13-13 Oversized Plans Sikorski, John

srRArrs ROAD SMYRNA
\ EXISTING IRON PIPE FOUND
GUM TREE MARKED H K PAGE INVESTMENTS, LLC I-.� C GRAPHIC SCALE
DB 959, PG 376 CHANNEL MARKER RED 44
PIN: 7346.03.03.7805
�ONC ` R�
\ D� D►>DN 15 PIGOTT ROAD -� nl�f�Ty 100 0 50 100 200 400+
GLOUCESTER, NC 28528
8.47 ACRES INGIS)
NOZONING
J GLOVCesre i ROAD
\ 1•04. t, EXISTING IN FEET
\ O BOAT RAMP 1 inch 0) It. SITE SITE
o I� a f Existing Conditions
EIP 4,1V �Map
" TELE PED MA
R
J�i SHALLgERG
' • • Vicinit
�,,,,, 14?3"t• � ``"� Existing Dock y pNTS)
off.
0�\` s6J 3s, WATER DEPTHS AS
r- / SHOWN ARE
NORMAL LOW
Q. V WATER, TIDAL
/
dwa1P Existing Riprop 79. DELTA - 2.3 FEET
nrd / _ _ _ _ _ _ _ - - - - Riparian Corridor Limit - - - - _ - - - _ _ _ _
�5 Extent-------------------L------- -------�3=6----------------------- ---- ----- -------------------------------------------------------•---------------------------------------
/ J//•� Coastal I i , (� 1 I , I� + I kF ��10 T2.� 02.8 ,0 •9 15ft Riparian Setback
P Centerline Wotionds i 1 i '1 sd1l i 1 I` I ,p*cAti JOHN SIKORSKI existing
/ R PIN: 7346.03.03.3860 Swale/d(tch,
DB 1125, PG 263-�. I i 1I 0� ( i `� I 82.8 1919.0
610 PIGOTT READ `*
GLOUCESTER, NC 28528 I �; l� ,I 1 1, I 2 STRAIT S
/ 8.13 ACRES
\ 1 03.2 03.2 22.0
r} NO ZONING , ti ( i t 2 3.2 03.3 03.5 03.3 63.2 493.2 193.2 82.9
• Wetland ..
•�n° \ I T �p •8 B p �3.5 �3.8 �2.6 19.0 918.3
• NORMAL \ Z ,I 1 I , 2.8 �i
A HIGH
2.8 ®2.8 16.3
1HIATERSS.4
�JNE 3.44
WEREOBSERVEDERVED
/ IN AREA OF
/ IPS 7 IPS 2 TELE PEDS -fin i `� d8 D� SURVEY
0k ist � h_. WRING I
_-__ WA_�-_ �- -, 15ft Riparian--- Setback _ _ __
MARY LOUISE NELSON RS LANE- .-. - ►` - ' r \ i '� '_----j"=----- _---- ---- - - _ ------ ---_---_----- ---- ---- ------ ------_----- _----- ---- ---- - ---- -----
/ / (15 WIDE PRIVATE LAN CM -�_�"- -4+7'' Riparian Corridor Limit
PIN: 7338.04.93.9823 E) EIP "'� ------e+_.� Existing Riprap
DB 843, PG 402 PIGOTT ROAD DALLAS D. ROSE CHRISTOPHER SHUE I -. --- APPROXIMATELY 4600' TO BROWNS ISLAND
GLOUCESTER, NC 28528 PIN: 7346.03.03.1449 DB 876, PG 157 PIN: 7346.03.03.1396 DB 1127, PG 230 ----"`•��_iJ
/ 4.15 ACRES (BY GIs) WATERS LANE, GLOUCESTER, NC 28528 WATERS LANE, GLOUCESTER, NC 28528 Existing Dock
NO ZONING 0,707 ACRES (BY GIS) No ZONING 0.927 ACRES (BY GIS) NO ZONING
I� ■
I 404 Wetland Line I �I 15ft � R--i a-r-i-a-n---S--e-t-b--a-c--k-------------------------------------------------------------------------------------------- --------------------------------------------
(Including
! Coastal-
!` Wetlands -Extent I r i i 1 I •� 2.0 All Boat <
as noted 1.2&.32.8 Lifts Some
I i Dimensions
i .0 Railing to
10
I ® prevent:
- ,
o 12.5
access t
,,. \ I� AREA SAV's platform _Lo
% �y OBSERVED PRESENT ( N Finger Pier Boat Lift
1.0 & DURING V
7Tr-
1 2.8
SURVEY00 6
00
Railing to
g
`� `A__�- - ,� �►i. 1 prevent 2.5
E
f►�u��y /
access o
�- _ w \1.8 4 3f t x 28ft
�,�� •,, �- 1.2 from o c
I -► Finger Pier
�, �� ..,�,�,,_ g Landward 'sr'm- I ; ,�� "� platform a
v 2-
I- '`'•�,,., p 4 (Same for all)
Extent �,;;,_ 1.0 _ 0
-r I rear r-
Coastal I 1Q I 1 i 1 I 1 i r r I
Wetlands '~
y
JJJ
4' --►)
Walkway
� landward of Old
Coastal �•.,; S�`t Manmade
Wetlands •.� q� Boat Basin
Crossing Old C
Manmade
Boat Basin
1
/ \ 1
i
i
\ 11
\S 1
LEGEND,
O EIP - EXISTING IRON PIPE
O IPS - IRON PIPE SET
a CONCRETE MONUMENT
POWER POLE
ADJOINING LOT LINES
=- 404 WETLAND DELINEATION POINT
�1 Normal Low Water Depth Location
® Boat Slip Number
_ _5- -� Existing Contour
--<D--Proposed Contour
Proposed Fill Area
z.
