATER -3.0 T-
SHEET # CAMA 1
PROJECT #: PM2934'--001
DESIGN FILE #:PM2934'-001 Amphitheater CAMA Sheets.dgn
14
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+-2.98
+-D.32•
r_0.45,
59• +-a.63' +-0.51'
41'
+-6.36
+-0.q13'
+ U 11S'
NOTE: SPOT ELEVATIONS AND CONTOURS 40.0
SHOWN ARE DEPTHS AT NORMAL LOW WATER.
m fly* o1�
H YDROGPH AC I C SURVEYING WAS PROVIDED nCD --i ���
U0
0
.—, Kim �iQ
BY LAN I ER SURVEYING COMPANY, BRENT z�m;� min
z
LAN IER, P.L. S 9/29/1 �1n N�
ire i
on i x
❑ Im �x ITn
Ix
m
z
A
EV 5.0
ELEV 2.0
EPT
A
HIGH
AT
R
,0
/-
1
IE PT
A-;
L
W
TE
0.
D
PTFl
AT
L❑
W
TER
-2
0
TLANOS
6'
DOCk OVER M4ASH
3'
BOTj7OM CLEARANCE
JOWAR EXTENT!!
COASA MARSfd
rr�,c
a`U+CM
i �j
m
+9.4
r
I r4.5A
404
�ETLANDS
'-6ANOWARO
�� • EXTENT
��,. O��OASTAL MARS
SIN, r
v-
t,
WA EXTENT
OF COASTAL.
5: a- U I
- i I v-
f
l _ L.
t. V I
V,
NAVD88
�N CAq
SEAL
= 13343
=moo - �NcrN�E2---•��
�I0110
�Mr_G1fl RT��i N.C. GDATUM 201 ��
REVISI❑NS:

• -�.` ..
W�•�
.�' NHW'
6' WALKWAY Aa'zA .•� LANDWARD EXTENT . WATERWARD TENT o w
--� OF � MARSH OF MARSH a z
z
o d
C N: /
GAZEBO 1 6' x1 6' i .,� 5° 1 7' 58 "E' 240.00' _______,- ..-- -- r�=f'---_____________________________..______-______-___________
W/ 1 ' ROOF OVERHANG cp- ---------------------- --- -..__- �- - �. --- _______
LINE -----
324 SF UNDER ROOF �� +- •1 TRAVERSE REFERENCE �` "--_---- ______
SEE B2 ATERWARD EXTENT ► _________
OF MARSH `� IV J MARSH NHW
`I
NHW .��►► .�•� 1-- 6 ' WALKWAY
f
- ..J �� ��- MARSH" SEE KAYAK LAUNCHING
LANDWARD E TF\NT '� r PAD DETAIL A2 1q• 0Q NHW/WATERWARD EXTENT
OF ARV I '?, r i B• Dp 14.0OF MARSH
•u �•� `. WATERWARD EXTENT BR
+
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FLOATING DOCK OF MARSH '► •� j� � r ------._._.--
NORMAL HIGH WATER ALL
3'+I- PILE GUIDE 2 ► v �� ► ,
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6" ABOVE NORMAL HIGH WATER
EXISTING SUBSTRATE —
CANTILEVERED VINYL BREAKWATER,
SIZE AND EMBEDMENT DEPTH BY
STRUCTURAL ENGINEER
BOAT RAMP GROIN DETAIL
SCALE: NOT TO SCALE
SHEET # CAMA 2
PROJECT #: PM2934'--001
DESIGN FILE #:PM2934�-001 Amphitheater CAMA Sheets.dgn
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A' DREDGING PLAN VIEW NOTE: INITIAL SPOILS DISPOSAL AREA
50 25 0 50 100 LOCATED AT 7-- BOAT TRAILER STORAGE
qy,I SEE SITE KEY. SPOILS SHALL BE LANDWARD
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RAYM❑NDS GUT
TYPICAL DREDGE
CROSS-SECTION
HORIZONTAL SCALE: 1 11=1 0'
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SHEET # GAMA 3
PROJECT #: PM2934'--001
DESIGN FILE #:PM2934'--001 Amphitheater LAMA Sheets.dgn
Q
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VERTICAL SCALE: 1 "= 51
HORIZONTAL SCALE: 1 11= 50'
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