142-06 Oversized Plans Site Plan

FH
�v
P-1
NC STATE PORTS AUTHORITY
PIN 6396.18-40-7671
F
W-
R/W
MARINE DATA
i
EXISTING SHORELINE = 944'
SHORELINE X 27 = 25,488 9
FOOTPRINT = 25,021'-
EXISTING SUPS = 28
PROPOSED SLIPS =.28
A-k.A.
NEWPORT RIVER
(TRIBUTARY)
JAM
rP A-A_A,
Q
1,2�x 2' OPENING
CP
(TYP)
0 .
Cj 34.
260
-.53+1
MAINTAIN A 5'
s4o, %k 'SEPARATION FROM'
POND %4e + %p COASTAL WETLANDS
EIA 6.33' sk.may
-l!ORM§L !�GH 4NATER WNE 00\ 1k 14�
SI LIMITS OF
COASTAL
WETLANDS
to.
*7
If 0
(D -7
10,229 S.F.
GENERAL NOTES SITE, DATA
i. MOREHEAD cnYS RESPONSIBILITY FOR WATER LINES ENDS AT THE WATER METER. LEOMD TOTAL AREA . . . . . . . . . . ... . . . . . . 2.884 AC.
2. MOREHEAD CITYS RESPONSIBILITY FOR SEWER SERVICES ENDS AT MMOUT AT THE RIGHT OF WAY. ZONING CLASSIFICATION . . . . . . . . . .
& ALL UTILITIES WILL BE UNDERGROUND. . . . . . . . . PD
4. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC. R/W RIGHT-OF-WAY TOTAL NUMBER OF LOTS . . . . . . . . . . . . . . . . . . . 14
& NCDOT DRIVEWAY PERMIT AND ENCROACHMENT AGREEMENT IS REQUIRED. PP = POWER POLE MINIMUM LOT SIZE . . . . . . . . . . . . . . . . . . . . . . N/A
6. GAS/UTlLrTY EASEMENTS IS 10- IN WIDTH AND IS CENTERED OVER GAS LINES AS INSTALLED. LP = LIGHT POLE TOTAL AREA IN PARKS/RECREATION
7. TRASH COLLECTION TO BE PROVIDED BY A MOREHEAD CITY. . . . . . . . . . . N/A
& NO LARGE TREES TO BE PLANTED IN THE SANITARY SEWER OR WATERUNE EASEMENTS. MSL = MEAN SEA LEVEL (PAYMENT IN LIEU OF ABOVE)
9. ALL ELEVATIONS ARE RELATIVE TO NATIONAL VERTICAL GEODETIC DATUM. FFE = FINISHED f LOOR ELEVATION MINIMUM BUILDING SETBACK . . . . . . . . . . . . . . . . . lot
10. STORM WATER MANAGEMENT PLAN IS REQUIRED. EP EDGE OF PAVEMENT
11. EROSION CONTROL PLAN IS REQUIRED.
12. A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED BY THE FEDERAL EMERGENCY CLR CENTERLINE ROAD
MANAGEMENT AGENCY. REF-. FIRM 3720639600J, DATED- JULY 16. 2003. FH - FIRE HYDRMT
13. A MAJOR CAMA PERMIT WILL BE REQUIRED. WV = WATER VALVE
14. A LIGHTING PLAN WILL BE SUBMITTED AT THE SITE PLAN REVIEW. GYE = GUY WIRE
EN MANAGEMENT AGENCY. 1& THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED BY THE FEDERAL EMERGENCY EM AG ES = ELECTRICAL SERVICE
ZONEAE REF. FIRM 3720639600J. DATED: JULY 16. 2003. THE 100yr FLOOD ELEVATION IS 7.0' NAVD 1988 AND IS 8.04 NAVD 1929.
16. ALL OPEN SPACE SHALL BE RECORDED IN THE CARTERET COUNTY REGISTER OF DEEDS OFFICE IN ACCORDANCE WITH THE PROVISIONS OF WS WATER SEPACE QG
THE ZONING ORDINANCE EA EXISTING MON AXLE
So. .17. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO MOREHEAD CITYS STANDARDS FOR THE DESIGN AND CONSTRUCTION OF WATER AND ECM EXISTING OONCRETE MONUMENT
WASTEWATER SYSTEM EXTENOTINSONS.
