142-06 Oversized Plans Existing Site Facilities

THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS
DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. ZONE AE
REF: FIRM 3720639600J, DATED: JULY 16, 2003. the 100yr FLOOD
ELEVATION IS 7.0' NAVD 1988 AND IS 8.04 NAVD 1929.
�4,1)
6.5
15 5)
X 6.9 �{ 88Z
LEGEND
6 Jl. �•
1�r+C„
ki�
.IL.,iIJI.
12?s R/�V =RIGHT-OF-WAY
-.►.
��+r�
(1.0) J`-A-Al PP =POWER
POLE
X 2.4 (7.2) LP =
a.6
LIGHT POLE
SITE
X MSI, =
MEAN SEA LEVEL
�2.5) lk-A-A. ,�;59 FFE =
3,9
FINISHED FLOOR ELEVATION
Q'
EP =
EDGE OF PAVEMENT
�,(a a) CLF =
CENTERLINE ROAD
5\S®
0� I C
M� ^ s.2 FH =
FIRE HYDRANT
I
(
(0.8) >C1 �o) WV =
X 2.2 2 4 i_A_A� 8
WATER VALVE
2 m
�,f,,� (5.1) GYM =GUY
6.5
WIRE
:0
�
M� 'v"� X ES =
ELECTRICAL SERVICE
A,
WS =
WATER SERVICE
�o) EIA =
2.4
EXISTING IRON AXLE
o
SR oN
'Qoyo
�A_lAl -AM ECh =
EXISTING CONCRETE MONUMENT
77
-r-�=
NOT TO SCALE
x<' ,o) x =
24
EXISTING MSL ELEV. 1929 NGVD
Mr sa () =
MAl
WATER DEPTH AT NORMAL LOW WATER (12/02/05)
x(0.8)
-2.2 �(oso .�.A.� x-5s _. - =EXISTING
(4,2) Iv, -. -J
ASPHALT
(2.9)X �5,4)
-4.3 J`�`J` a,a } '' `~'` =EXISTING
( 7L�
CONCRETE
EXISTING CHANNEL MARKER �4,4)
5.8
J./.h�aZ L,�`_:� =
EXISTING GRAVEL BASE
(38)
(4,6) x-5.2
x s.o � =COASTAL
WET LANDS
��
VICINITY MAP
(0.5}
X-1.9 .M.1. (4.5) - - - • -=
NORMAL HIGH WATER
- O�gEWAY
s
I
.
NEWPORT R V R o 6) -1.9 (0.5)X ,M'L x f`'W'�':"� - EXISTING BUILDING
X L•. ... , = EXISTING BULKHEAD
(TRI�IRYj,� � �3.9) (4.7) - LF --
-\
'`M - 9H --= NEW BULKHEAD
2 00 Jw x �6:;) - - - -= 75� AEC
A
o z --..A. .�A 63� ---= 30 SETBACK x �S:a)
3 �o.1) 3
Q W h' 7.5 il.Jl,7L J�J\.,/�. �5,2)
4 Q Q .1�..�i = 6.6 x 571
^per 3� S 87°09'21 " E �o;59
hM
® �'�. , � N 65°06' z» , E 69.34 18.46' �. ��
,:8 - '� 5 , -56 28. 68' E N 44° 53' 12' a2) (4.2)
\1-1 \\ \\\ \ ,I°� 2� ���` � 6 X (4.4) X-5.3
\ � \\\ `�--' \\l N16 .jig 0 L0 (4.0) X 5.8 (3.9)
�.
(5.5)
W x X -6.9
y � 1 � // EXIST, MOORING �5�) x,-6.5
\\-------
`„_ >> � -- ) 0? _`, � / / PILES (TYP) �J-J, -6.5 (S.$) _A_A
�' \ -' `V _ \Y \l'_ - -� - y �� _ I O - t (3.0) `� 5,3) X-6.3
POND . -- - --- �i',_ N O O x 4.a >- ) x-7.0
.t_ _ 6 .�. - `\ I m 1 O �,A� 6.5 NEWPORT RIVER � �.� (4.9)
is \,��-
/ / / X2.1 l .0 * ' �- - , � . - \ N 4 �, - - �- \I� .1� 11 I I 1 �M (TRIBUTARY) X-7.1 x a.
/. z/ EIA `t' ..'.�+L:.. 0� HIGH WATER 61JE -,I, \L\x1.9 I 1 i a�ix 6.2 (5.7) ( ) Z p0 x(ss5
/ { 1 O �3,5) NEWPORT RIVER �M
8 / � � y Vi' "v w \ N �tr0
- / _ , \ \ \ \ I I (TRIBUTARY) (6,5 x (s) X o F N
/ O LLo x-s.2 _`A_- _ w 3
2.
_ - _ - - x 3 // , � UCOASTALMITS OF 7 ,\� \ �' \\ \_ / O I 1 CLEANING � Jv`l� J�J�JI � ,Xcr o J_A_A . (4-11 Z -00 (a.a)
/ p / r�� U I8 WETLANDS \ ` / 1 STATION OtW x ss =0]?I x-6.2
X .2 / 3 / _ _ - 3 I' �1 \ •Q�_, _ (3,7) s 5;; ►-X NEWPORT RIVER (4.$)
o / (STING FENCE ^� \ y, • • ' / 9 P- I X (4 0) 3 3~ M (TRIBUTARY) M�
/ O / / r (T E REMOVED) / 30 O X 5.4 (3'8) 3 (3.6)
.., • ', 4 1 / 1 • e \ \ • �• / Vi (4.4) X-5.2
/ \_ _\ / / . - =. _ _ - - CONCRETE \ -5.8 (5?5 X-5.3 -5.0
/ F t SEAWALL 3 \ (4.a) x (o.z) x (3.$)
// / -� / 1
/ Co CIVto / �4 / / / :. •. �a , \ \ _x �•' _' j \ \, 5 4so -6.2x 1-Jll� X 3 �5 EXISTING (3.3)
/ // � % \ � lk-A-- (4.6)�6.0 54 (a2) t6�) 4s7 ) FLOATING x-4.7
_ _ _ _ - a y / _Q / l ld :. . , - .v \ 3. RAMP _A_k_ ` -6.0 (zs 0 x DOCK
/ / / /I.a .a_ . : \�. P 7 .74 �5.8 4.48 (2 (359 (2.5)
4. 4..- g (2,1 88 a 0 0 0 0 O 0 -4.
