91-02 Oversized Plan

x" 0
90
m�_0
x v
-+
n o
D
Z
Z
r- O
� r
X -i
l
n
0
r
n
Z
0.
w
w
HUB &
TACK
SET
120'
EXISTING PIER t
+
I 1 1
L
I
r T
Li j ( ;
t
Cc ' 1 t
!
co
o I T 1 t
1 +
+
1
I
I
1
I
;
) C
...J
t
!_,L (~ '
1 D
I
75'CAM AEC LINE`-
STORMWATER OUTLET
t OVERFLOW & DISCHARGE
EXIST. I C)
I
!
PIPE 28 LF 18" RCP La0.3%
-�- OUTLET PIPE W/18"FES
CHANNEL I
1
;
' r T & 6'x6'xl.5'THICK RIP RAP
MARKER 1 (f}
I
x
179 MARSH LINE
I 1
1 f1 i INV. OUT = 4.10
+
OPOSED UNDERGROUND
PR
o Y. x
3
" !
I t ELECTRIC SERV. PED.
1 frl
I
s b,�,
MHW LINE
,�
e 1-EX.
�' POWER POLE #NJP46
Est 16
rT I
x 0•Ii
1' 4,85 66
►.
f W/ TRANSFORMER
2. 96
I
I
{
~
_ RIPARIAN ACCESS BOUNDARY _169.82 4'' _ _ - - - -
- - '
Se "
'l r .3s s,s
4, 3•� 9 s !
T ! TRANSITION COUPLING
�+•-EX.MH PROPOSED UNDERGROUD
>
+r+
12" MOORING x
PILES (TYP) �', b 6
6S 9
+6.2 ;
9i NEW WCIQ�5 !
f ' �'-"�- ELEC . CONDUIT
1
RIPARIAN SETBACK
I LINE
��-/'
" 9j
JACK & BORE 36 LF 20'
STEEL CASING 0. 3%
(
DREDGING
3B / LIMITS 0.2
x 6• ;
T 1 a
8.8 ! (5' BEYOND EDGE OF PAVEMENT MIN-)
I C�
1 a
�0
0 03 o
Iy
(
( v'
s* I
0 s66' 15' 15' 15' 15' 6` t2 }
6,73
"
�; cs 17.8
,)
1 11 1 JB sr2
N[MNV1 g4.42
C7
i
AREA OF
;)
Thls. 6 2, +4tx0
RAMP W/
301AhIL5
i
` ! IN PROPOSED C. I .VALVE BOX
T S.INV•OUT = 4.32 3 "
I
t
+2,'
O
i W/ �4 METER SERVICE
•
y
�'E
RIPARIAN
of
®.
+2'� ►
I Q EX. 3/4" WATER TAP
ACCESS
m�
a
5.52
e
{ 10o ` -1
I
61 '
a
- -
APPROX. TOTAL DIST. ACROSS TAYLORS CREEK
SHORE TO
SHORE=378.5'
"o
_
j h -
z ,
� OA
i
x
� 1.62a 9 r
T 1,0. Sox
-
1 >{
,�
r N
0 ?1.3 x
3��S
sy 6• °;
9!
t 11 P V I EL
r m9.f4
I <
1m
rn
7 y
2.501""r$4
i
1
I
1 +D
1
nI
39 0 'Jp '
0 1
e
!
T '
PROPOSED 2" SCH-40 PVC
>
o
BOAT LIFT PILES MHW LINE
LINE NEWOODS
.
1 ELEC. CONDUIT AND
_ -
R I PAR ITN SET8ACK WOODS LINE _
j i
2" SCH-40 PVC WATER LINE
{
I
I
2, •-• FREEBORED UNDER EX.
+
7. T e 8A +
�"
1 O
1
4
1 EX. CONC, DR I VE PAVEMENT. NCDOT
!
Iz
i�
--- _----
----,--�---,�
8.1
I i ENCROACHMENT
RIPARIAN ACCESS BOUNDARY 1 58. 30 2
93 f
AGREEMENT REd' D .
f
1
9g
1
A,
j3'66
6. I
t s°
PROPOSED 200 AMP METER BASE
1 >
1
'
' (
1 ' ► LOCATED 1' MIN. OUTSIDE OF R/W
" t AND 10' MIN. FROM M.H.W. LINE
z
i
NOTE
'�
>
' 9(
1
1 ! !
z
_
1 , CL INT. FRONT ST.
1 ('T'1
I A• EXISTING BOAT
LIFTS:
+ � '
s3;
/1
11 i � &CARROT ISLAND LANE
r-
#' S 1 THROUGH
6
!
T 1 f EX. EL.- 8.95
I
I B . PROPOSED BOAT
LIFTS •
1
I (
j
1 1 Ex, 8' C.I. SANITARY SEWER LINE
r j `--EX• 2' GALY, W/L
{
I
5 7 AND 8
1"7-
+
I
I
EXISTING
'
1
IBOAT
� 3 P IERA
Ex. 8' A.C. W/L
s``I _j 4
`,"
v
0<
O
VICINITY MAP
(N.T.S. )
NOTE:
1.) AEC 8 !HATER DEPTH IMFOPMATION SA'SIM ON
14Y0R06RAPf4IC UIRVEY PERFORIEC Of STPUZ
ENGINEERING ON 11/25/96.