I& CONTRACTOR SHALL FY THE PUBLIC WORKS, STREET MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING NOT TO SCkLE
STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE EASEMENTS OR RlWa. x EXISTING M31- ELEV. 1929 NGVD
19. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE APPROVED BY MOREHEAD CITY. PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER s K = WATER DEPTH AT NORMAL LOW WATER (12/02/05)
MAINS. EXISTING ASPHALT
20. PAVED AREAS SHALL BE COMPACTED TO 95X MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6* OF SUBGRADE WHICH SHALL BE COMPACTED
TO 100 MAXIMUM DRY DENSITY IN ACCORDANCE WITH MSHTO-M. EXISTING CONCRETE
21. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990.
5 8-rO9'21 E 22. BITUMINOUS CONCRETE SURFACE SHALL BE TYPE 1-2 CONFORMING TO SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS. EXISTING GRAVEL BASE
18.46A-A-k 23. CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION M OF THE NCDOT STANDARD , SPECIFICATIONS.
IVI 24, SUBDSION SIGNAGE SHALL NOT BE LOCATED WITHIN ANY UTILITY EASEMENT. PROPOSED CONCRETE
25. GRADING SHALL BE IN ACCORDANCE WITH SECTION 226 "ROADWAY EXCAVATION".OF THE NCDOT STANDARD SPECIFICATIONS DATED JANUARY 1
LASS I RIPRAP TO ENHANCE 1990." PROPOSED GRAVEL BASE
MARINE HABITAT IN ACCORDANCE
o. WITH NATIONAL MARINE FISHERIES 26. REINFORCED CONCRETE PIPE SHALL CONFORM TO SECTION .310 "CONCRETE PIPE CULVERT" OF THE NCDOT STANDARD SPECIFICATIONS DATED
REQUEST FOR MITIGATION OF A 1990. -\JL = COASTAL W.7 LANDS
POTENTIAL REDUCTION OF 27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES AND SHALL NOTIFY NC ONE CALL = NORMAL HIGH WATER
(A) 4.W ESSENTIAL FISH HABITAT (1-800-632-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES IN THE AREA MAY BE
FLAGGOR STAKED. EXISTING 2& THEE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE ROADWAY, DRAINAGE. WATER
EXI = NG BUILDING
UTIU71ES AND SEEDING FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER. = NEW BUILD14G
29. HYDRAULIC ANALYSIS IS REQUIRED.
PUMPOUT 30. POT HOLES TO BE FILLED. AND OVERLAY EXISTING ROAD WITH lr ASPHALT. BH EXISTING BULKHE&D
IN NEW BULKI-EAD
75' AEC
0 00 -H
z w
30' SETBAC<
0
NEW PROPERTY CORNER NEWPORT RIVFJ? aw C4
(TRIBUTARY) LL Q
0 U-0
-H
40 Oro
45 -H z -0, NEWPORT RIVER
ti ca
GIN: (TRIBUTARY)
4.W 4.5'
4�W
4.W 4.5-
60 4.5'
0 0
0
b
PROPOSED 0 EXISTING
O BOAT LIFE PROPOSED FLOATING
BOAT LIFT DOCK
GANGWAY
Pi
PROPOSED @
(9 @
li
BOAT L1Fr PROPOSED @
@ '�FLOATING
©BOAT UFr
0 -A-A-k 27.0' DOCK (TYP)
D
4E
T
27.01
PROPOSED TYPICAL PLATFORM ED
BOAT LIFT PROPOS 7] ©BOAT LIFT
PROPOSED 0 NJ
BOAT uf I
NCK @ PROPOSE S
.97 01 1 1 1 1 @ I BOAT LIFT vv
PROPOSED F30.*/ 0, in' WATEMM
1 _�/+��/� / s�� BOAT UFT A-k.A. PROP OSED iz
BOAT LIFr
117 @
30' SETBACK
WOOD WALK
POSED
L(D. 1 1 1 LIFT @ 0' ELECTRICAIL
8,165, S.F. vu? PROPOSED
r 0) GANGWAY BOAT LIFT OD
101 DOC
0) 9,149 S.F.
SH --4 06
10 --- I I I 10 Ln
Cv 11,339 S.F. 9 Imo_ (�D I
(:D 1 8.065 S.F 4h. 8,356 S.F.
27' 10.990 S.F.
40-
U,/
40�ACK 35'
30' cvr 35'
3 5'
:m i 6.238 S.F. 7.39 B-2
RADIO ISLAND
I!V 5.602 S.F.