.R -3.7 6 44) 4.53 X-4.? (3.2)
3.0 - - r SAiiK-�- , k ,•.� % / / / _ . \ % _ , fj8 JR,Z
3•$ 3.7 11.:`l` 89 ><4.6
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N k O / Q/ I I "., 1 d 7 •:,i:•::•i:•::•::.:•i.t_: ?i::1i .a / 3 ) X-4.3
DOCK -2 7 -3 a ��� (0.1)
m / / 1 o TORY ::::: 4 %' a. I (3.3) J`J 0 �� �33� _ J 20 ss 21 4.$) 22 z a 23 -1. X
Z , --;.:x.-.jh::FRAME SHOP•'t� :)j'••\r;l'�/ a I -4.7x (3.3) x-4.4 1 18 a.7• 5.0 \ (0.2 C.W.
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l m l / l . Q I d d (TO BE "� z.7}as (4,c) 1 5 9 -1.� /_ \ x
/ / /- •r:•:•:i �:L. ,;,kl 'I I �C41 (C) 7,37.59 6• Q 5, 5 C.W. C,W,
/ I 1 I'::: REMOVED 1n.1' : M3.4 (5.3) nn (5.1 X a , 4. 4. 8 E 3.75 C*W*
_ � / / / i �_� o 1.� ) I .I -6.7 G7;.! (2.9) 3a`, 'a l5,3; 4,57 4a5 e,4^ 6. 4.4 y - r,.. I;,L' ., > '.f,n.. ��i?+.1�K, H
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/ I d I .- t.9) /13ILU� - 5,3X -6.1 6.7 iIl��l - 5.04 / ,..73
4 cD ". / I. d � i /%.'.l %'.%l. �'�'•..:I o I 6, _ jj JJJ I I I1
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N \ , 14 1 1 _I•':^I::i:".:•'r::{ I O -2.1 - I�'11_ - .98 4 (n
l a .. ::I I 23) 8.3,'. 3.85 - ,-+•ii.LL���U.IU.�f O -2.1 g� Q \ 3.83
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_ / / ` ......... 2.1 f :�4.�,:. ''-):: 3.71 \ 4.52 d
.ic?r: isli ` \ . ' '<. < ° ( 6'->I<•c ::....3 ......... 3.1 ` >°� 3,5 ..'!:c'"...',i,::�,:: ?<,^�':.:<" GRASS Lil'':'.` "J 4 ,,.11 3.8 (738) 9 O 3,71,- �7 . 45D-' 58 4.84 I° ' e d �:....
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P-1 .7' -•� \ '.: 1 x .� 3.5 I d I a \ I : P. . L::, \ \ \
\ �, �:.:'• (3 s AREA I� s /' 49 j.l �j GRASS .>w3s . a 4.d8 0 $.52 \ 1 < ` _ a t
\
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a,L a,, v I 4 -5.2 OVER „ \ c`"�_ x
PIN 6396.18-- r0-7671 I `�`` _ G 75' AE ERN)a &M. u` .01 33 (,s 4 In
d / a i } J ° l \
- - _ _ EX' CONG I a -3. d. d d _ O w
1 ,. -_� °
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2 0 4.6 \ _ .59 \ LP > x
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6
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\ GRAVEL' I e da 3. /
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---- 76.',:'•::........... .. ::.'':..>' >'. i - "' - _ \\ �3s r EXISTING GRAVEL a' ,�. -
p---------.. h. 3.�o DOCK _ - \
.......................;:..:.I ,-
N as . c -fi4.3 - 5 : (.- a 3 BOX '.:: .05 a TO BE M6\fE 1
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t^ \ _ a „ 7 {....................................................... ::...1 I �6 _ O s....�..,. i 4
....................................................... ,_. - a ::}
/ f ° _ - I. STORAGE : I a a-� 4 d M V _ \ / ES `-t, .. a 4
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5 d 4VEL a 4,2 4. , ....: i{ ................ I M t0 i Q �- I 4 B-2
a \ v ° X,,.,,._ -: :.::, :::. BLOCK BUILDING :'::::i:::::i":i::: N REMOVED P t:(iCi:i:::::::: r+
? / r c G = _-'' VF �° d F rl......,'-':`..... .. N -- v. I to a L
i / ( \ d c -- - ) -D, ::......:...................' ............ ....I \ I I::....:::........., 7 / `" ' 4 t , t :::::I x
z a l ::. ,.:::.:::::::::::. TO BE REMOVED ...............,.. ::::::::1 to W -4. t::::::::?:::..:I o < d
° \ 1 :.., ..L,. , {.................( ).............,,..._ 25.0 ........ EXISTING Gf�AVEL r� d
1­1:, :. :::::::.::.:::: ::::.:.::::::::,:I \ . d ::::::':I a RADIO ISLAND
__ °
- t................. FFE 4;50 - N TO BE REMOVED
........................................ -
_ _ _ d d ,� _ ::::, MARINA
yC - .:
\ \ - - - ,. I ........... .... ....... ,..,....,.., ,.. ,� - 6 yA. J ..4 4 .... d I t
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d OVERHEAD UTILITIES a I:...:::.:..:::.t d ' o
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\ ---------- -- X t :..:.:, ................::::::::::::::::::........:::r:�::,,, AREA a O a 2 6
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x LP \ 0 T RACK ------ EXIST. LP " I,::::::: •.................................................................... { 1 I 3
\---------- - TO BE 1 L%`::^'r:'l:i::ii}:is4::i'r?:i::i:c:i:i::::::$}i:i:i:i::i ':::i::: i:i::::: ] I a-.. 1 d,. _
5.t------------- ( REMOVED) / I (TO BE REMOVED), ;...::::.::::::::::::.::::::..::::::::::::::::.::•.::::::.,.......,.,......,..,, o d� d �. a a),;••;_ :: 1 ,6 . _ Ma
r�------------ up ...:...._.......
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- �-- <; 1 :..,,::'. `............................... da EXISTING G�VEL r z,
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\ 5. X X X X -�}( 5' , x,.. „• ...,:,. ,d, ....., .•.; ,. - 4. 14. ° Yd IT...,...� aT -:. a
2s PP DW .0 _. _. �:::.. .::..::..::::::..:::::::::::{.: T PED ""% ) 4 .
PP PP 2ca „ : (TO BE REMOVED}. ,, _,,: 22rr; 3X. , 4jE •. • <, ..._. d „ ,,,:: - ---r ...,�._..... I :„� .
R N 55 44 u0 82.12 •U P S 55 45 33 W u
:: , ;.. 165.UU .. t, ., 4.56' d ' Eisfs -3�5.0 4.4 X a 2 x. > .4 ONC. .. .a t..
GYE / ,: . a 4 .
