8-96 Minor Mod 1998 Jarrett Bay Boatworks Inc. Oversized Plans

VICINITY MAP (N.T.S.)
SITE DATA:
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EIP
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SHEER L INE
INVESTMENT GROUP LLC
MB 29 PG 376
t
! N/F RHUE
DB 576 PG 71
9
= �''•/ S �` CORE CREEK MARINE \`� t
t
INDUSTRIAL PARK `\ t
WELCOME CENTER & DIRECTORY ` 1
vt , % •'$, � 1 lie \
PAVED PARKING AREA \`\♦
of / UPLANDS
1� ,,co
� \
— I NTRACOASTAL WATERWAY — r cum / i �E �' ! EXISTING �0. �\
TOTAL TRACT AREA = 1,205,218.08 SF (27.668 AC)
EXISTING IMPERVIOUS AREA = 734,465.16 SF (16.861 '.C)
ADDITIONAL IMPERVIOUS AREA = 3,696.00 SF
FOR NEW BUILDING
'ADDITIONAL IMPERVIOUS AREA = 12,788.00 SF
FOR NEW PARKING/DRIVE
TOTAL =
GRAVEL TO BE REMOVED AND SEEDED =
ADJUSTED TOTAL IMPERVIOUS =
-AREA ON —SITE
LAMA SITE DATA:
16.484.00 SF
17,625.00 SF
733,324.16 SF (16.835 AC)
AREA W/IN 75' AEC
= 123,864
SF
EXISTING IMPERVIOUS
= 70,751
SF
AREA W/ I N 75' AEC
IMPERVIOUS AREA TO BE
= 6,330
SF
REMOVED IN 30' BUFFER
IMPERVIOUS AREA TO
= 14,993
SF (INCLUDES AREA W/IN
BE REMOVED FROM 75' AEC
30' BUFFER)
PROPOSED IMPERVIOUS
= 791
SF
W/IN 75' AEC
NET DECREASE IN IMPERVIOUS
= 14.202
SF
AREA W/IN 75' AEC
NOTES:
1. INFORMATION ON THIS MAP WAS TAKEN FROM MAP
PROVIDED BY ATLANTIC COAST PROFESSIONAL
SURVEYING ENTILTED: JARRETT BAY GROUP LLC,
CORE CREEK PROJECT, BEAUFORT N.C.
DATED: OCTOBER 15, 1998.
2. PREVIOUSLY PERMITTED UNDER SW8 980409 DATED
DECEMBER 8, 1998 UNDER THE REDEVELOPMENT RULES.
3. TRACT LOCATED WITHIN ZONE AE (EL 7) TAKEN FROM
FIRM PANEL 6388. MAP NUMBER 3720638800J, DATED
JULY 16, 2003.
SHEET 1 OF 2
PROJECT NO. PM-907
FILE: 907/NEWBUILDING.DGN
STRUCTURES F \
/ UPLANDS 1
l I LING \
J ! 1 ( STRUCTURES
1.49 I ! 1 N=10 10. 2 7 \
01 S $$•D1'a2"eA ! ! \ E-2 51.61 ` \ EXISTING GRAVEL TO
f / I ! JARRETT BAY � GROUP.LLC ..� \ 13E REMOVED AND SEEDED
S` _ , U 10p,(! \ 12632 SF)
.,,,/ i W I DB 829 PG 86
Al�'�.., / �` f ,,1 ,- { MB 29 PG 333 E�t73s.eo \\
r F r
OD
m o I i N-$63 94 ~
1�
02w 141.49
i
EXISTING 1 \
% 7. rir 4 [ ! STRUCTURES EXISTING
-� STRUCTURES
EXTENTOF /� t/
" 1 GRAVEL SURFACE (CRUSH d R
I
w_
_ - -- - .----_ _ ..- - --- '� w�-`�_-,_-- Y ___ __________ ______
---- _------_—__---__—__----
_� _
u i�
(CRUT AF GRAVEL S11RfAGE�
/ EXISTING GRAVEL TO CS
% rf �'/ tRUH 8 RUN} �,-""'j'•^+-.�� / sq„'�' I , ° °
! BE REMOVED AND SEEDED k , 1 t t
J (14993 SF)
/ N-695. 35
Q6 j 4. ®�* Z F / S 88.30' 13'W 800.00' ( t
' f 1 I I
� // � . � fig t /� � � ! �'' - ' ✓' � I -. ,�r�,, ^.-^l^ l , I
N30, IBS 14-08.64
% ► �,, , 1 1 r
2 / E-1346.7 F-1156.8 R8 SSE
16 )
- , 1 0 r
' N 89•02'36"w 672.59' m 01-
4
( EXTENT OF GRAVEL SURFACE
(CRUSH d RUN)
1
------
55.80'— — — — — — — — — -- L------- L — — — — — — — — — — — —J -------1----
88'30'13"E
[� 12 4 �.
_ SENSATION WEIGH, 60'R/W, PUBLIC
9 1 s
Et° ----------
---'-_—_-------_-•—_-----_--__......------------------.��.___--__--__--__.�--..
�-—
SITE PLAN
JARRET
BEAUFORT TOWc
CLIENT: JARRET B)
ADDRESS: 530 SENS)
BEAUFORT
'I N CAR
SOP;, E .... ,a�i �i�` PHONE : (2 5 2) 7 2 F
100' 50' 0 100' 200 ` oy.q
SEAL STR®UD EN
• 13343 - •
151A HIGHWAY
SCALE: 1 — y �
100' •.;i'� <_..• M.