C. (0 DB 853MARINGA
Of Ms. . P511
34
S JOUMES& ORN - u
01
Pp
9.05 N* .
20.00' EIP 19.26' 60.61, 0P P CITY LIMITS oPP 84.85 65.1 64-65- 20.96 74.97' 515,15'
49.79' o S 55-45-33- W 149.22:1. R/W
-- fit
S 55!44' Ow W 559.54' (TOT) Elp fEIP PP S W39'20* W 179.91'(TOT) tCM ECM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - ---------------------- - /-) - - - - - - - - - - - - - - - - - - - - - - - - - - - -
JAN !$,200
---------- ---------------------------------------
- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
BENCHMARK
RAILROAD SPIKE IN PP
ELEV.-7.07
(NGVD 1929)
I- F I-, I- I- F F F F F F F F F F F -EXSFTiN-G8. F06-
E MAW F F F F I- I- I- I- I-F F I- F
WV EXISTING -W-
W W STING 12' WATER MAW-W-w- W-W-W-W-W-W W-W-W-W-W-W-W-W-W-W-W-W-W-W----- -w-W-w-W-W-w-W-W-w
wo=
RADIO
ISLAND DRIVE Ex. FH
EX. FH
R/W
(60' R/W
19' ASPHALT PUBLIC) BY OTHERS)
P-1
NC STATE PORTS AUTHORITY
(LEASED BY MOREHEAD & SOUTH
REVISED: (SINGLE FAMILY)(13AW)
FORK, RAILROAD CO Inc.)
.12/10/07
REVISED: 11/13/06 (ISSUED FOR CONST.)
PIN 6396.19-50-48a
REVISED: 07/06/06 JIESM
ftMlvl�
REVISED T
1: 06/12/06 IESMT CL
REVISED: 02 22/07 (IHC SIGN)(CNS)
0 ev
GRAPHIC SCALE: 1* - 3W
PIN#
6396.19-50-3948
IMPERVIOUS AREA
CALCULATIONS
PIN#
6396.18-40-8696
30' (DRIVEWAY) 24' (ROADWAY)
SHEET: 2 OF 8 PIN# 6396.18-40-9763
1 .00'
SLOT
UPON COMPLETION OF PROJECT CUT NOTE' CONTRACTOR MAY USE 50 CONCRETE
7AND REMOVE WOVEN FILTER FABRIC
ei.0;36 PSI) IN LIEU OF 2- 1-2 AND 6- ABC
1.001
ELEV. 6.50
SIRMr/CUM
LUM/PAINNID,
18,727 S.F.
SITE PLAN PIN# 6,396.19-50-1840
EXISTING GRADE 6.20
DRAIN
.9. r 1-2\ ELEV. 6.25N,,�,
1 % MIN. 6" ABC
Ir
EXCWDES
S1 Er/CURBS
TIDE
LINES-
-=I jj�jq WOVEN FILTER FABRIC 87
I I-I'BURY
LOT 1
4,504 S.F.
12* TO TEMPORARILY PROTECT
.2
LOT 2
5,103 S.F.
SLOT DRAIN FROM SEDIMENT 12" PIPE
LOT 3
3.985 S.F.
210 RADIO ISLAND DRIVE
PREFABRICATED 12*X6*
FILTER FABRIC
LOT 4
4,842 S.F.
RESIDENTIAL & BOATING COMMUNITY
TEE WITH HUGGER BAND
INV. 4.43
CAP W/ HUGGER BAND
LOT 5
LOT 6
4.974 S.F.
4,978 S.F.
•
t,20- 6 PERFORATED57
WASHED STONE
LOT 7
4,438 S.F.
REFERENCE: DEED BOOK 306, PAGE 347, DEED BOOK 377, PAGE 317, ,
EXISTING GRADE HIGH SLUMP CONCRETE
- - - - - - -
UR-ERT -T.6-0-
LOT a
4.439 S.F.
AND DEED 732, PAGE 841 - OF THE CARTERET COUNTY REGISTRY
- - -
0.25'
0.25
8 FILTER FABRIC
LOT 9
LOT 10
4,971 S.F.
4,979
/Z
C A R �51.,/
BEAUFORT TOWNSHIP, CARTERET COUNTY, N.C.
LOT 11
S.F.
4.975 S.F.
4"o ,
SS/
--
DEVELOPER: IDE LINES, LLC
0.50,
ELEV. 2.0;'_(SEASA0040uHIGH WATER
LOT 12
LOT 13
LOT 14
4.504 S.F.
4,505 S.F.
4,159 S.F.
