HomeMy WebLinkAbout120-10 OVERSIZE PLANSCLAUDE 0. MCLAWHORN
700 OLD BRICK RD.,
VANCEBORO, NC 28586
�O
DEED BOOK 2598 PAGE 235
G s�
PARCEL ID: 1-035-030
OFF �
OHO
O
- PROPERTY
Go'
CORNER
y
SWIFT CREEK
SI TE
TOM NOBLES
950 WINN CIRCLE,
VANCEBORO, NC 28586
:ED BOOK 1013 PAGE 3,
PARCEL ID: 1-036-
ono S\\'66-
,
P/�,
VICINITY MAP - NOT TO SCALE
USGS MAP - NOT TO SCALE
PROPERTY LINE
SWIFT CREEK LANDING
BOAT RAMP & DOCK FACILITIES
US HWY 17
VANCEBORO, CRAVEN COUNTY, NORTH CAROLINA
SITE DATA:
PROPERTY DEVELOPER:
SWIFT CREEK LANDING, LLC
4917 S. CROATAN HWY, SUITE 1 E
NAGS HEAD, NC 27959
(252) 207-8997
SITE ADDRESS: 7275 N US HWY 17
TAX PARCEL ID: 1-035-071
DEED REFERENCE: D.B. 2673 PG. 0062
SITE ZONING: NONE
THE PROPERTY LIES WITHIN A SPECIAL FLOOD HAZARD AREA, ZONE AE &
FLOODWAY AS
SHOWN ON FEMA DFIRM 3720650000J, HAVING AN EFFECTIVE DATE OF JULY
2, 2004.
TOTAL SITE AREA: 156 ACRES
TOTAL LENGTH OF SHORELINE (ENTIRE TRACT): 3,544 LFf
TOTAL LENGTH OF SHORELINE (BOAT RAMP PARCEL): 868 LFf
TOTAL DISTURBED AREA ON SITE = 0.75ACf
TOTAL PROPOSED IMPERMEABLE AREAS FOR BOAT RAMP:
ACCESS DRIVE = 7,980 SF
CONCRETE RAMP = 450 SF
TOTAL: 8,430 SF, 0.194 ACRES (449 SF ZONE 1, 512 SF ZONE 2, 497
SF 30' AEC)
TOTAL SITE AREA IN ZONE 1 NEUSE RIPARIAN BUFFER = 91,056 SF
TOTAL SITE AREA IN ZONE 2 NEUSE RIPARIAN BUFFER = 62,345 SF
TOTAL SITE AREA WITHIN 30' CAMA AEC = 91,056 SF
% IMPERMEABLE IN ZONE 1 NEUSE RIPARIAN BUFFER = 0.49%
% IMPERMEABLE IN ZONE 2 NEUSE RIPARIAN BUFFER = 0.82%
% IMPERMEABLE IN 30' CAMA AEC = 0.49%
THE PROJECT WILL BE SERVED BY THE FOLLOWING PUBLIC UTILITIES:
WATER - CRAVEN COUNTY WATER
SEWER - INDIVIDUAL SEPTIC SYSTEMS
ELECTRIC - PROGRESS ENERGY
1. THE RECEIVING WATER COURSE FOR THE PROJECT IS SWIFT CREEK, SURFACE
WATER CLASSIFICATION C, Sw, NSW. STREAM INDEX: 27-97-(0.5).
2. NEUSE RIPARIAN BUFFER AREAS ARE PRESENT ON THE PROJECT SITE,
AS INDICATED.
3. PUBLIC TRUST SHORELINE AEC AREAS ARE PRESENT ON THE PROJECT
SITE, AS INDICATED.