= :F �.• Q.'` MOREHEAD CITE
9` .••!NE,,. �'`�``�• J47- 7479�
LEGEND
GRAVEL TO BE
REMOVED AND SEEDED
L " - MARSH
AEC AREA OF ENVIRONMENTAL CONCERN
BLDG BUILDING
DB DEED BOOK
EX EXISTING
FE FINISHED ELEVATION
MB MAP BOOK
PG PAGE
R RADIUS
R/W RIGHT OF WAY
SF SQUARE FEET
TSW TOP SIDEWALK
TYP TYPICAL
CURVE DATA:
CHORD
DIRECTION =
S35°5748"E
RADIUS
=
C-1
340.00
LENGTH
=
170.41
CHORD
LENGTH =
168.64
CHORD
DIRECTION =
S42046'35"E
RADIUS
=
C-2
280.00
LENGTH
=
73.75
CHORD
LENGTH =
73.54
CHORD
DIRECTION =
N68059`47"W
RADIUS
C-3
0- 0
LENGTH
=
CHORD
LENGTH
15.31
CHORD
DIRECTION =S86°38'2?"W
RADIUS
=
C-4
75.00
LENGTH
=
165.73
CHORD
LENGTH =
134.01
i REVISIONS:

I
/
/
/
/
/
/
t
/
/
BASIN
/
1
/
1
SILT FENCE, TYP. f
/
/
1 � /�• DRAINAGE`p,4
/ r ) 5.0
6.0
/ �\\ TSW FE6.32 5 �" •—..,__ --? �6.25 6'
6.92 E6.2'5 F
' ^_--►.___ ,_�_ 6.0 i
/ 1 .
EG-35 6
PILE f
FOUNDATION 1FE6.51
XFE6.51' _
S.ItT,FJNCq, TYP.
_ -�
" / r i —�� — —� —__--- $--== — 7.35 _F�6. 55 6 �
I I I Jj�I ^ / TSW
`��8 0 j-----— FE6.�—r__--__ _
( \1 O '1
w 0
I
I
EXISTING EDGE OF PAVEMENT
r
CRUSH 4 RUN (6" CABC)
I
Lei •kylill
•
t
I
1
1
1
FILTER FABRIC
NCDOT 1056
TYPE 3, CLASS B
COMPACTED FILL
/
/
40' 20' 0 40' 80' 1
1
STONE CONSTRUCTION ENTRANCE 1I
SCALE: 1" = 40'
SCALE: NOT TO SCALE
SHEET 2 OF 2
PROJECT NO. PM-907
iLE: 907/NEWBUILDING.DGN
LEGEND
0 GRAVEL TO BE
REMOVED AND SEEDED
L MARSH
AEC AREA OF ENVIRONMENTAL CONCERN
BLDG BUILDING
DB DEED BOOK
EX EXISTING
FE FINISHED ELEVATION
MB MAP BOOK
PG PAGE
R RADIUS
R/W RIGHT OF WAY
SF SQUARE FEET
TSW TOP SIDEWALK
TYP TYPICAL
CURVE DATA
LENGTH 20.01
RADIUS C­5 50.00
CH. LENGTH 19.87
CH. BEARING N25°41'51"w
LENGTH C-6 65.28
RADIUS 50.00
CH. LENGTH 60.74
CH. BEARING N51°38'19'w
LENGTH C-7 41.09
RADIUS 300.00
CH. LENGTH 41.06
CH. BEARING N85'07'09"W
SILT FENCE DETAIL
SCALE: NOT TO SCALE
NOTES:
1. USE WIRE A MINIMUM OF 32" IN WIDTH, AND A MINIMUM OF
6 LINE WIRES WITH 12" STAY SPACING.
2. USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE WIRES.
3. PROVIDE 5' STEEL POST OF THE SELF —FASTENER ANGLE STEEL TYPE.
A. USE 6" POST WITH 3" DIAMETER.
z
F-
0
z
/A R 0 d, 2004
REVISIONS
No. I BY I DATE DESCRIPTION
TEMPORARY GRAVEL ENLARGED SITE/GRADING PLAN
CONSTRUCTION ENTRANCE I JARRETT BAY BOATWORKS
44LF 18" RCP
BEAUFORT TOWNSHIP, CARTERET COUNTY,
NORTH
CAROLINA
11
;�
CLIENT: JARRET BAY BOATWORKS
GYT
ADDRESS: 530 SENSATION WEIGH
DRAWN:
i
BEAUFORT N.C. 28516
GYT
',,.1Netotel*,,
CHECKED:
,
µ GARp e"r.
PHONE: [phone]
� ti•'
RDC
g STROUD ENGINEERING, P.A.
APPROVED:
`�� *
4.
• 13343 a151A
RDC
HIGHWAY 24
DATE:
• �. ••
MOREHEAD CITY, N.C. 28557
J
(252)-2)47-7479
3/31
/04
��'�.; ` C►. CO
— —Y. - =r - c= --- ,-+--'
SCALE
'e"+e,e►.•�•`��
RONALD D. CeLLIPH R P.E.
1 " =
40'