-
qvy
S
ADDRESS: 1450 E ARLINGTON BLVD SUITE A
GREENVILLE, NC 27834
C2
WAL WROWM AREA 65,356 S.F.
4-
PHONE: [phone]
T(YrAL IMPERVIOUS
C I N E
AREA ALLOWED
65.356 S.F.
'9t N J N
B
Baldwin and msocuTEs
SURVEYED: JP
APPROVED: JSJ
TYPICAL
CROSS SECTION
ROAD C
ENGINEERING LAND SURVEYING
AND PLANNING
N.T.S.
1015 CONFERENCE DRIVE
DRAWN: EW/DWL/CLM
DATE- 05/16/06
A
(;RFFN\AIIF Mr 9-7R-;St
rILt: 110diO Island/dwr;,rTida Lines Single Foi,iify Now/05., 17Tide Lines Sat

i
i
LEGEND o
HWY 7
R/W = RIGHT-OF-WAY OLD CpaJSAY
PP = POWER POLE
LP = LIGHT POLE 0
MSL =MEAN SEA LEVEL SITE,
MJ` FFE = FINISHED FLOOR ELEVATION pp
I EP = EDGE OF PAVEMENT
I� CLR CENTERLINE ROAD
FH = FIRE HYDRANT°
WV = WATER VALVE
GYE GUY WIRE
rZn
ES = ELECTRICAL SERVICE
WS = WATER SERVICE
EIA = EXISTING IRON AXLE ,o
I ECM = EXISTING CONCRETE MONUMENT sP
j
M� MA. = NOT TO SCALE
I NEWPORT RIVER-
= EXISTING MSL ELEV. 1929 NGVD
(TRIBUTARY) M�
(� = WATER DEPTH AT NORMAL LOW WATER (12/02/05)
' = EXISTING ASPHALT
EXISTING CONCRETE
.A-M
EXISTING GRAVEL BASE
��,� PROPOSED CONCRETE
- PROPOSED GRAVEL BASE VICINITY MAP
:►I!< COASTAL WET LANDS
J 2' �TMP�ING o S 818 46' E M� ._ ... _
= NORMAL HIGH WATER
1.
60 -.5g,1 69 34 u+ss i RtPRAP To ENHrwCE :.---;.- = EXISTING BUILDING
MARINE HABRAT IN ACCORDANCE
WITH NATIONAL MARINE FISHERIES �� = NEW BUILDING
�. �•i��1 1 REQUEST FOR MRIGATION OF A
POTENTIAL REDUCTION OF -- BFi — = EXISTING BULKHEAD
ESSENTIAL FISH HABITAT - BH — = NEW BULKHEAD
MAINTAIN A 5' - — - - _
^N SEPARATION FROM N - 75' AEC
POND LEGEND
I� .v w .v v, COASTAL WETLANDS PUMPOUT M ---- = 30' SETBACK
M� NEWPORT RIVER aM = PROPERTY IN HOME OWNERS ASSOCIATION CRAPE MYRTLE
• — =NEW PROPERTY CORNER AMERICAN
,I!O HIGHyVATER WIVE v, (TRIBUTARY BEECH
" �..
w
_.._._........ •v .� v 'v�' "' a z om EVERGREEN SHRUB
z v v'•. v v. NEWPORT RIMER N
• o �' sE CK LIMITSCOAS`rOF\ . •►� M� (TRIBUTARY) �M _
a
3 WETLANDS tS;H Z
• ��' �. -ono - NEWPORT RIVER
3k�; �o: (TRIBUTARY)
