52-15 Minor Mod 2018 Town of Sunset Beach Oversized Plans

AID CHN -Vio
R101 L 9 83�
—0+25 0+00 0+25
8 $ COASTAL
WE
LINE
INS
PROPOSED
6 6 6
RIP -RAP
4 4
EXISTING GRADE \
2:1 SLOPE
2 2
d- v
—0+25 0+00 0+25
RIP -RAP SECTION A
HOR: 1" = 40'
VERT: V = 4'
—0+25 0+00 0+25
8 8
COASTAL
WETLAND
L
PROPOSED
RIP -RAP
4 4
EXISTING GRADE \
2:1 SLOPE
2 2
—0+25 0+00 0+25
RIP -RAP SECTION B
HOR: 1" = 4V
VERT: V = 4'
—0+25 0+00 0+25
8 8
COASTAL
TLAND WETLAND
LINE
—0+25 0+00 0+25
8 8 COASTAL
WETLAND
/ LINE
6 6 6
EXISTING
RIP -RAP
4 4
EXISTING GRADE
2:1 SLOPE
2 2
ao 00
—0+25 0+00 0+25
EXISTING RIP RAP SECTION i
HOR: 1 ° = 40'
VERT: 1" = 4'
EXISTING
RIP -RAP
4 \ 4
EXISTING GRADE
3:1 SLOPE
2 2
0+00
EXISTING RIP RAP SECTION 2
HOR: I" = 40'
VERT: 1" = 4'
—0+25 0+00 0+25
8 8
COASTAL
WETLAND
LINE 6 6 LINE
6 6
EXISTING PROPOSED
RIP -RAP RIP -RAP
4 4 4 4
EXISTING GRADE EXISTING GRADE
2:1 SLOPE 2:1 SLOPE
2 2 2 2
ry
0+00 0+00
EXISTING RIP RAP SECTION 3 RIP -RAP SECTION C
HOR: I " = 4V HOR: 1 " = 40'
VERT: V = 4' VERT: i" = 4'
—0+25 0+00 0+25
$ 8 COASTAL
WETLAND
—0+25 0+00 0+25
8 8
COASTAL
WETLAND
6 6 LINE
PROPOSED
RIP -RAP
4 4
EXISTING GRADE
3:1 SLOPE
2 2
t
'6
0+00
RIP -RAP SECTION D
HOR: I " = 40'
VERT: 1" = 4'
—0+25 0+00 0+40
8 8
PROPOSED COASTAL WETLAND
RIP -RAP LINE
6 6
EXISTING GRADE
3:1 SLOPE
4 4
2 2
o 'n
� o
0+00
RIP -RAP SECTION E
HOR: 1" = 40'
VERT: I" = 4'
N
132' (MARSH TO MARS I_I
140' x 8'- 1,144 SF OF PROPOSED RIP -RAP O
SHORELINE STABILIZATION
MARSH LINE (SHALL NOT ENCROACH BEYOND a
EXISTING BOUNDARY MARKED COASTAL WETLAND LINE) � � ALUMINUM EDGING
I TAX PARCEL 256GA010 ' CONSTRAINT (6" DEPTH)
/ 224,752 SF = 5.16 AC E' ;6
/ d
COASTAL WETLAND LINE AS �
MARKED BY LAND MANAGEMENT
GROUP, INC. 11 /22/17
/ EXISTING SWALE PROPERTY LINE RUNS ALONG
PROTECTION SECTION MEAN HIGH WATER LINE
N/F JIM YEAGER _ -__ ELEVATION OF 2.00' (NAVD 88)
D.B. 1884, PG. 951 EXISTING 6' WOODEN PIER AND STATION
BASED ON NOAA TIDAL
/ I RIP RAP - -' STATION ID 8659897
/ M.C. 29, PG. 282 10' X 10' OBSERVATION DECK
25% SECTION S
TAX PARCEL 256GB015 RIP RAP SECTION C /—
ZONED: SB-MR 2A MARSH LINE
\
USE: RESIDENTIAL RIP RAP SECTION D - 0+ 25
/ EXISTING RIP RAP SECTION 3 ,,.� � 12
EXISTING RIP RAP SECTION 2 -� > ' \ EXISTING RIP RAP SHORELINE PER
• _ CAMA GENERAL PERMIT ISSUED
EX. PIER& > >i,i, >�,,i>>.>> • \ \ 01/13/15
/ FLOATING , , i > { > • > > > , , , , , , , f
/ DOCKPROPOSED
EXISTING RIP RAP SECTION 1 / _ , ' , ' , ' , ,� SWALE PROTECTION \ 10
` y � RIP RAP SECTION B 1
��.