1. ly-T
VALVE d <4 3a J---B
P ECM
S 55 7. 00 W 559.5 ,....p.TC)T.\:, ::':.•:...; .>: :: . -, , 4 0. P a S 55' 20" 111C 4 ..,` ECM')'�111;
/ .\ , . ,.. J .... ? y •, 4 Q P .36d DW --i• ' : CONC. Ep'
150 49 a o rt�
\ EP EP \ :. `L..•:.: t ;. , . ,. •..... _ _ _ d ° d 4 P 4.2 EP C d ,
4
,. st__- 4_--
- - - - - - - - - - - - - - - - - - - 1 - - - - .
--- 4.01
�_ - __---_-___-- p7
4 E
- ------ x Ep--------------- _r
-- 93 ------- CLR EP 4.24 4.25 433 ---- -- - - --------- ---------- --
5 _ _ \ 4.4� �� �.'82 -. "�' ..�: 3 X EP .,
EP 6
.------- _ I ------- f\ /� Eg CLR CLR CLR /^' cx�� �jry
__ 43 ---'.-- o -'------------ 5.70 \ 4.76 EP 4.67 4P i \\ �5 4.26 - ;7,� .� s7 �l•Ild5
CLR 595 \\ -6---- 6.09X// X5 6 x5.1 /' �+.32 1.45 xCCLR C15// \\ 4XXcxU \\ X,► \\\ XCLR
X CLR'
X6.61 - \ ' - _ / ( 32 .- -- - - 4.04 - 4.15 4. 4.40
-� X 4 21 i X CLR x CLR
--� EP \
\ EP 59 541 \ 430 415 ^--„"-""'a 402 \ \- 25 Moren�l aU City DCN,l
---�.97------- ------ ------ ---------------- 4�
E61 c EP �ZD ----------mac-=�-------
_P Ell p 9
__®--.------- 3.88 3.75 T60 3.97 4.10
EXISTING AREA = 2.732 ACRES
BENCHMARK
F F F F F F = F F F F F -RAILROAD SPIKE- IN P� F F F F F F F- F F F F F F F F F- F F-----=-- F- F- c F I-- F F F F F
F F F F F F F F ELEV.=7.07 EXISTING 8" FORCE MAIN REVISED: 03/28/O6 (DOCKS)(CLM)
(NGVD 1929) REVISED: 03/16/06 (DOCK NUMBERS)(CLM)
30' 15' 0 0' 80' 90,
R/w RADIO ISLAND DRIVE
R/w
GRAPHIC SCALE: 1" - 30`
(60' R/W 19' ASPHALT PUBLIC) P-1
PIN# 6396.19-50-3948
NC STATE PORTS AUTHORITY PIN# 6396.18-40-8696
(LEASED 8Y MOREHEAD & SOUTH SHEET: 1 OF 5 C.A.M.A APPLICATION PIN# 6396.18-40-9763
FORK RAILROAD CO. Inc.) EXISTING SITE FACILITIES PLAN PIN# 6396.19-50-1840
PIN 6396.19-50-482l
/12
24 '' '_
'�
� `
-*"o"
.iaji+
IES
210 RADIO ISLAND DRIVE
RESIDENTIAL & BOATING COMMUNITY
REFERENCE: DEED BOOK 306, PAGE 347, DEED BOOK 377, PAGE 317,
AND DEED 732, PAGE 841 OF THE CATERET COUNTY REGISTRY
BEAUFORT TOWNSHIP. CARTERET COUNTY, N.C.
DEVELOPER: TIDE LINES, LLC
' ADDRESS: 1450 E ARLINGTON BLVD SUITE A
GREENVILLE NC, 27834
PHONE: [phone]
B Baldwin and ASSOCIATES SURVEYED: JP APPROVED: JSJ
ENGINEERING, PLANNING JRVEYING DRAWN: EW/DWL/CLM DATE: 03/03/06
1015 CONFERENCE DRIVE
RE NVILLE NC, 27858
[phone] CHECKED: JSJ SCALE: 1" = 30'

SITE DATA
TOTAL AREA . . . . . . . • • • • • • • • • • . 2.884 AC.
EXISTING ZONING CARTERET co • . . . . . . P-1 & B-2
ZONING CLASSIFICATION (PROPOSED) . . . . . . . . . . PD
TOTAL BUILDING ENVELOPE AREA (GROUND) . . . . 25,460 S.F.
BUILDING HEIGHT. . . . . • • • • • • • • • • • • . • . . 44'
NUMBER OF FLOORS • 3
AREA IN OPEN SPACE (INCLUDING PARKING) . . . .100,167 S.F.
ti.
1
POND i
MARINE DATA
EXISTING SHORELINE = 944'
SHORELINE X 27 = 25,488'
EXISTING SLIPS = 23
PROPOSED SLIPS = 28
EIA
•• o
• o
18,0.
P-1
NC STATE PORTS AUTHORITY
PIN 6396.18-40-7671
/
NEWPORT RIVER
(TRIBUTARY)
8
3�
628 6'
3c
NEWPORT RIVER
(TRIBUTARY)
87'09'21 " E
18.46'
RADIO ISLAND DRIVE
(60' R/W 19' ASPHALT PUBLIC)
GENERAL NOTES
1. MOREHEAD CITY'S RESPONSIBILITY FOR WATER LINES ENDS AT THE WATER METER.
2. MOREHEAD CITf'S RESPONSIBILITY FOR SEWER SERVICES ENDS AT CLEANOUT AT THE RIGHT OF WAY.
3. ALL UTILITIES WILL OE UNDERGROUND.
4. WATER AND SEWER SERVICES TO BE SCHEDULE 40 PVC.
5. NCDOT DRIVEWAY P,--RMIT AND ENCROACHMENT AGREEMENT IS REQUIRED.
6. GAS/UTILITY EASEMENTS IS 10' IN WIDTH AND IS CENTERED OVER GAS LINES AS INSTALLED.
7. TRASH COLLECTION TO BE PROVIDED BY A PRIJATE SERVICE USING ROLL -OUT CANS STORED IN THE GARAGE.
8. NO LARGE TREES TO BE PLANTED IN THE SANITARY SEWI7R OR WATERLINE EASEMENTS.
9. ALL ELEVATIONS ARE RELATIVE TO NATIONAL VERTICAL GEODEI IC DATUM.
10. STORM WATER MANAGEMENT PLAN IS REQUIRED.
11. EROSION CONTROL PLAN IS REQUIRED.
12. A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED BY THE DEPT. OF HOUSING AND URBAN
DEVELOPMENT. REF: FIRM 3720639600J, DATED: JULY 16, 2003.