31
7 � GANGWAY PROPOSED 0
BOAT UFr
/ 10.229 F. JlM O 28 NG
lumiuluouluilluilluN BOAT UFf FLOATING
hI / I ORM O O 7 PROPOSED 15 16 DOCK
` O ® BOAT LIFT 18 PROPOSED C) 13 14 O
24• DOCK M� a ©soar LIFT n , 10 11
8.216 S.F. h� // �o/ PROPOSED
® / / / / o ZB BOAT LIFT Mk
N l � / l l l 3 L fA DO(K BOAT LIFT PROPOSED PLATFORM
S
ARECOMMON Na !` l ` �```` 6,631 S.F. el 30 S, PROPOSED SED I DOCK
PROPOSED BUtK Nam°
P-1 i �� / F 1 Z 40 PROPOSED I j
N I / 3` BOAT LIFT Z1 M� PROPOSED
NC STATE PORTS AUTHORITY y IM 1 �, s T LIFT I
CK
PIN 6396.18-40-7671 2 / , / i 8,165 S.F. JI it _ I• _ PROPOSEBOAT D © o ao SETBACK
©PROPOSEDBOAT r a
JJ r 1 �1
6H'1�ocK
J� 1 II 1 l v�i 11;:39 S.F. I 1 10 I I LIS 11 j i� 5' COMMON
27• i 1 1 i O of 8.065 S.F. 8.356 S.F. I AREA
10.990 S.F. 1 .� 1 I�
sso5 S.F. h/ / / i J r L 1 r` `
ZIO
40 30' g I I I ( I U, < 11
1 35' L---L5'-------f v I®
/ 5.348 S.F. ; / ^/ i 1 L�--------� 4 ; 1 I Zia
6.238 S.F.
l I / / L l 1 �,l ► g i' -' 1 I 1 i` ZoI® 6-2
ARECAOMMON �'�J / / /v 14 �7 J `�1 r� O J I J \ -� I 10
la 5.602 S.F. r �� � _ _�-------- -
------ I RADIO i D
4,259 S.F. / 1 1 J J �.�-------
` 34, I 1 1 i® DB 8�533,, PG 511
` / LANDSCAP
- -- ���-- / j ® 5 COMMON
BOXY —_ AREA ... J
10' MBL LAND�CAPAG�STR - -- -- -- -- -- - -- -- -- 10_ MBL 1®
AREA
-- -- I®
10' LANDSCAPING STRIP - - -- — _ _ —
H PPR W N 55'44'00" E 82.12' ®®®®® ® ®O® ®®® ilk®®® +0®� P ®®®a® ®6®®�dtP('�pPP ®� ® ®�®®O+D®® ®®®� ® --
N7--WVAN VALVE S 5544'00" W 559.54' (�1) EIP -
®®� 60oOs ®6 I®
---------I ------ EIP r 9'20' W 9 91'(TOT)
---------------------------------------------------------------------------------- ��
®®iG ®® T PED
17 o S 55'45'33" W 149.9$ R/W
-0
------------------ --- ECM
i
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------------------
WATER
VAULT �-------
F F F F F F F F F F F F F F F F F F F F F F F F F F F
EXISTING 8" FO�CE NATIVE F F F F I -- F F F------_ F
W W W W W W W W W WV W W W W W W W W W W w W W W W W W W W W W W--W W W W W W WV W EXISTING 12" W/ MAIN F F F F
R/W W W W W W W= W W W yy
W W W w W W
RADIO ISLAND DRIVE -- - - _ _ .
(60' R/W 19' ASPHALT PUBLIC) (BY OTHERS) P-1 �—
EX. FFI R/W
i NC STATE PORTS AUTHORI�I
(LEASED
L ARK RAILROAD
& $CH REVISED. 12/10/07 (SINGLE FAMILY)(BAW)
9-CO. Inc. REVISED. 11/13/06 (ISSUED FOR CONST.)
PIN 6396.19-50-482� 30' 15, 0 3w 60,
90'
GRAPHIC SCALE; 1'
PIN# . 6396.1,9-50-3948
i
SHEET. �OF$ PIN # 6396.18-40-8696
LANDSCAPING PLAN PIN# 6396.18-40-9763
PIN '
# 6396.19-
50-1840
TIDE LINES
RADIO D DRIVE
RESID21ENTIAL & BOASTING COMMUNITY
REFERENCE: DEED BOOK 306, PAGE 347, DEED BOOK 377,
PAGE C AND DEED 732, PAGE 841 OF THE CARTERET COUNTY REGISTRY 17.
o BEAUFORT TOWNSHIP, C'ARTERET COUNTY, N.C.
s s
:0,-Q� `�' % '� DEVELOPER: TIDE LINES, LLC
_ 4 ADDRESS: 1450 E ARLINGTON BLVD SUITE A
1 a�` GREENVILLE, NC 27834 ( .
,IN �E,•�� PHONE: [phone] C3
Han
anula B Baldwinand ASSOCIATES SURVEYED: JP APPROVED; JSJ
ENGINEERING LAND SURVEYING
10R15 CONFERENCENI DAWN: EW/DWL/CLM DATE: 05/16/06
A EI�NVILLE NC, 27858
252 756-1390 CHECKED: JSJ SCALE: 130'
CAD FILE: Radio island /dw jq
„;. i Q/ =lde lines Smrrla P`.,.y,•kl AI.,,., >'rr- 4.