NEW 10' WIDE GRAVEL ACCESS ROAD
(PROVIDE SMOOTH WIDTH TRANSITION FROM
EXISTING ASPHALT ROAD TO NEW ACCESS ROAD)
Q NEUSE RIVER 30' BOAT RAMP
RIPARIAN BUFFER ACCESS EASEMENT
NEW 10' GRAVEL ACCESS ROAD /
30 ZONE 1 NEUSE RIVER
057 a RIPARIAN BUFFER AND
30' PUBLIC TRUST SHORELINE AEC
SEE ENLARGED DOCK
VIEW A , SHEET C2 /
NORMAL WATER LEVEL /
30' PUBLIC TRUST
SHORELINE AEC
A ENLARGED SITE VIEW
C 1 �cl
1"-=60'
600 30 60 120
GRAPHIC SCALE: 1' = 60'
SHEET INDEX
C1 COVER SHEET
C2 RAMP AND DOCK SECTIONS AND DETAILS
C3 RAMP AND DOCK SECTIONS AND DETAILS
C4 PLAN AND PROFILE
B OVERALL SITE VIEW
C1 C1 1 "=300'
1
RELEASE FOR PERMITS
JKA
4/26/10
2
CAMA COMMENTS
JKA
6/01/10
3
ADJUST AEC
JKA
6/2-/10
4
DWQ COMMENTS
JKA
1 6/29/10
N0.
DESCRIPTION
BY
DATE
Revisions
LEGEND
EXISTING
NEW
EOP
EDGE OF PAVEMENT
SILT FENCE
SF
---_6----
CONTOUR
DIRECTION OF FLOW
X 5.6
SPOT ELEVATION
+ 6.5'
�d LP
UTILITY POLE (LIGHT POLE)
TBM WITH ELEVATION
0
MAC NAIL (CONTROL)
TREE LINE
GRAVEL
�z.
CONCRETE
ABBREVIATIONS
MAC
MAC NAIL
STA.
STATION
LF
LINEAR FOOT
TBM
TEMPORARY BENCHMARK
CF
CUBIC FOOT
RCP
REINFORCED CONCRETE PIPE
CY
CUBIC YARD
NWL
NORMAL WATER LEVEL
R/W
RIGHT-OF-WAY
C/L
CENTERLINE
INV
INVERT
CL
CLEARING LIMIT
SF
SQUARE FOOT
timrr
u
SEAL
15738
r /�t V�,, titer
�1jAf!)rEliil �U�y,
•
00
O
a
NLo
�Q
I
I
•�
to
J
o(0
po
c: Q
,q
� 0
N
L1J F—
wc:zLL-
a�
E z
00
►--•�
r F�
�J
w
m
o
O
c: LJJ
I
P7
w-0
w z
co
;J-^
C O
N
LO
LO
N
a
U O
Z
o
m
O
o
a -
a_
0-1
1-4
GO
U
�
W
H
H
�
z
O
0
z
wQC4
W
1:4
C
a
o
�
�O
O
U
N
o�
Proi . 05067
ip -k""
lk11 1 1 , \\ 1\ / \ 1 RELEASE FOR PERMITS JKA 4/26/10
6' I \ \ 2 ADJUST AEC JKA 6/23/ 10
20' ZONE 2 \ 3 DWQ COMMENTS JKA 6/29 10
NEUSE RIVER 1 \ N0. I DESCRIPTION BY DATE
I I 1 1 1
RIPARIAN BUFFER \
Wirl, \ Revisions
I`Np� sN I ! 1 1 �� NORMAL WATER 1 LEVEL
52 3+ I
\ \ ID I I I 1 1 30' ZONE 1 NEUSE RIVER EXISTING GRASS !
RIPARIAN BUFFER AND \ 7
\ \ \ I I I I I I 1 I I 1 30' PUBLIC TRUST SHORELINE AEC , / I SUMMARY OF DOCK COVERAGE
TOTAL DOCK SYSTEM - 324 SF
TOTAL LENGTH GROIN = 32LF
SF
� �\ I I
¢ \ \\ \ \ \ 1 EXISTING GRASS \ \ 4:9' 4.8
�
\\
SEE DETAIL B, SHEET C3 I
SF SF I
EXISTING GRASS
24'I I 7
\ \ \ \ ! I ! I \ I \ f
o \ \ SWIFT CREEK (C,Sw,SW) \ I I I I I \ 1 8"0 PILING (T�/P.)
