41-08 OVERSIZE PLANS

"PROJECT No. A31703,01
2/14/2008 2:29:40 PM

SURVEY LEGEND
♦ EPK EXISTING PK NAIL
O EIP EXISTING IRON PIPE
O SIP SET IRON PIPE
O NPS NO POINT SET
NTS NOT TO SCALE
R/W RIGHT OF WAY
EOP EDGE OF PAVEMENT
MBL MINIMUM BUILDING LINE
DUE DRAINAGE/UTILITY EASEMENT
y MARSH
AEC AREA OF ENVIRONMENTAL CONCERN
"THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
DETERMINED BY THE UNDERSIGNED ON THIS DATE. UNLESS THERE IS A CHANGE
IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERMINATION OF SECTION
404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE
YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL."
REGULATORY OFFICIAL
TITLE
DATE
USACE ACTION ID
THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA (ZONE X,
ZONE AE) FER FIRM MAP 3720666000J
EFFECTIVE MAY 13, 2003.
-.7•---1 ZONE 1:
i 30' RIPARIAN
L J BUFFER
ZONE 2: \ _
N Ep:;i;i r:i;i 20' RIPARIAN -
�''' BUFFER
00
i
1
o 101
S� MARIE�TTA WOOTEN
o ! - i - _ 1369/899
DEBRA ;�LJL
1 369/895
1 I
1 I
1 I
WADE SMITH
1429/368
A31703.00 - BEAUFORT BLUFFS, LLC - BEAUFORT BLUFFS SUBDIVISION - BEAUFORT COUNTY
S:\Library\2007\A31703 - BlIbro, Robert\Prawings\A31703 - Base.dwg, C101,
2/14/2008 2:29:58 PM
LINE DATA TABLE
LINE No. I DIRECTION I DISTANCE
1
S06'56'26"E
45.77
2
S10'00'29"E
6.22
3
N17*5822"W
26.41
4
N32'20'00"W
49.00
5
N34'18'38"W
30.51
6
N80'47'40"W
78.18
7
S85'53'37"W
99.20
8
S83'19'49"W
171.67
9
N78'00'55"W
83.71
10
S78'55'52"W
139.72
11
S60'30'36"W
103.23
12
S07'17'41"E
49.46
13
S32' 1 SO "E
59.96
14
S02'40'00"W
84.53
15
N06'54'09"W
31.32
16
S86'25'34"W
42.44
17
S01'41'24"E
21.87
18
S87'56'48"W
26.49
19
S88'01'O7"W
154.06
20
S87*19'09"W
5.31
21
S84'56'16"W
134.30
22
S83'05'51 "W
23.22
23
S78'55'52"W
22.52
24
S83' 19'49"W
28.46
25
S83'19'49"W
38.52
26
S58'06'00"E
9.95
27
SO6'52'29"E
77.01
WETLANDS DELINIATION
WETLAND
No. I DIRECTION
DISTANCE
1
N04'24'05"W
199.03
2
S63'46'30"E
3.38
3
S01'29'00"E
25,38
4
S07'35'31 "E
32.47
5
S05'45'31 "E
29.28
6
S05' 15' 1 1 "E
23.38
7
S22'23'06"E
12.64
8
S15'43'09"W
15.58
9
N56'24'40"E
7.48
10
S09'22'18"E
11.17
11
S12'58'56"W
13.55
COPYRIGHT © 2008
NOTES:
1. TOTAL AREA OF TRACT: 36.021 AC. (1,569,075 SF)
ACREAGE IN EACH LAND USAGE: RESIDENTIAL 36.021 AC.
AVERAGE LOT SIZE: .833 AC.
TOTAL NUMBER OF LOTS: 38
LINEAL FEET IN STREETS: 2,776 LF
2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
WOOD DUCK LAND SURVEYING, INC.
BRYANT E. HARDISON, JR., PLS L-2887
42 SOUTH TEACH'S POINT
BATH, NC 27808
3. DATE OF SURVEY: MARCH, 1 2007
4. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY SURVEYED
AT THIS TIME. UPON PRELIMINARY APPROVAL, IRON
PIPES WILL BE SE" AT ALL LOT CORNERS.
5. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL BE
REQUESTED UPON PRELIMINARY PLAT APPROVAL.
6. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO NCDOT
UPON PRELIMINARY PLAT APPROVAL.
7. SEDIMENTATION AND EROSION CONTROL PLAN IS
SUBMITTED, TO NCDENR - LAND QUALITY.
8. STORMWATER MANAGEMENT PLAN IS SUBMITTED TO
NCDENR - DWQ
9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL BE
SUBMITTED TO BEAUFORT COUNTY HEALTH DEPARTMENT
UPON PRELIMINARY PLAT APPROVAL. SEPTIC SYSTEM
SHALL BE SAND -LINED TRENCH SYSTEMS.
10. SOILS INFORMATION PROVIDED BY:
SOIL & ENVIRONMENTAL CONSULTANTS
WALTER COLE, LICENSED SOIL CONSULTANT
11010 RAVEN RIDGE RD
RALEIGH, NC 27614
11. OWNER:
BEAUFORT BLUFFS, LLC
DR. ROBERT BILBRO
3206 SUSSEX RD
RALEIGH, NC 27614
12. PROPERTY DESCRIPTION:
GANS - 36.021 ACRES
DEED BOOK 1582, PAGE 880
& DEED BOOK 1577, PAGE 738
13. PROPOSED WATER SHALL BE SUPPLIED BY THE COUNTY
OF BEAUFORT. PROPOSED FILL HYDRANT ASSEMBLY
SHALL BE LOCATED A MAXIMUM DISTANCE OF 500' FROM
THE EXISTING WATER LINE AT NC HIGHWAY 92. SEE
SHEET C-103 & C-104 FOR LOCATION OF PROPOSED
WATER LINES AND HYDRANTS.
14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED AND
APPROVED ON INDIVIDUAL LOT BASIS.
16, A 20' DRAINAGE EASEMENT SHALL LIE INSIDE OF ALL
EXTERIOR BOUNDARY LINES.
17. ALL INTERIOR LOT LINES SHALL HAVE A 20' DRAINAGE
EASEMENT, 10' EACH SIDE OF ALL LINES.
18. PROPOSED ROAD SHALL HAVE A 35' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE.
19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000 FEET
OF THIS PROPERTY.
20. ALL DRIVEWAY CULVERTS SHALL BE 30" RCP.
GRAPHIC SCALE: 1 " = 100'
0 50 100 200 300
REVISIONS
NO.
DATE
DESCRIPTION
1
02/07/08
REV. PER LAND QUALITY
2
02/13/08
PER DWQ /'CAMA
PROJECT MANAGER:
PROJECT ENGINEER:
GSM
PAH
DRAWN BY:
CHECKED BY:
APB
GSM
DATE:
RY 30, 2008
N
.°° �.
SEAL
r'
17069
t''VG.I.N.��c,, o
`'�• S Ma coo
IfG�
acCONNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P. 0. BOX 129
MORRISVILLE, NORTH CAROLINA 27560 z
TEL: [phone] FAX: [phone]
BEAUFORT BLUFFS, LLC °
m
I
BEAUFORT BLUFFS 0
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SUBDIVISION
fN
LL
i
m
0
BEAUFORT COUNTY, NC m
i
J
J
Im
EXISTING SITE
J
CONDITIONS Ii
0
m
PROJECT NUMBER
I
DRAWING
7NUMBERCA3170®0 C-M
0
M
Q

1.5" SURFACE
COURSE
35' 6' 9' W
QUIRED 1" FT.