CURVE TABLE
CURVE
I LENGTH
RADIUS
CHORD
CH.BEARING
C 1
1 243.57
388.59
239.61
7 "
C2
1 145.40 1358.84
144.40
4 •4 ' "
y
LA
C)
I
1
=
I I
I I
I 1.�
I I:�
rConnecting Walkway Section
1"=5'
Existing
f Grade
0 NAVD Construction w/ P.T. Lumber, HDG or
Better Fasteners & Appropriate For Use 8
Location
/ / ,, / / I ti / / \ ,
All construction subject to structural desk
selected manufacturer specifications &
applicable Building Codes & standards.
1.2 4 ofi -.- P i &
276
1.2 I 6 3.2
2,7
y
7 1.5\ 1. �-
� 3.0
For section of pier over water, including 0 Note: Waterward
extent of
platforms, and finger piers, the following shall proposed finger
apply:
-- ®
• Pilings shall be installed by driving (rather piers & Boat
G� than jetting) Lifts unchanged
• Pilings shall be spaced 1Oft on center (from initial
(other than terminal instances with Railing to submittal)
dimensions < 1 Oft) prevent
�O0 Structural design shall accommodate span access to
between pilings platform NOTE: Platform location
• Gaps between all deck boards shall be a unchanged (from initial
minimum of Y2" i,,, submittal) except shortened
• Pier elevation shall be a minimum of +5ft co equal amount from each end
X Normal High Water. Platform and finger
piers may be stepped dawn to no lower
than +2.5ft Normal High Water. Proposed Conditions
• All construction activities for the pier will Enlarged View
occur during periods of water depths 1 =20
sufficient to avoid barge resting on the
6 bot tom 15ft Riparian Setback
- -------------------------------,---------------------t ------- -----------------------------------
r
' �
f
� /
I' \
/
n,
,
Minimum 3ft from
bottom of decking to
wetland subst ate
�
/
//
\// %
/�
Timber Piles
\
J//
n
� � ro
�
I'm Ile u,
/� �
/
\
\f .\ \i \ \/ \ \
Now
,y
M
J A N 10
Finger Piers & Lifts Section - A
it, =5'
in addition to the pier, platform and
walkway construction, grading as
indicated by the finished contours
(followed immediately with permanent
stabilization of disturbed areas with sod
or gross seed & mulch) is proposed.
Planning and Permit Facilitation by:
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planningand Development. ssistance
P.O. Box 827 Office 252.354.491�
Morehead City, NC 28557 Fax [phone]
�15.8 015.8 '99.0 S5.0
CHANNEL MARKER RED 46
Boat Lift Finger Pier
Construction w/ P.T. Lumber, HDG or
Better Fasteners & Appropriate For Use &
Location
All construction subject to structural design,
selected manufacturer specifications &
applicable Building Codes & standards.
General Notes
• This plan document for NCDENR-DCM
CAMA Permitting Purposes ONLY
• Construction shall be in accordance
with all applicable Building,
Accessibility & other Codes and
Standards.
• All dimensions, locations, utilities, et
cetera to be carefully verified by
owner and contractor prior to
stru.--tural or other further design
&/or construction.