2• i BOUNDARY INF>Ji111rRATION BASED ON SUPY Y
PERFORMED SY E. GLENN C'tiWT?. P>:..S. &
F;NAL PLAT P'REPAPED BY STD EW l"EfRiWo
DATED: 7/5/%
3.) PPOVIOE 2.5 CCA WIN, RETENTION MAPINE
GRADE OK SSL E TPEA TED UA1>B P FOR
PIER', DECK. PAW & KAN00AIL CMSTFUCTIOW
4. s ALL NARDWAPE SMALL K KARIK CPA"
HOT DIPPED GALVANIZED OR STAINLESS STEEL,
5.) FINAL LOCATION W O l kE NS I ONS OF PPOP -
POSED GOA*MIWWiITY PIER ,SHALL BE STAKED iN
THE FIELD BY CARW FIELD OFFICER.
ENLARGED PARTIAL SITE PLAN
30' 15' 0 30' 60'
tT SITE DATA:
Y
H-SCALE* 1"-30'
-SCALE'
S C A L E � 1 + ` . 1 � r TOTAL TRACT AREA = 126,615 SF
R/W W/IN TRACT = 7.310 SF
PROJECT AREA EXCLUDING R/W = 2.74 AC
0. cc w u w NO. OF NEW LOTS = 11
20.0 F 1 t 1 I 1 OPEN SPACE PERCENTAGE = 19.9 x
AREA OF ENVR. CONCERN = 9455 SF
! + j EXISTINQ GRADE- ( ! IMPERVIOUS AREA W/IN AEC = 0.0 SF
j ; +• 64' 1 EX.�TREET GRADE ACOE MAX. PROJECT DEPTH = 15.0'
MtNy TOTAL SUSPENDED SOLIDS REMOVAL = 90%
RAINFALL STORAGE VOLUME PROVIDED = 6,600 CF
TOP OF PILES 7.0' .!V !Y 6' ,6' 6' 6' 7.6 el 7, ' 7 7• ' 7.5 10 YEAR STORMWATER DESIGN FLOW = 13.2 CFS
G ( REsdA! I ! WET DETENTION DRAWDOWN TIME = 3.5 DAYS
LL f
sco-
MAIN PIERTT -
,'. FEsS.)T MSL --+�h 20' EEL CASING o 0.3%
FINGER PIER EX. 18' RCP a 0.3%
- •► % 14tIM I i FE•4.33 MSL (TYP.) ...
+1 � c- 1 -NEW 181 RCP p 0.3%
I
18' F ES
MIE.Ah H I6�t WAT£F. aL G • C F T �, > INV, f_il T = 4.10
START RIP RAP
1 REVISIONS:
W �'� t} 6'MiN FROM MHW
MEAN LOW WATER �' �++
10
-__.----- --�___-___ _- -_r_ -_ __._
=i �' , - - - - ' -, - _ _ r\ _,d -.� E7K.MARSH �.� � � ti No. BY BATE DESL'RlPT/ON
V GETATION L�G
_ _ _ _ $ _ ! RDC 9l 26/01 ADDED BOAT LIFT
a - 6 " PILE -1 0. 0 FT �� DREDGING
JB #2 2 NLW 5 o2/o2 BOAT LIFT DETAIL
13.G' -- �.` Z ? / LIMITS RIM EL.=8.95
12" MOORING : / N INV. IN = 4,42
PILES (TYP) S.1NV.OUT 4.32
� MUDL INE
EMBEDME IN•
APPROX. BOTTOM OF CHANNEL 1 �i'" NT CAM SITE PLAN
�._-.--, .-_�.�...
_ _ A SI AN
, r------- ------
-2 O O FT PROJECT DEPTH 15' ADD /-
G 1 _
.�1612 F� �N T STIDET
i 1 TOWN
BOAT LIFT CROSS SECTION -30. o FT OF BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
_
NTs o0 0 0 0 0 o CLIENT:1612 FRONT STREET ASSOCIATES LLC DESIGNED:
o UJV
ADDRESS-.P.C. BOX 659
BEAUFOPT, N.C. 28516 DRAWN:
a a a a a a
WAG & DJ V
STATIONING 1 "=30' .•`' QH C•� PHONE' [phone] CHECKED g RUC
.• �JTC Z
PROFILE ,=�� oFESs/o�ls% APPROVED
Q _ STROUD ENGINEERING, P.A. -
i S3EA * HESTRON PLAZA ONE SUITE 102 J TC 8 RDC
SHEET *1 OF 1 : - 1 0 HEAD CITY, N.C. 28557 DATE:
PROJECT *� PM11B0 , ,. ' ��� I 9 47-74 n `
4. ,NEtiQ:�,Z4tr„+ (✓' 08/14/01
_. 6C2D.DGN ���.'�� SCALE:
DESIGN FILE 1150'�8
2 r %1 �•'. _ ON AS SHOWN
,�r� AL D, CLLLIPHER F. .