1EXISTING
STREAM` DEX: 27-97- 0.5 J I I \ GRASS
i
I �
�N WOOD Y K
I s
\ 3 \ zt
\\ \ \\ of ° i- +
4.7 NEW VINYL. SHEET PILL GROG 5.0
/ I d ! \ I d I I
NEW GRAVEL ACCESS ROAD \
_ . a T I I SEE DETAIL A, SHEET C3 ! _ . A
cn NEW CONdREfE RAMP ! l 4. I "'
C2 C3 I I / / I I 8+ 0 7+50
NO tMAL WAFER LEVEL
lDPPDSIT /SH ��� l / I I / 3 ° / \ NEW VINYL SHEET PILE�ROIN
� I + y / \
l DRE ; ��1 �f (NOT / WIDTH _ 61.g' iN0 / l l � I \ SF
/ T S SF
I l/ SHIOWN TD SCgLLr HpWN T� SCq�tI I l 5' 15' SILT FENCE SF
/ \
X \ SEE DETAIL B, SHEET C3 NEW 10' WIDE GRAVEL ACCESS ROAD,
SIF V CONNECT TO END OF EXISTING PAVEMENT \ /
A \\ \ EXISTING GRASS SEE VIEW A, SHEET Cl �\ /
1EXISTING GRASS \ \
�
5 0 2.5 5 10
rA ENLARGED DOCK VIEW
C1 C2 HORIZONTAL SCALE: 1 "=5' GRAPHIC SCALE: 10 = 5'
7
LEGEND
6' 6 EXISTING NEW
23" 23" 23 1-1/2" 16" LAP (MIN.) 23" 23" 23' 1- 1 /2" EOP EDGE OF PAVEMENT
2x6 DECKING
SILT FENCE SF
TOP OF DOCK = 4.0'
ABOVE NORMAL WATER LEVEL----6_--- CONTOUR
2x8 STRINGER i DIRECTION OF FLOW
0 0 iL 0 0 x 5.6 SPOT ELEVATION + 6.5'
2X12 15' CLEAR o 0 0 0 0 LP UTILITY POLE (LIGHT POLE)
2x10 GIRDER
WHALER SYSTEM WHALER SYSTEM TBM WITH ELEVATION
0 0 0 0
MAG NAIL (CONTROL)
TREE LINE
2x8 CROSS BRACING EVERY
THIRD PILE ROW. CUT BRACE
VNYL SHEET PILE GROIN
VINYL SHEET PILE GROIN ° END FLUSH WITH PILE (TYP.) 0 GRAVEL
8" BLOCKING CONCRETE°'-
@ CROSS ABBREVIATIONS
0 0 ______ ° ° MAG MAG NAIL STA. STATION
LF LINEAR FOOT TBM TEMPORARY BENCHMARK
NWL NWI
CF CUBIC FOOT RCP REINFORCED CONCRETE PIPE
CY CUBIC YARD NWL NORMAL WATER LEVEL
CONCRETE SLAB
6" ABOVE NWL (TYP) RINV INVERT OF -WAY CCL CLEARING NLIMIT
NWL — SF SQUARE FOOT
° BOTTOM BOTtom
ROUND TIMBER PILE
N
U
Q
SECTION A -A
1 CROSS SECTION @BOAT RAMP /DOCK 2 CROSS SECTION @ DOCK
C2 C2 HORIZONTAL SCALE: NOT TO SCALE C2 �C2HORIZONTAL SCALE: NOT TO SCALE
VERTICAL SCALE: NOT TO SCALE VERTICAL SCALE: NOT TO SCALE
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
SEAL
5738�,.loj�
co
o wa
o
O z
z �E--i
wwz
0 <4
aLO
v Q
n• 00 o
c z I
Q 0
� o�
c Of
Q .-.
0)(-)�
M■--i c N
ry w ..