COMPACTED \-8" AGGREGATE
SUBGRADE7 BASE COURSE
2" SURFACE COURSE:
SF 9.5A OR 9.5B
TYPICAL CUL-DE-SAC CROSS-SECTION
NTS
50'
1O'x7O' SIGHT
TRIANGLE z z
0 1
STOP I to
r �
EX. EDGE OF PAVEMENT
EX. R W
ROAD CONNECTION (STOP CONDITION)
NTS
50' R/W
VARIABLE 6' SHOULDER 8'
6' 20' 6' 9' PVT. WIDTH WIDTH
HOULDE 2" SURFACE SHOULDEF DITCH
COURSE
" " " +1"
1 1 " F•[, 1 4 FT 1 4 FT. 1 FI', 3 ' � � 1 4" FT. -1 4" FT•.
"
/-COMPACTED `-8" AGGREGATE
SUBGRADE7 BASE COURSE
1.5" SURFACE COURSE:
SF 9.5A OR 9.58
TYPICAL STREET CROSS-SECTION
NTS
-- - - --- ADJACENT BOUNDARY
BOUNDARY (PROPERTY)
BUILDING SETBACK
�---- CONTOURS - INDEX
- - - - - - - - CONTOURS - INTERMEDIATE
SURVEY LEGEND
♦ EPK EXISTING PK NAIL
OO EIP EXISTING IRON PIPE
O SIP SET IRON PIPE
O NIPS NO POINT SET
5'
V
DRIVEWAY TURNOUT GRADES
NTS
'�- 35' MIN.
I 3S.
CUL-DE-SAC O O
35' MIN.
TYPICAL CUL-DE-SAC
NTS
- • - • - - - . DRAIN FIELD (SEPTIC) AREA -
NTS NOT TO SCALE i
EASEMENTS (COMMUNITY)
- - - - - - - EASEMENTS (DRAINAGE) R/W RIGHT OF WAY
- - - - - - - - - - - - - EASEMENTS (DRAINAGE & UTILITY)
EOP EDGE OF PAVEMENT
LOT LINES
x PROPOSED FENCE MBL MINIMUM BUILDING LINE-
-- RIGHT OF WAY
DUE DRAINAGE/UTILITY EASEMENT
E UTILITY LINE
MARSH
AEC AREA OF ENVIRONMENTAL CONCERN -
GWENDOLYN VANZANT
/ 472/385 03E/216 /olo
6" SDR-21
WATER
_1EF�►.
�501
MARIETTA WOOTEN '
1369/899
DEBRA PAUL fi
1369/895
THIS PROPERTY IS LOCATED WITHIN A
SPECIAL FLOOD HAZARD AREA (ZONE X, / J
ZONE AE) PER FIRM MAP 3720666000J
EFFECTIVE MAY 13, 2003. _ \ �5- - / �/
I
\ i
10' x 70' -
SIGHT - ��
TRIANGLES / WATERR-21
dopWADE SMITH :
1429/368
. "
8 x 6 REDUCER (MJ)
SDR-9 WATER
`�? \ 48 LF PROPOSED
18' RCP
moo. 8' x 8" TAPPING Z:0
-0 `` SLEEVE &GATE VALVE J U:w
T ` �-•w
V)
10,9`�
` I
� l
EXISTING 8"
PVC WATER
A31703.00 - BEAUFORT BLUFFS, LLC - BEAUFORT BLUFFS SUBDIVISION - BEAUFORT COUNTY
S:\Library\2007\A31703 - Bilbro, Robert\Drawings\A31703 - Base.dwg, C103,
I'll 11- 'f. A.na OM
L
M r
I
4
.t I 6" GATE VALVE 8.4, :
I
0000 I 6' x 6" TEE
I �
I ,6"- -GATE- VALVE
I
_1-
O
I
i -
L-
r-" g
1
Z
' 6" GAT
&FILL
6" SDR-21 - - - -
WATER
� � a
I i �
I � i
10' PRIVA
OPEN SPA
BY HOME(
COPYRIGHT © 2008
OTES:
1. TOTAL AREA OF TRACT: 36.021 AC. (1,569,075 SF)
ACREAGE IN EACH LAND USAGE: RESIDENTIAL 36.021 AC.
AVERAGE LOT SIZE: .833 AC.
TOTAL NUMBER OF LOTS: 38
LINEAL FEET IN STREETS: 2,776 LF
2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
WOOD DUCK LAND SURVEYING, INC.