13. A MAJOR CAMA PERMIT WILL BE REQUIRED.
14. BOAT STORAGE SHALL NOT BE REQUIRED SINCE EACH UNIT WILL HAVE A BOAT SLIP. COVENANTS WILL NOT ALLOW STORAGE OF ANY BOATS
OR RECREATIONAL VEHICLES WITHIN THE OPENSPACE.
15. A VARIANCE FROM THE BOARD OF ADJUSTMENT TO ELIMINATE BOAT STORAGE.
16. A LIGHTING PLAN WILL BE SUBMITTED AT THE SITE PLAN REVIEW.
17. THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARDOUS AREA AS DETERMINED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
ZONE AE REF: FIRM 3720639600J, DATED: JULY 16, 2003. THE 100yr FLOOD ELEVATION IS 7.0' NAVD 1988 AND IS 8.04 NAVD 1929.
18. DEVELOPER SHALL SUBMIT & RECORD COVENANTS THAT RESTRICT THE GARAGE TO PARKING ONLY AND ITS PRIMARY USE IS NOT TO BE
USED FOR STORAGE.
19. ALL OPEN SPACE SHALL BE RECORDED IN THE CARTER17 COUNTY REGISTER OF DEEDS OFFICE IN ACCORDANCE WITH THE PROVISIONS OF
THE ZONING ORDINANCE.
20. ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO MOREHEAD CITY'S STANDARDS FOR THE DESIGN AND CONSTRUCTION OF WATER AND
WASTEWATER SYSTEM EXTENSIONS.
21. CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS, STREE" MAINTENANCE DIVISION 48 HOURS PRIOR TO MAKING CONNECTIONS TO EXISTING
STORM DRAINS LOCATED WITHIN PUBLIC STORM DRAINAGE U SEMENTS OR R/W's.
22. CONSTRUCTION PLANS AND SPECIFICATIONS SHALL BE APPROVED BY MOREHEAD CITY PRIOR TO CONSTRUCTION OF ANY WATER OR SEWER
MAINS.
23. PAVED AREAS SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY EXCEPT FOR THE TOP 6" OF SUBGRADE WHICH SHALL BE COMPACTED
TO 100 MAXIMUM DRY DENSITY IN ACCORDANCE WITH AASHTO-T99.
24. AGGREGATE BASE COURSE SHALL BE TYPE ABC CONFORMING TO SECTION 520 OF THE NCDOT STANDARD SPECIFICATIONS DATED 1990.
25. BITUMINOUS CONCRETE SURFACE SHALL BE TYPE 1-2 CONFORMING TO SECTION 645 OF THE NCDOT STANDARD SPECIFICATIONS.
26. CONCRETE SIDEWALKS SHALL BE IN ACCORDANCE WITH SECTION 848 OF THE NCDOT STANDARD SPECIFICATIONS.
27. SUBDIVISION SIGNAGE SHALL NOT BE LOCATED WITHIN ANY UTILITY EASEMENT.
28. GRADING SHALL BE IN ACCORDANCE WITH SECTION 226 "ROADWAY EXCAVATION" OF THE NCDOT STANDARD SPECIFICATIONS DATED JANUARY 1,
•% 1990.
29. REINFORCED CONCRETE PIPE SHALL CONFORM TO SECTION 310 "CONCRETE PIPE CULVERT" OF THE NCDOT STANDARD SPECIFICATIONS DATED
1990.
30. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ANY EXISTING UTILITIES AND SHALL NOTIFY NC ONE CALL
(1-800-632-4949) AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION IN ORDER THAT EXISTING UTILITIES IN THE AREA MAY BE
FLAGGED OR STAKED.
31. THE CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR THE CONSTRUCTION OF THE ROADWAY, DRAINAGE, WATER
UTILITIES AND SEEDING FOR A PERIOD OF ONE YEAR _5M,\,THE DATE OF ACCEPTANCE AND FINAL PAYMENT FROM THE OWNER.
32. HYDRAULIC ANALYSIS IS REQUIRED.
33. PARK�I\N•G LOT TO BE STRIPED IN ACCORDANCE WITH TH13 PLAN.
M� NEWPORT RIVER
(TRIBUTARY)
NEWPORT RIVER �M
(TRIBUTARY) i }
C.D +L a
C0 z omit -.A_A
cFi= 3dLi-
lco o �Ixrn
WV) 3 Z
,•en W 3wM
Annpimn �w 0ra 3
P-1
NC STATE PORTS AUTHORITY
(LEASED BY MOREHEAD & SOL
FORK RAILROAD CO., Inc.)
PIN 6396.19-50-4822
_ __
___-------------------------------------- RADIO ISLAND DROVE ----------
---------------------------------------
PROPERTY OWNERSHIP DETAIL (60' R/W 19' ASPHALT PUBLIC)
SCALE: 1 "=60'
SLOT DRAIN FROM SEDIMENT 12" PIPE -
PREFABRICATED 12"X6"
TEE WITH HUGGER BAND
EXISTING GRADE HIGH SLUMP CONCRETE
------
--------
0.25'
0.50'
ELEV. 2.0' (SEASONAL HIGH WATER TABLE
TYPICAL ROAD CROSS SECTION
N.T.S.