CF6TM,NtJ1N at
NOT RELEASED FOR CONSTRUCTION
Topographic Survey / Base Map
Provided by:
Newcomb Land Surveyors, LLC
246 West Millbrook Road
Raleigh, NC 27609
[phone]
fax [phone]
REVISIONS
9/14/12 per CPSI
9/21 /12 per DCM & CPSI
10/3/12 per DCM & CPSI
1/8/13 per USCE & CPSI
1/9/13 per DCM
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DATE: 8/16/2012
PROJECT: 11-033
DRAWN BY: JF
SHEET: 1 of 1

EXISTING IRON PIPE FOUND PIN: 7346.0103.7805
GUM TREE MARKED H K PAGE INVESTMENTS, LLC
DB 959, PG 376
00 pnG 15 PIGOTT ROAD NO
GLOUCESTER, NC 28528
6.47 ACRES (BY GIS)
14, 2j" NO ZONING
EXISTING
BOAT RAMP
IPS 14 -�F
0 cli
TELE PED 4i5
S
co 'Existing Dock
IN �zzj,--7
0 Proposed WATER DEPTHS 16
Eft Wood SHOWN ARE
0 Connecting NORMAL LOW
Boardwalk WATER, TIDAL
­_� 7 - IPS/ ZExisting Rlprap DELTA = 2.3 FE-T Riparian Corridor Limit
Landward From NHW - - - - - - --
Extent r S3.6
-I!, ----rxTe-ni76n-Across - - - --- - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - ---
15ft Riparian Setback
WCOgnt a 1 2.8 'V3 6
Centerline dO (9 .0
1.2 2
existing 191.0 0
JOHN SIKORSH
1
PIN: 7346,03.03il",860
DB 1-125, PG 253 y Proposed
.8 2,5 k_ Boat Lift, T S
610 PIGOTT ROkD S T R A I
GLOUCESTER, NC 28528 -0,---'--(All Slips)
8.13 ACRES A y. S3.2 MP OQ
NO ZONING
Wetland %3.2 S-3.3 S3.2 S3.2 S3.2
2 S2.9
3.2
i_n .0
Line S15 S-3.6 S3.5 S 3.3 2.8
"2.3
NORMAL
HIGH Proposed ly 2.8
WATER Finger Piers Proposed 6ft 1.8 S
LINE u . 3 28ft Wide Dock 3.4 S4.4
aft
�c
\ARE A S/
N1556'52W 189.77' 08, 0
IPS '3UY --D
IPS 2 TELE PEDS
PRESENT DURING
15ft Riparian Setback
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --
WATERS LAN E EIP
Riparian Corridor Limit
(15- WIDE PRIVATE LANE) ECM EIP -Q IPS Existing Riprap
EIP 2.7 APPROXIMATELY 4600' TO BROWNS ISLAND
Existing Dock NO SHELLFISH
WERE OBSERVED
MARY LOUISE NELSON ECM IN AREA OF
PIN: 7336.04-93.9823 SURVEY
DB 843, PG 402
PIGOTT ROAD GRAPHIC SCALE
GLOUCESTER, NC 28528
4115 ACRES (BY GIS) P �Ecm 109) 0 � 100 200
NO ZONING I
DALLAS D. ROSE CHRISrOPHER SHUE
NON: 7-346,03.03.1449 PIN: -7346,03.03.11396 Ove:� r a I I Plan View
D8 676, PG 157 DB 1127, PG 230
WATERS LANE WATERS LANE FN FEET
GLOUCESTER, INC 28528 GLOUCESTER, NC 28528
I inch = 100 fL
0 4 We t I a n d--2:;------.
Line
-7-7
50'
Y
NL
x
zz
0,
0
*A,
144wrr CO Landward
Extent *mo00
Coastal
Wetlands
Oft
0 EIP - EXISTING IRON PIPE
0 iPS - IRON PIPE SET
CONCRETE MONUMENT
POWER POLE
--- ADJOINING LOT LINES
404 WETLAND DELINEATION POINT
Normal Low Water Depth Location
Boat Slip Number
Existing Contour
Proposed Contour
Proposed Fill Area
NOTE: See 4-04 Wetlands Survey
for additional property boundary
and wetlands information.
CURVE TABLE
CURVE 1 LENGTH
RADIUS
CHORD
I Cl-CBEARING
C1
I
§L25:1
C2
2L09"E
Minimum aft from bottom of
decking to wetland substrate
Construction w/ P.T. Lumber, HDG or
Better Fasteners & Appropriate For Use &
Location
All construction subject to structural design,
selected manufacturer specifications &
applicable Building Codes & standards.
S19.0
22.0
S 16.3
S 16.3
400
In addition to the pier and boardwalk construction,
grading as indicated by the finished Contours (followed
immediately with permanent stabiliz.o'-icil of disturbed
areas with sod or grass seed -AL rnuich) is proposed.
Platining and Permit Facilitation by°
COASTAL PLANNING,41SERVICES, INC
Kathy- B. Vinson, AICP
Coittprehensive Land [Tse Planning and Development Issistanee
P.0, Box 82? Office:252,354.4916
Morehead City, NC 28557 Fax [phone]
CHANNEL MARKER RED 44
-j
Uj
z
z
i 1.
� S 5.8 & 15.8 ,)0
5.0
CHANNEL MARKER RED 46
( =n-
.aeneraI Notes
• This plan document for NCDENR-DCM
CAMA Permitting -Purposes ONLY
Construction shall be in accordance
with all applicable Building,
Accessibility & other Codes and
Standards.
• All dimensions, locations, utilities, et
cetera to be carefully verified by
owner and contractor- prior to
structural or other further design
&/or construction,
Topographic Survey / Base Map
Provided by:
Newcomb Land Surveyors, LLC
246 West Millbrook Road
Raleigh, NC , ,
(9 19) 847--1800
fax [phone]-
REVISIONS
9/14112 per CPSI
9/21/12 per DCM & CPSI
10/3/12 per DCM & CPSI
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DATE: 8/16/21012
PROJECT: 11-0353
DRAWN BY: JP
SHEET: 1 Of 1