p X
W �z �
E z 00
►--� w o
_0 m o
> � n
� w r7
w z c0
W -0"t
C: (0 N
� N
v
ow
O m 0
O �
O
U �
E-�
W � �
H
Q <� Z
�:D C/)
�u O
C)
a C:) �
O O
U
0
F�
C 2
Proj: 05067
lilt
1 LONGITUDINAL SECTION @ BOAT RAMP
C3 C3 HORIZONTAL SCALE: 1 "=2'
VERTICAL SCALE: 1 "=2'
5'
MAX
W�
N
2 DETAIL PLAN VIEW - BOAT RAMP u
C3 C3 SCALE: 1 " = 2'
i
I
l \� NOT TO SCALE
DOCK BEYOND-J
,;II IY
I
#6 X 36" DOWEL
@ 16" OC
2'-0"
C�J
J
1 L-
SECTION 1 SLAB SECTION 2 SLAB
SEE NOTES SEE NOTES
DISTURBED LIMIT (UNLESS OTHERWISE NOTED)
10' GRAVEL CCESS ROAD 5' SHOULDER
I
•
" AGGREGATE
SURFACE COURSE
�IIIIIlroallIIIIIIr- II„1iI1„= IIil111i11111 i1i=111=III ill-llll11-111=
_I i7-7 II 111-1II
COMPACTED SUBGRADE
DC3
TYPICAL ROAD SECTIONNOT TO SCALE
SELF -ANCHORING
METAL POST @ 6' O.C. MAX
- 12 GAUGE 6 X 6 WIRE MESH
- FILTER FABRIC
8" BURY
� FLOW'
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
AFTER AT LEAST A 1/2- OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROM BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
IB SILT FENCE
C3 NOT TO SCALE
COARSE SCORED SURFACE
#5 @ 12" O.C.
NOT TO SCALE EACH WAY
BOAT RAMP CONSTRUCTION NOTES:
1. THE SECTION
1 SLAB SHALL BE FORMED AND POURED IN ITS
ENTIRETY ON
THE UPLAND AREA IMMEDIATELY ADJACENT TO THE
BOAT RAMP.
2. ONCE THE SLAB HAS BEEN ALLOWED TO CURE FOR A MINIMUM
OF 21 DAYS,
IT SHALL BE PUSHED INTO POSITION.
j. THE SECTION
2 SLAB SHALL BE FORMED IN PLACE AND POURED
IN PLACE.
4. THE EXISTING
GRADE ABOVE AND BELOW THE NORMAL HIGH
WATER LEVEL
SHALL BE GRADED TO REMOVE SURFACE
IRREGULARITIES TO FORM A UNIFORM SLOPE FOR THE
BOAT RAMP.
THE WIDTH AND LENGTH OF THE AREA TO BE GRADED
SHALL BE THE
EXTENTS OF THE RAMP. NO OTHER AREAS BELOW
THE NORMAL
HIGH WATER LEVEL SHALL BE DISTURB177
(2) #5 CONTINUOUS-
CONCRETE RAMP SECTION
NOT TO SCALE `vv �3c
FMlISH GRADE
% �1
1
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES:,AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW IM ILCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE
J I\f\ IV V I I SHALL L t, L L f11 f1 RATE WHICH 11 WILL
APPROXIMATELY 75% COVERAGE OF THE SEEDED AREA,. THE STRAW
AND SOWN SEED WILL BE LIGHTLY DISCED INTO THE BED TO GIVE
IT FURTHER RESISTANCE TO BLOWING AND WASHING. THE
CONTRACTOR SHALL GUARANTEE A FULL STAND OF GRASS OVER
THE ENTIRE DISTURBED AREA. IF NECESSARY THE CONTRACTOR WILL
WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR AID IN
GROWTH IN TIMES OF EXCESSIVELY DRY WEATHER. A STAND OF
GRASS WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND
OF GRASS IS AT LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT
LEAST 95% COVERAGE OF DISTURBED AREAS. RESEEDING WILL BE
REQUIRED AS NECESSARY BY THE CONTRACTOR TO OBTAIN THE
SPECIFIED STAND OF (CRASS.
SPECIAL SEEDING NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
ADDITIONALLY, WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS
FROM THE COMPLETION OF THE PROJECT (WHICHEVER IS SHORTER),
PERMANENT GROUND COVER SHALL BE ESTABLISHED.
C \ VEGETATION PLAN
C3 / NOT TO SCALE
LEGEND
EXISTING
NEW
EOP
EDGE OF PAVEMENT
SILT FENCE
SF —
----6----
CONTOUR
DIRECTION OF FLOW
x 5.6
SPOT ELEVATION
+ 6.5'
0 LP
UTILITY POLE (EIGHT POLE)
TBM WITH ELEVATION
MAG NAIL (CONTROL)
TREE LINE
GRAVEL
CONCRETE
ov-0 • 1 �j
MAG
MAG NAIL
STA.