LEGEND
R/W =
RIGHT-OF-WAY
PP =
POWER POLE
LP =
LIGHT POLE
MSL =
MEAN SEA LEVEL
FFE =
FINISHED FLOOR ELEVATION
EP =
EDGE OF PAVEMENT
CLR =
CENTERLINE ROAD
FH =
FIRE HYDRANT
WV =
WATER VALVE
GYE =
GUY WIRE
ES =
ELECTRICAL SERVICE
WS =
WATER SERVICE
EIA =
EXISTING IRON AXLE
ECM =
EXISTING CONCRETE MONUMENT
j,-,- =
NOT TO SCALE
x =
EXISTING MSL ELEV. 1929 NGVD
WATER DEPTH AT NORMAL LOW WATER
(12/02/05)
r__­___l(l
L-_- =
EXISTING ASPHALT
EXISTING CONCRETE
�.^,
J =
EXISTING GRAVEL BASE
=
PROPOSED CONCRETE
=
PROPOSED GRAVEL BASE
,,i L =
COASTAL WET LANDS
- =
NORMAL HIGH WATER
-EXISTING
•- _ _•'J -
BUILDING
=
NEW BUILDING
-- --... --..... =
EXISTING BULKHEAD
- BH -- =
NEW BULKHEAD
- - - - =
75' AEC
- - - =
30' SETBACK
=
PROPERTY IN HOME OWNERS ASSOCIATION
=
NEW PROPERTY CORNER
U-o
=TREATED
WOOD WALK
z
�m +I
=
FLOATING DOCK OR PIER
X
OW N
��
►+�
3 r
-WOVEN FILTER FABRIC
-CAP W/ HUGGER BAND
#57 WASHED STONE
IOTTOM ELEV. 4.60- - - - - -
FILTER FABRIC
NEWPORT RIVER
(TRIBUTARY)
B-2
RADIMARINA
DB 853, PG 511
VICINITY MAP
T-PED
0o S 55°45'33" W 149.98' R/W qPP
ECM ® \"4 'ECM
OLD CAUSEWAY
APR 1, 7006
-w w w w
R/W morIt hoad +G ly
REVISED: 03/28/06 (DOCKS)(CLM)
REVISED: 03/16/06 (DOCK NUMBERS)(CLM)
0 30' 60, 90,
v GRAPHIC SCALL 1 ° 30'
PIN# 6396.19-50-3948
PIN# 6396.18-40-8696
SHEET: 2 OF 5 C.A.M.A APPLICATION PIN# 6396.18-40-9763
SITE PLAN PIN# 6396.19-50-1840
I E LINES
210 RADIO ISLAND DRIVE
RESIDENTIAL & BOATING COMMUNITY
REFERENCE: DEED BOOK 306, PAGE 347, DEED BOOK 377, PAGE 317,
AND DEED 732, PAGE 841 OF THE CARTERET COUNTY REGISTRY
BEAUFORT TOWNSHIP, CARTERET COUNTY, N.C.
LEPER: TIDE LINES, LLC
1450 E ARLINGTON BLVD SUITE A
GREENVILLE NC, 27834
[phone]
Baldwin and ASSOCIATES SURVEYED: JP APPROVED: JSJ
ENGINEERING LAND SURVEYING
AND PLANNING DRAWN:EW/DWL/CLM DATE: 03/03/06
1015 CONFERENCE DRIVE
GREENVILLE NC, 27858
[phone] CHECKED: JSJ SCALE: 1" = 30'

LEGEND SEEDING AND MULCHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
R/W = RIGHT-OF-WAY OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
P =POWER POLE
LP =LIGHT POLE DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
L
MSL = MEAN SEA LEVEL USED SHALL BE DETERMINED BY THE ENGINEER.
FFE = FINISHED FLOOR ELEVATION
EP = EDGE OF PAVEMENT
CLR CENTERLINE ROAD
LIME..................................................2 TONS/AC
FH = FIRE HYDRANT 10-10-20..........................................1,000 LBS/AC
WV = WATER VALVE 0-20-0..............................................500 LBS/AC
GYE = GUY WIRE STRAW MULCH, . . .......................2 TONS/AC (AFTER SEEDING)
ES = ELECTRICAL SERVICE ASPHALT TACK,
• ...... • . • ................. .200 GAL/TON OF MULCH
WS = WATER SERVICE
EIA = EXISTING IRON AXLE
ECM = EXISTING CONCRETE MONUMENT ^ JANUARY 1-DECEMBER 31
•�- = NOT TO SCALE 14, 50# TALL FESCUE
x = EXISTING MSL ELEV. 1929 NGVD Qz 5# CENTIPEDE
() = WATER DEPTH AT NORMAL LOW WATER (12/02/05) ono^ 50# PENSACOLA BAHIAGRASS
LI -LJ = EXISTING ASPHALT 500# FERTILIZER
EXISTING CONCRETE 4000# LIMESTONE
C, = EXISTING GRAVEL BASE
L _ SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
� = COASTAL WET LANDS
- - = NORMAL HIGH WATER JANUARY 1-DECEMBER 31
'~' -EXISTING BUILDING 75# TALL FESCUE
'- - - NEWPORT R(VFR 50# PENSACOLA BAHIAGRASS
= NEW BUILDING (TR/B iR)j1-9 500# FERTILIZER
EXISTING BULKHEAD 4000# LIMESTONE
NEW BULKHEAD 4y Q�
- - - - = 75' AEC �?m ,� m
= 30' SETBACK 9 J 5' OPENING ; 5
= NEW PROPERTY CORNER Q (nP)
3 87°09'21 " E (0.5 ��•�
18.46' /M RINE HABITTATTIINTACCORDANCE
=TREATED WOOD WALK �•� 05 �1° 65'06' 3" o 0 o WITH NATIONAL MARINE FISHERIES
2 REQUEST FOR MITIGATION OF A
= FLOATING DOCK OR PIER �.\ \ �� _ \2�° ? " 6 ' - w POTENTIAL
LALREDUCTION
E UCTI ONTAT
4" SERVICE BOX TO BE
VULCAN MODEL #G8471 WITH
#G8460 UD MARKED STORM.�
6* ABC-\
PAVEMENT
SLOTTED�
FLUSH
omTYPE CAP WOVEN
ISCHEDULE
FABRIC
'40 PVC
OWOVEN
4* CLEM SAND
FABRIC
OBSERVATION
US FOUNDARY 5105 VALLEY
GUTTER INLET AND 6148 FRAME
TOP DF BLOCK 5.50
N.H.W 8n
12" PIPE SEDIMENT GUAGE PAINTED
INV. 4.43
W/ PERMANENT WHITE PAINT
12" SEDIMENT ZONE 0.75 #57 WASHED STONE
#57 WASHED 4 244 _Q�
STONE °
2" PVC 2' PVC
WEEP HOLES WEEP HOLES
SEDIMENT TRAP DETAIL
�.)
t \� MAINTAINTAIN 5' 5'0� ��� '�35'71 M� 24" X 36" INSIDE DIMENSION
_ nN - _ v' _ - - - SEPARATION FROM' `1' (3,0) �5.3) (N.T.S.)