BRYANT E. HARDISON, JR., PLS L-2887
42 SOUTH TEACH'S POINT
BATH, NC 27808
3. DATE OF SURVEY: MARCH, 1 2007
4. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY SURVEYED
AT THIS TIME. UPON PRELIMINARY APPROVAL, IRON
PIPES WILL BE SET AT ALL LOT CORNERS.
5. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL BE
REQUESTED UPON PRELIMINARY PLAT APPROVAL.
6. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO NCDOT
UPON PRELIMINARY PLAT APPROVAL.
7. SEDIMENTATION AND EROSION CONTROL PLAN IS
SUBMITTED, TO NCDENR - LAND QUALITY.
8. STORMWATER MANAGEMENT PLAN IS SUBMITTED TO
NCDENR - DWQ
9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL BE
SUBMITTED TO BEAUFORT COUNTY HEALTH DEPARTMENT
UPON PRELIMINARY PLAT APPROVAL. SEPTIC SYSTEM
SHALL BE SAND -LINED TRENCH SYSTEMS.
10. SOILS INFORMATION PROVIDED BY -
SOIL & ENVIRONMENTAL CONSULTANTS
WALTER COLE, LICENSED SOIL CONSULTANT
11010 RAVEN RIDGE RD
RALEIGH, NC 27614
11. OWNER:
BEAUFORT BLUFFS, LLC
DR. ROBERT BILBRO
3206 SUSSEX RD
RALEIGH, NC 27614
12. PROPERTY DESCRIPTION:
GANS - 36.021 ACRES
DEED BOOK 1582, PAGE 880
& DEED BOOK 1577, PAGE 738
13. PROPOSED WATER SHALL BE SUPPLIED BY THE COUNTY
OF BEAUFORT. PROPOSED FILL HYDRANT ASSEMBLY
SHALL BE LOCATED A MAXIMUM DISTANCE OF 500' FROM
THE EXISTING WATER LINE AT NC HIGHWAY 92. SEE
SHEET C-103 & C-104 FOR LOCATION OF PROPOSED
WATER LINES AND HYDRANTS.
14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED AND
APPROVED ON INDIVIDUAL LOT BASIS.
16. A 20' DRAINAGE EASEMENT SHALL LIE INSIDE OF ALL
EXTERIOR BOUNDARY LINES.
17. ALL INTERIOR LOT LINES SHALL HAVE A 20' DRAINAGE
EASEMENT, 10' EACH SIDE OF ALL LINES.
18. PROPOSED ROAD SHALL HAVE A 35' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE.
19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000 FEET
OF THIS PROPERTY.
20. ALL DRIVEWAY CULVERTS SHALL BE 30" RCP.
GRAPHIC SCALE: 1" = 100'
0 50 100 200 300
REVISIONS
N0.
DATE
DESCRIPTION
1
02/07/08
REV. PER LAND QUALITY
2
02/13/08
PER DWQ / CAMA
PROJECT MANAGER:
PROJECT ENGINEER:
GSM
PAH
DRAWN BY:
CHECKED BY:
APB
GSM
DATE:
Y 30, 2008
�y - 7 C
EAL r'
17069
E��
'% 'A �NGINMac
������•
MacCONNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P.O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560
TEL: [phone] FAX: [phone] c
Q
BEAUFORT BLUFFS, LLC 4
4
a
1
C
BEAUFORT BLUFFS V
v
SUBDIVISION G
v
L
u
a
L
BEAUFORT COUNTY, NC LL
1
UTILITY LAYOUT -1 of 2 Q
0
PROJECT NUMBER DRAWING NUMBER o
A31703.0 C-103
M,
Q

50'
AREAS
COPYRIGHT m 2008
1.5" SURFACE
COURSE
35'
6'
9'
go
SLOPE AS
REQUIRED
1"
FT.