STATION
LF
LINEAR FOOT
TBM
TEMPORARY BENCHMARK
CF
CUBIC FOOT
RCP
REINFORCED CONCRETE PIPE
CY
CUBIC YARD
NWL
NORMAL WATER LEVEL
R/W
RIGHT-OF-WAY
C/L
CENTERLINE
INV
INVERT
CL
CLEARING LIMIT
SF
SQUARE FOOT
NG GRADE
FOR PERMITTING ONLY -NOT FOR RECORDATION, CONVEYENCE, OR SALES
SEAL jr
VIC.
•
Lo
00
O
n
N
Lo
F-+�1
� Qro
co
I
�
Z
O
(0
�..J
Q
~�
0)(-)W)
c-
N
Ld
W
�o
x
Wcz�
v
E
z
00
►-i
cwo
rl
om
o
>
C
L
w
r�
w
Z
(D
�p
N
L
N
U
C)
m
W
o
r�
r
=
O
0.
_z
O
�
U
n
W
E.
E4
Z
Q
C
C)
W
�
cis
U
Sao
�
�J
O
.F4
0
U�
E- 4
u
z
Q
p
Proj: 05067
\/ 30' ZONE 1 NEUSE RIVER \
_ p��%%/� RIPARIAN BUFFER AND -9- -
�^ - \
,5�,�z/////� ///1 j� 30' PUBLIC TRUST SHORELINE AEC LIMITS OF DISTURBANCE/
9x / `���/� ii ///// / i/i�/ / 20' ZONE 2 /
S O// GRADING LIMITS = 0.75 ACC
�/ pQQ �y /% jam/ /// //// NEUSE RIVER
`��✓,/ // /�/ / // / / %///�// - RIPARIAN BUFFER
-45
STATION 0+00
END EXISTING PAVEMENT
BEGIN NEW ASPHALT ROAD
_- �'// / I I I (�j����i,�; �:::, l \♦ / ,jam M:;:y='= �I - - - / / , SCALED FLOODWAY BOUNDARY
--10 / ��`� I I // / / ♦ +: -.�'. � / �� _ _ _ / FROM DFIRM 3720554600J
NEW 10' WIDE GRAVEL
-�PE '7- /i�;' ,:�.:.. -•ti'; _ j / % ;ti /% / ACCESS ROAD E`OppW \
...........�
/// /i/ /ice / \ x00 - `r ♦ `� Sx
IX MZ1.11-
30' PUBLIC TRUST
SHORELINE AEC
rB ACCESS ROAD - PROFILE
C4 C4 HOR. SCALE 1 "=50'
VERT. SCALE 1 "=5'
LIMITS OF DISTURBANCE/ ♦ �Y "'��"`t = " � i
� � ' � PROPERTY LINE
GRADING LIMITS = 0.75 ACt 6 !-00
I
1
FOR PERMITTING ONLY -NOT FOR RECORDA7')N, C'ONVEYENCE, OR SALES
LEGEND
EXISTING
EOP
EDGE OF PAVEMENT
SILT FENCE
----6----
CONTOUR
DIRECTION OF FLOW
x 5.6
SPOT ELEVATION
0 LP
UTILITY POLE (LIGHT POLE)
TBM WITH ELEVATION
0
MAG NAIL (CONTROL)
TREE LINE
0
GRAVEL
CONCRETE
T.M.N.TforkV.1vi MIN
NEW
SF
+ 6.5'
MAC
MAC NAIL
STA.
STATION
LF
LINEAR FOOT
TBM
TEMPORARY BENCHMARK
CF
CUBIC FOOT
RCP
REINFORCED CONCRETE PIPE
CY
CUBIC YARD
NWL
NORMAL WATER LEVEL
R/W
RIGHT-OF-WAY
C/L
CENTERLINE
INV
INVERT
CL
CLEARING LIMIT
SF
SQUARE FOOT
5o 25 50 100
GRAPHIC SCALE: 1" = 50'
r
`,` Itll l tlllJJ !/
SEAL
15738
E
• coo 0
^ N Lo
M�+-1 Q 4fl
�z
•� O w
Q
F� �0)U tO
Fri C N
� Ld
W ° O X
W cZ
Z 00
0-4 W O
F� L m o
zc w r
ww z to
v-q
r Ep N
U� ° Lo
� 04
a U O Z
r� m O
r O [L
n-
•
•
•
•
•
I
Proj: 05067