POND ,. � � y xL 6 COASTAL WEl LANDS x 4 4 6.7 )
c4.9
V: 1p 'k y 4- PUMPOUT � � M� M� >(5,3 )
_ 6.5 M� NEWPORT RIVERS
Y
/ ` 1 (TRIBUTARY) X (5.7) -
/. 2/ / EIA �y_ : _* �, .NORA�J; HIGH\VATER LINE ��D .v , 9 I (z.7) s.z LLp
' x x-: .'r�" "• a �.X -4., X 0 0 m ii
1.6 / / x - x� _ ,� �; • �, �� w3.5) NEWPORT RIVER
._._._._._. 15 N- I d 4.9 � �%l� X-6.4 2 O
/ k x \• , - - - P�20VIDE TEMPORARY (TRIBUTARY) an (5.1)x (s. 1--�
/ cu \x + •1• J% SILT FENCE ALONG \ I >' -6.5 x 9ILLJ,_ N DRAIN DRAIN
/ Z / \x �aa.. • • • -COASTAt� WETLANDS \ o o UPON THE INSTALLATION OF o 1i'm� w ~
2.3 k \ ¢.'_ ` < z 00 X as 3¢ INLET INLET
x / 3p• 1 iIT� �F .7 x x }_x \ \ I 1 91 THE BULKHEAD INSTALL SILT ��� tO M� f: m�FI A�� �Q (') �' 6" INC 6" PVC
- - - - - / o / S x OIASTAL o FENCE ALONG 1 HE PERIMETER Z S o C9 ROOF
DS \. ` o o I I OF THE PROPERTY (TYP) 0 _pv=� (51 ? �in-H DRAIN
2.2 / o -\x r;i 3';,\. 4.5' 34.5' �s7i U=' 3Q too t ti�� NEWPORT RIVER X�4:8)
\ W TRIBUTARY M�
o c x NW (a.o) 3 Zto W 0E-� )
/ r / ,30 OORING w x 5.4 (3.8) O 3¢ ISO- »
N 5 2 $ 8 DRAIN UNE
� . , •-- / \ / ILE (TYP) (4.4) x FW -,,-MOORING 5, 54 V' • -5.8 (4.2) U = 4.5' 34.0' 4.5' 0 G (3.6
z 5 6 W f/1 PILE (TYP) )
\ O X (0 2) X- - V --:-� r` X -5.3 -5.0
/ N i //„ . �• - 0 1 ( a sz o �6.0'� w • ° 3.$)
ILO x •
W
N / \x�_ w A iL FINGER vx(4,o) (z.$) (5.3) m ) 20 FLOATING
G X EXISTING -4.7) I
e (TYP) (4,6 5.a 4.z 6• 4.67 FINGER o
N 5 N _ x 7 O O J`M -s. - x >42< PIER (TYP) + .) 18 19
U N O \ P 674 d(�g`4' 4' 4.48 �Z 6g X-'.' (z.$)
3.0 _ /2 N 4 / x (\ s Rly oo �� © O ® V 1 j^- PROPOSED 4.49 4.6s 14 O a SS >
2$ BOAT LIFT 4.6
4 I �. Cj O N \ / 4., o PROPOSED .. O 16 17 X
21 11 12 13 15 (,.7) (z.$) 3.z;
BOAT LIFT iq 3.t
H 3 2x DO n 3w 4.0
I ti ki 4 p o 2 i x� 4.8X d'i: �136a (2.9) DRAIN INLET CLEANOUT
PROPOSED t,3) -�i
44: �' ai O 1� x PROPOSED 2 BOAT LIFT _2.7 PLAT-�P\q X-4.3
2 / N x BOAT LIFT o - --A-N, (o.1) - - RD - - RD -
0 1 �x"_ o FINGER N x- ' II / 0.2 -,.s 3:eo 78- DRAIN LINE
" ILDI G �� K 4'4 h x 8" DRAIN UNE
30' x` jljl! C4 PIER (TYP) PROPOSED DOCK I /
N ..�� x 5. 5 H C.W. C.W.
�SC x II:" 26
4 k! ' 4 ri K (5.3) X-- PROPOSED 23 3, 4.7) 5. > BOAT LIFT c 43 x: I� :x 8 BULK EA�J 3.76 3.74
C13g 6.9 6'hC X x-X_x I BOAT LIFT 5 Ns., I 1 }S k' x x 3 504 //X3.9 c.
--''•Y,t.O 3.73 N DETAIL
_� - x F .9 4 9ti ROOF DRAIN
_ ,E3.71 3 AAJI. 25 BO PROPOSED x x 3 x X m l Q I3.83
P-1 6 50 b 7 I I Y PROPOSED 24 71r 4.57 I D " I \\ N.T.S.
BOAT LIFT
4.: \
� , •3. 7 I x4.9 I " X3.6 4.d84.39.. 4 �\ \ I OI \ \
TC x3 ` 3: i o a.52 -nl \
NC STATE PORTS AUTHORITY % 6.20 3. < - ` _ l 0 3.8 F UPON THE INSTALLATION OF I I 1 30
j x 4 �83 g THE EULKHEAD, INSTALL SILT
x FENCE ALONG THE PERIMETERa.2 \
, r _
F E PROPERTY -
PIN 6396.18-40-7671 DLO o 5 5' o ,',' ;` p, ( 0 (TYP) ( O a I x \
N
Y ( a ?C
(i'• .0
O
X•
"'v111 i 1 ))
U - 3 1 I Lu 1 to x 4i 4. 5 \ <
Oi N 3.8 2
"
/ . SERV Po
t
, a.c 3.7 � N
I x 4.0
j a a
N 1
- u 5 /
.4 _•3 A O1 /N O (2.3
7 4/ a 4.C'- o�`.- ( / I ING A B
-- x ti �.: 2 u N
TIC
3.,7x \ i. 4 W li 1 Ci t�' O TC \ 3. X x - i / I -n -n ?t n z , 2 -n m
} •` t` W Pfy :n .1 n 0 :,e =n A ry I �X4., �
58X.5 UIL ING, ``x --1_4. a.bl° S'x'x'�X'W�x i I ?a 4 !,y m I `6N
} n N F y so 6 5Q o e x
:.
x �! J J
O p of ':; •, `;.3. :..; ;.. �- Df _ "". .7(y `•° :° _,5,o UPON THE I
.,� - is NSTALLATION F
Y9 20 : o 0 0- THE BULKHEAD
.3 O � --08 INSTALL SI T
to
'77'-
O ,,:.. 9 I:, <..-r., . ,.. .. .. ': .. ..::.•<.::;- eo 4 • FENCE ALONG fHE PERIME�
g OF
4 4
1
x OF THE PROP \
ERTY TYP
,
/ \ _..
l )
T4C CV o
5
TC. .
Z
4.5
X
a:
OsVD
z -
_ TC
_ ..... ....... ........ of -
BUI ING D
,
RADIO I
tc. , , . , OBSERVATION �: ,:. :...