COMPACTED `-8" AGGREGATE
SUBGRADE-7 BASE COURSE
2" SURFACE COURSE:
SF 9.5A OR 9.5B
TYPICAL CUL-DE-SAC CROSS-SECTION
NTS
50' R/W
6' 20' 6' 9'
HOULDE 2" SURFACE 3HOULDEF DITC
COURSE
in FT. 1 4" FT 1 4" FT I" FT. 3 1
/-COMPACTED `-8" AGGREGATE
SUBGRADE� BASE COURSE
1.5" SURFACE COURSE:
SF 9.5A OR 9.5B
TYPICAL STREET CROSS-SECTION
NTS
1O'x7O' SIGHT
TRIANGLE
0
STOP
a
19
0
LO
- t -
EX. EDGE OF PAVEMENT
EX. W
ROAD CONNECTION (STOP COR DITION)
VARIABLE 6' SHOULDER
PVT. WIDTH WIDTH
8'
5'
1 4" FT. -1 4" FT, +1" FT.
-in /F
5'`
DRIVEWAY TURNOUT G
NTS
/ 35' MIN.
3g, MlIV -
CUL-DE-SAC ACV IOn
35' MIN.
TYPICAL CUL-DE-SAC
NTS
LOT No.
I SQUARE FT
I ACRE
1
30537
.701
2
31159
.715
3
34090
.782
4
31555
.724
5
34147
.784
6
31034
.712
7
29065
.696
8
31068
.713
9
31072
.713
10
31072
.713
11
30734
.706
12
30391
.697
13
30338
.696
14
30244
.694
15
31068
.713
16
29065
.667
17
29057
.667
18
29054
.667
19
29058
.667
20
33946
.779
21
27912
.641
22
29127
.669
23
29349
.674
24
29341
.673
25
31394
.721
26
43569
1.000
27
43641
.827
28
37108
.852
29
38211
.877
30
38237
.878
31
51139
1.174
32
50094
1.150
33
47417
1.089
34
52212
1.199
35
53822
1.236
36
54640
1.254
37
53123
1 219
GENERAL LEGEND SURVEY LEGEND �' `\, ,- ` 38 \ 53302 1..224
- - --- - ADJACENT BOUNDARY ♦ EPK EXISTING PK NAIL
BOUNDARY (PROPERTY)
O EIP EXISTING IRON PIPE
BUILDING SETBACK \
-- -- CONTOURS - INDEX O SIP SET IRON PIPE / RICHAR 041/552NBERG ` /i BEVERLY PAUL t i
�1133/282 ' I -
- - - - - - - - CONTOURS - INTERMEDIATE O NPS NO POINT SET - I
-•_•--._.-•- p�4
RAIN FIELD (SEPTIC) AREA 529'02"�''--''"
EASEMENTS (COMMUNITY) NTS NOT TO SCALE _ - - - \
- r 0 \
J ii I00
- - - - - - - EASEMENTS (DRAINAGE) R/W RIGHT OF WAY-
- - - - _ _ _ _ _ _ _ _ _ EASEMENTS (DRAINAGE & UTILITY) Al
EOP EDGE OF PAVEMENT - i \ - rr 4 Ell
LOT LINES N z4b +
x PROPOSED FENCE MBL MINIMUM BUILDING LINES - - _ ; 1 r / s.,
vIt I /
- - RIGHT OF WAY T / \' 1 1 . 246 - �-'f > / I BEVERLY PAUL _
R DUE DRAINAGE/UTILITY EASEMEN ' ' r 34 �
i �'`\s \ I r / / 1133/282 1 w
E - UTILITY LINE
•� MARSH
BEVERLY PAUL O �
1133/2�82 I i
AEC AREA OF ENVIRONMENTAL CONCERN IJ i ;�, r, c000 /
W ; / 249 + I IR /
^� I O o 45 - 33 I :n S01�41'24"E - 348.90 S02'13'34"E - 253.26 /
- - - - D 50' PRIVATE CCESS N
ip 1 I r---- I----- -i r- 1 !� Q
- - - - - -� 6" GATE VALVE-' - - - - / -1 T �4 A
_ I 1 I OPEN SPACE �BEINED
- - - - - - - - & FILL HYDRANT _ _ _ - - I f I I I I 1 I f BY HOMEOWNER' ASKS C.I
/- - - - - -- l
.� 1 6" SDR-21 ; ; _ _ _ _ 6a I / I I 1 t I I I I cc 1
- - WATER I AREA DESIGNATED � 1
Z_:O 1 J. I I f FOR STORMWATER I I
J• THOMAS
U 1 37 I J/ 1 I I I o f j ► a STAALDUINEI�
I-: W / I I t i 1 I \ 26 /' 1108/918 J
240+ 26 L1
239+
I / I I t I S06° ..