MART
.. TEMPORARY ,,, .. .. ..: . _ ., RHEA ..... ... , ,
,
.�. _ v�
DB 853
a . >_._ STORM .� ,..,.. , 1:0. 9 9 6bVED . ,. ..: < PG 511
...... a.7 _.. ,..._,.-., WELL _ ,.;. �„ -
xs 1 ) o
_6.50
DL DRAIN 1
TC
....... ,- INLET
5., ... _ ....1
x SEDIMENT
TRAP TYP .:
s.2o
x ;.,fi PERFORATED 6
c P
- ';:: I .,. I; ..,, TC�-EXIST. LP ,_TC, II
x _ s,2o ! - ... ;� s.7o oBsE .! CMP (tYP) x�
/6.50 (TO BE REMOVED) r • 6.20 WELL TC'
CLJ oUSE- * 7C:. - ) 6.20_
/ x 2 SLOTTED - F.f.E =9. 0 _'(P a.s 1 : _' _ 6.2 v . > -- IC x
sa.33 x 34 `TP 6.78 --°TC_ , 12 SLOTTED DRAIN 6• x I
;z 6.78 n 6.20 �.s x';_° ' i fi 30
\ BOX \ 4,4 }ta TC
\ ❑ TC TO;I Faso 6.70 12 CMP TC\ TC
x t a TC 5.30 6.30
FH PP \ 5.5 5.9 L 5.oMmim 0 6.30 TC Cor.c- I x 4.7
R%W_ N 55°44'00" E 82.12' x-x-x-x-x-x-x-x-x-x-x- z x-:-max , - -.-x-x x x-x-x-x-x-x-�x-x-x-x-x-x x-x-x x-x-x-x-x-x- - x-x-x-x-x-x-x-x- x-x- x T-PED
IP - - SEWER VALVE GYE L S 55° 00" W 559.54' (TOT) 4.4 X4'� - 42 o S 55°45'33" W 149.98 �.` R/W PP
\ EP `-
_ �----------------------- - - - - - �- �EGM
;. x
`? 5�':�.'20" �f- 1.7�,, ,� ECM - <-
43 �E---------------------- ----------- ---
----------'---5 ---------- p 6 EP X DW
'3E--------- - �-----3�EEE-p-------------- --- x1'.4 p 4.2 EP _ tiEP /
EE d33 r r a �.E2--- 996--�--------7C--------------X - X EP
-- ___ r . n 570 \ EP r r " 4.24 4.25------------------------- X iE------'��iE COHC. ��
_ ( _ - - - - - - \CLR/ // 50 X20 X6 CLR 4.76 50 X20 X6 7- - - - r r " 4.25
EP 4.26
CLR \ - -6- - _ 6. 9 /� TEMPORARY XSL s xs., 6/I TEMPORARY n.3z CLR 50 PO A 4•z1 Cis/ / / \ 4 TEMPORARY \ x cup ) �.ss _ CONSTTRUCTION z \ XCLR CLR
CLR x - x / CONSTRUCTION CONSTRUCTION '� x CLR �•
of ENTRANCE l/TYP EP 1 P a.oa CONSTRUCTION 4.15 x
\ EP 5- ) 5.41 \ --- ENTRANCE (TYP) - ,.30_ 4P5 ENTRANCE TYP EP ) 4.zs 4.ao y,
_ (_ )- - - - - - - - ENTRANCE TYP p�
EP ----------�-iF.97-- ----- ------y=�E----------------------------------------- ------------------�P
-WED
6t---------.--------,- - - - - - - - - - - - - x'----- -x--_E------ t
5.09 388 375 3 ------------XEp3---------- EP- - - - - - - - - - - P X 4P9
y/ �y Q (�
WATER 3.97 4.10 r' At' R 1 70N6
vAULT BENCHMARK
_ _ _ - F F F F F -RAILROAD SPIKE IN PP 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 F a' L �;i
ELEV.=7.07 F %1 S � � � /�
r r F F F F F F EXISTING 12" WATER MAIN REVISED, *28/061� TCO sM,
F F - F EXISTING 8" FORCE MAIN /
(NGVD 1929)
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--w--w w w w w- w w w ww w(-w w -w w w w w w w w w w 30, 15, 0 30, REVISED: 03/16/06 (DOCK NUMBERS)(CLM)
R/W RADIO ISLAND DRIVE � R/W GRAPHIC SCALE: 1" = 30'
(60' R/W 19' ASPHALT PUBLIC) P-1 PIN# 6396.19-50-3948
NC STATE PORTS AUTHORITY
(LEASED BY MOREHEAD & SOUTH PIN# 6396.18-40-8696
w°�GARq���►���f�g�� PIN# 6396.18-e40-9763
FORK RAILROAD nca �° .1% SHEET: 3 OF 5 C,A.M.A APPLICATION PIN 6396.19-50-1840
CO.,•• �° •°'• Esc°°'�.., #
PIN 6396.19-50-4822 f {, EROSION AND STORM WATER MANAGEMENT PLAN
2.00'
UPON COMPLETION OF PROJECT CUT
• REMOVE WOVEN
SLOT
ELEV. 6.50
WOVEN FILTER FABRIC 5.87
0
12� TO TEMPORARILY PROTECT----,
SLOT DRAIN FROM SEDIMENT 12* PIPE
PREFABRICATED 12*X6'BURY
---
WOVEN FILTER FABRIC
TEE WITH HUGGER BAND
INV. 4.43
.�
NI�JI#L�IMIL��h�IM�MNIIIN�IIIIN
_IINMINIII�IIMIN�NMIMIIM1���,
- BAND
6' PERFO
#57 WASHED STONE
•
ai��.• i•.'. �1��:tr. _aim 1.-R�.:•-
�_� ice_
�� _ • •�!-.���rZ+rli.0OTTOM•
•
• •
••
• •
r
CLEAN •
•
•(SEASONAL
INFILTRATION-
ENCH
DETAIL
CONSTRUCTION SCHEDULE AND MAINTENANCE PLAN
UPON COMPLETION OF
�CTiON 9CtiiEQt1LE: 1.00, PROJECT CUT AND REMOVE
1. OBTAIN PLAN APPROVALS AND ALL APPIJCABLE PERMITS. SLOT WOVEN FILTER FABRIC DRAIN
2. FLAG UMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND EXISTING GRADE
ESTABLISH GRADE LIMITS AS NEEDED.
3. HOLD PRE -CONSTRUCTION MEETING WITH GRADING CONTRACTOR, BURY WOVEN FILTER FABRIC
NCDEHNR REPRESENTATIVE, PROJECT ENGINEER AND OWNER. 12- TO TEMPORARILY PROTECT ;
4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. PREPARE SITE SLOT DRAIN FROM SEDIMENT -
DEMOLITION. PREFABRICATED 12"X6" •
5. INSTALL SILT FENCE ALONG PROPERTY UNE AND COASTAL WETLANDS. TEE WITH HUGGER BAND
6. INSTALL AND BACKFIH NEW BULKHEAD. 12" PIPE ,
7. INSTALL SILT FENCE ALONG BULKHEAD. e
8. CONSTRUCT BUILDINGS. HIGH SLUMP CONCRETE
9. AFTER BUILDINGS ARE "DRIED -IN" AND SHEET ROCK INSTALLED, INSTALL
INFILTRATION TRENCH SYSTEM. 0.25' 0.25'
10. INSTALL GEODETIC FABRIC AND PROTECT SLOT DRAINS. WOVEN FILTER FABRIC
11. INSTALL UTILITIES. 0.50'
12. PLACE CABC AND ROUGH GRADE STONE.
13. INSTALL CURB & GUTTER.
14. BRING LANDSCAPING AREAS TO WITHIN 6" OF FINAL GRADE, REDISTRIBUTE ELEV. 2.0_' SEASONAL HIGH WATER TABLE
6" TOP OF SOIL. -�
15. FINE GRADE PERMANENTLY SEED AND MULCH ALL LANDSCAPING AREAS.
16. FINE GRADE PARKING LOTS AND PAVE.
17. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF GRADING OPERATIONS. T A SLOT ®RAIN PROTECTION DETAIL
18. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURE MAY BE N.T.S.
REQUIRED BY NCDEHNER IF DEEMED NECESSARY.
111 INiENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRAC ncES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL,
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES 1 r"
0.5 FEET DEEP. EXISTING GRADE
3. ALL SEEDED AREA WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO MAINTAIN A 1s.o't
VIGOROUS, DENSE VEGETATIVE COVER. WOVEN FILTER
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON FABRIC
COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES. RIA Afl
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4Po APR 1 3 2006
Morehead City IDGNI
R/W r /
PIN# 6396.18-40-8696
SHEET: 4 OF 5 C°A.M.A. APPLICATION PIN# 6396.18-40-9763
EXCAVATION & FILL PLAN PIN# 6396.19-50-1840
TIDE S
20 RADIO ISLAND DRIVE
RESIDENTIAL & BOATING COMMUNITY
REFERENCE: DEED BOOK 306, PAGE 347, DEED BOOK 377,
PAGE 317 OF THE CARTERET COUNTY REGISTRY
BEAUFORT TOWNSHIP, ET COUNTY, N.C.
F(252)
R: TIDE LINES, LLC
1450 E ARLINGTON BLVD SUITE A
GREENVILLE NC, 27834
[phone]
Baldwin and ASSOCIATES SURVEYED: JP APPROVED: JSJ
ENGINEERING, LAND SURVEYING
AND PLANNING DRAWN: CLM DATE: 03/29/06
1015 CONFERENCE DRIVE
GRE NVILLE INC, 27858
756-1390 CHECKED: JSJ SCALE: AS SHOWN
CAD FILE: Radio Island/dwg/Tide Lines-Details.dwg
Ing - 9 AA

C/L INLET DRIVE
R/W R/W SOUTHEAST
R/W
C/L INLET DRIVE
a 0+00
F/E 4.32
R/W SOUTHEAST
---- 44' ABOVE GARAGE LEVEL
SLEEPING LEVEL
0
0
LIVING LEVEL
rGROUND FL. ELEV. 9.20'
o
0
j/ GARAGE LEVEL ELEV. 7.20'
6' BOARD
WALK
FILL
NM*
ELEVATIONS ARE MEAN SEA LEVEL NGVD 1929
( ) = DEPTH BELOW NORMAL WATER LEVEL
- - - - - - - - - - - - - - - - - - - - -
";�
-EXISTING GRADE NEW BULKHEAD
I
EXISTING WALL �(-
5.O',�-
SECTION 'A'
SCALE: 1 "=20'
6' BOARD
WALK
gill
``- XISTING GRADE
LOT EXISTING BULKHEAD ---1
EXISTING WALL -I
5.0'J
SECTION 'B'
SCALE: 1 "=2r'
NOTE:
ELEVATIONS ARE MEAN SEA LEVEL NGVD 1929
( ) = DEPTH BELOW NORMAL WATER LEVEL
FACE OF BULKHEAD
ELEV 5.0
MAIN DOCK 40' FINGER TIMBER PILINGS
51
CLEAT PIER - NHW
40 M NORMAL LOW WATER
NEW BOTTOM - EXISTING BOTTOMi�
EXIST. ELEV. -4.3
(2.9)
-EXCAVATE TO A DEPTH OF 4.0
AT NORMAL LOW WATER 45' OFF
OF NEW BULKHEAD
OF BULKHEAD
5.00 /- TIMBER PILINGS
MAIN DOCK MAIN DOCK
6' /;CLEAT - --- -- - /-CLEAT 'P) A 6'
7:k =* 1 �,
------+1-----a+-------- ------
EXCAVATE TO A DEPTH OF 4.0
AT NORMAL LOW WATER 45' OFF
OF NEW BULKHEAD.
c
"0 NHW
NN RO�MAI. L W WATER
EXISTING BC TTOM
--
EXISTING GRADE PROPOSED GRADE
--- --------------ifT.- mom
CONCRETE
DEADMAN I i N
WALE j
9 ( TIE ROD
EXISTING BULKHEAD d Y
BULKHEAD DETAIL
SCALE: N/A
NHW
NEW CORRUGATED
PVC SHEET PILING
BULKHEAD
— Q NLW
SHEET: —5— OEM C.A.M.A. APPLICATION
DETAILS
TIDE LINES -
AF'Rla1006
, {{
PIN# 6396.18-40-8696
PIN# 6396.18-40-9763
PIN# 6396.19-50-1840
210 RADIO ISLAND DRIVE
RESIDENTIAL & BOATING COMMUNITY
REFERENCE: DEED BOOK 306, PAGE 347, DEED BOOK 377,
PAGE 317 OF THE CARTERET COUNTY REGISTRY
BEAUFORT TOWNSHIP, CARTERET COUNTY, N.C.
LR: TIDE LINES, LLC
1450 E ARLINGTON BLVD SUITE A
GREENVILLE NC, 27834
[phone]
Baldwin and ASSOCIATES SURVEYED: JP APPROVED: JSJ
ENGINEERING LAND SURVEYING
AND PLANNING DRAWN: CLM DATE: 03/29/06
1015 CONFERENCE DRIVE
REENVILLE NC, 27858
252) 756-1390 CHECKED: JSJ SCALE: AS SHOWN