5 6 r, � -g / : : r
1 8.42 , _- ��-_--� I I I 11 �L
I ,
6" GATE 30 1 I O i I I
VALVE 6" GATE VALVE
w 1 237+ - ; 31 6" x 6" TEE I I I ___�-I----------'1 ; ' _ __ __ ::::: .
F I 8.40 38 _ - - - 220'
THIS PROPERTY IS LOCATED WITHIN A O _ _ _ _ _ _
" 238+ _ 0.8s --r t-- 87
SPECIAL FLOOD HAZARD AREA (ZONE X, N 1 6 GATE VALVE _ _ _ _ �.,.;� • .
ZONE AE) PER FIRM MAP 3720666000J
EFFECTIVE MAY 13, 2003. 00 1 6" x 6" TEE _ - - - - _ { 1Itj4 }
' '-- '
___----- - 24 ' : BuLK
ZONE 1:
77
- - - - i ,6"-GAf� VALVE _-�' _____-•-__-- _---- f 1 ; �:::y:: +tf i
30 RIPARIAN -
L'--. J BUFFER i -'--�_----- `� _ _ _ 6" SDR-21 RIP RAI
_J_, WATER I i '
r•r �;� ZONE 2: \ t 1
` r::iial
I' + 20' RIPARIAN ( - - �'- - _ _ _ _ - - I I 6" SDR-21 I+
ti.Ld 1 BUFFER I ; a 5 / ' _ - - - • t i WATER _ _ - - _ _ t _ _ _ _ _ + 64 GATE L - - + _ _ _ � , g.4o 23 i•:;;:;•:i i } � s �' �.
/ I VALVE - - _228 8.90
234+
I 1 ; TEE I f ___-- ` _____
All
14
6 SDR-21 - _ _ _ _ - -1 s SDR-21 22 c:::::a..'.'.
i - - WATER WATER J
ui
00 r O I t 6" GATE VALVE00
yp• Q ` ,� I 2 6 GATE VALVE 1 f _ 13 ► I 2 s + 18 218
& FILL HYDRANT _ _ , 223+,
6 SDR-21 ' - - - - - - - - - - I-' _ _ _ - z33 r 228 + ` I 1 -� , �:::::'
�N` •.-1 st I WATER r ' - - - - - - - - 8,7
/ MARIE,TTAWOOTEN . __D
� 369/899 VN
DEBRA PAUL
f \
1369/895OF
' . � • O > r � � � � AREA DESIGH♦TFn F:•::•::� .'
FOR STORRfWATER.7�W
W8 � s,
_ _ _ _ - _ 888.45 - N04-23.52 � k5
�- J A. - - -•- _ ^8.60 W9 2 � X
_ _ - - - - - �•" r --s.7o _ WETLANDS .
221+ +�f
I- td$42d23'VJ-- 226+ 8.45'.
8.60
-- _. - 231 T
10' PRIVATE ACCESS AND
OPEN SPACE TO 8f RETAM
BY HOMEOW',ER'S SSOC• -
WADE SMITH
1429/368
'ATE 50' ;,
ICO
FER
NOTES:
1. TOTAL AREA OF TRACT: 36.021 AC. (1,569,075 SF)
ACREAGE IN EACH LAND USAGE: RESIDENTIAL 36.021 AC.
AVERAGE LOT SIZE: .833 AC.
TOTAL NUMBER OF LOTS: 38
LINEAL FEET IN STREETS: 2,776 LF
2. ALL BOUNDARY SURVEY INFORMATION PROVIDED BY:
WOOD DUCK LAND SURVEYING, INC.
BRYANT E. HARDISON, JR., PLS L-2887
42 SOUTH TEACH'S POINT
BATH, NC 27808
3. DATE OF SURVEY: MARCH, 1 2007
4. NO PRELIMINARY LOTS HAVE BEEN PHYSICALLY SURVEYED
AT THIS TIME. UPON PRELIMINARY APPROVAL, IRON
PIPES WILL BE SET AT ALL LOT CORNERS.
5. NCDOT DRIVEWAY PERMIT FOR PROPOSED ROAD WILL BE
REQUESTED UPON PRELIMINARY PLAT APPROVAL.
6. PROPOSED ROAD DESIGN WILL BE SUBMITTED TO NCDOT
UPON PRELIMINARI' PLAT APPROVAL.
7. SEDIMENTATION AND EROSION CONTROL PLAN IS
SUBMITTED, TO NCDENR - LAND QUALITY.
8. STORMWATER MANAGEMENT PLAN IS SUBMITTED TO
NCDENR - DWQ
9. APPLICATIONS FOR INDIVIDUAL SEPTIC SYSTEMS WILL BE
SUBMITTED TO BEAUFORT COUNTY HEALTH DEPARTMENT
UPON PRELIMINARY PLAT APPROVAL. SEPTIC SYSTEM
SHALL BE SAND -LINED TRENCH SYSTEMS.
10. SOILS INFORMATION PROVIDED BY:
SOIL & ENVIRONMENTAL CONSULTANTS
WALTER COLE, LICENSED SOIL CONSULTANT
11010 RAVEN RIDGE RD
RALEIGH, NC 27C,14
11. OWNER:
BEAUFORT BLUFFS, LLC
DR. ROBERT BILBRO
3206 SUSSEX RD
RALEIGH, NC 27614
12. PROPERTY DESCRIPTION:
GANS - 36.021 ACRES
DEED BOOK 1582, PAGE 880
& DEED BOOK 1577, PAGE 738
13. PROPOSED WATER SHALL BE SUPPLIED BY THE COUNTY
OF BEAUFORT. PROPOSED FILL HYDRANT ASSEMBLY
SHALL BE LOCATED A MAXIMUM DISTANCE OF 500' FROM
THE EXISTING WATER LINE AT NC HIGHWAY 92. SEE
SHEET C-103 & C-104 FOR LOCATION OF PROPOSED
WATER LINES AND HYDRANTS.
14. PROPOSED SEWER SYSTEMS SHALL BE DESIGNED AND
APPROVED ON INDIVIDUAL LOT BASIS.
16. A 20' DRAINAGE EASEMENT SHALL LIE INSIDE OF ALL
EXTERIOR BOUNDARY LINES.
17. ALL INTERIOR LOT LINES SHALL HAVE A 20' DRAINAGE
EASEMENT, 10' EACH SIDE OF ALL LINES.
18. PROPOSED ROAD SHALL HAVE A 35' DRAINAGE AND
UTILITY EASEMENT ON EACH SIDE.
19. NO KNOWN NCGS MONUMENT FOUND WITHIN 2000 FEET
OF THIS PROPERTY.
20. ALL DRIVEWAY CULVERTS SHALL BE 30" RCP.
GRAPHIC SCALE: 1 " = 100'
0 50 160 200 300
REVISIONS
N0. DATE I DESCRIPTION
1 2 1 02/13/08 I PER DWQ / CAMA
PROJECT MANAGER: PROJECT ENGINEER:
GSM PAH
DRAWN BY: CHECKED BY:
APB _ GSM
DATE-
J_A Y 30, 2008
to
17069
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°°•. S• MacG0.o /t
MacCONNELL
& Associates, P. C.
909 AVIATION PARKWAY, SUITE 1400
P. O. BOX 129
MORRISVILLE, NORTH CAROLINA 27560 z
TEL: [phone] FAX: [phone]
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