EXISTING (1) CONRETE PAD FOR BENCH
/ RIP RAP SECTION A > > TYPICAL OF 5
MEAN HIGH WATER / ,' i -, \'\ EXISTING 2.67' x 5.00'
\ / MARYCREEK 'S ELEVATION = 2.00, (NAVD 88) - J `
/� > , > - v ~ ~~ ' CONCRETE P
EXISTING WOODEN .
/ o \ 8
EXISTING SOUTHPORT /� , BOARDWALK #2 _..�.- ^- � - ._ -� �..�- (AH) \
\ / SWINGS TYPICAL OF-7- i� > , > >. ,/� / i-► """' -�
\ / EX, WOOD BULKEAD .�- EXISTING RIP -RAP / `_ L— "' -I
\ RUNS ALONG HIGH
WATER LINE �� SHORELINE STABILIZATION
(8 X 60) 480 SF Ex. wALKv�a \ \ ��� 6
i / BRICK PAVERS)
E ' / A TYP. i
CAMP'-� 4Y x 8'- 360 SF OF PROPOSED RIP -RAP
SHORELINE STABILIZATION EXISTING
(SHALL NOT ENCROACH BEYOND � EDUCATIONAL
AF\7 + MARKED COASTAL WETLAND LINE) / ! KIOSK/SIGNAGE MATCH GRADE a -�
\
lid TYPICAL OF 3
R� + / TYPICAL \ 4
C O ABC L>NE +
EXISTING 2.67'x 5.00'
'
' , >
EXISTING WOODEN / `', � , ^-.."" --� `�' + � >
j +. > > > > >
i BOARDWALK #1 '+ �_ CONCRETE PAD __.__ . + � EXISTING 7.0'1
(TRASH) + } CONCRETE BIKE RACK PAD
d
/ TYP. + : + F",- 9 RACK MAX. CAPACITY '
> >�
>
>
/ FUTURE PHASE , �.p � �- ` , , > > i � , 2
+ 8.00' PERMEABLE >
\ > > >
PAVER WALKWAY / EXISTING '
+ J / SHELTER
EX. TREE C >�
fl DRIP LINE FUTURE PHASE
i / -
TYP. -� \ 1,500 SF GAZEBO . . . i
/ (LOCATION APPROXIMATE) _ ^:. > >
>
,
SRAVEL PARKING
.,�. >� > > >>> >'
L I f 1 + (USED BY RESTAURANT) � 1 ' , > > > > > > > 0
EXISTING 7.0'x10.0' CONCRETE BIKE
RACK PAD
'f. / =
417 EXISTING VETERANS' '9 RACK MAX. CAPACITY
F JOE L. PEED -_ �J'
/ °- MEMORIAL EX. WALKWAY >
I.B. 1729, PG. 177 ' W CONCRETE PAD >'- BRICK PAVERS > • i , , I
-.. _8 _.. ,. • .. ( ) = � UTILITY EASEPf �.
> > >
M.C. R, PG. 393 tom.: 908 SF % TYP.
_ D.B: 13f5, PG: 7L.
EXISTING PERMEABLE o N •:'
PARCEL-56GB017 J �•, / o,/ � G °•; ��'• ;: :. •. i
'.PARC 256G 1 1 PAVER WALKWAY i / W . _ EXISTING 480 SF M �, PG• � �� ? > , • ,
I `z x : �I .' .:': • APPROX. LOCATION OF (1) OBSERVATION N RESTROOM FACILITY ' > • �> `
USE: RETAIL FULL EXFILTRATION / / 'K" WELL (SEE CAMA PLAN BY OTHERS) \
TO SUBGRADE [ ti
> ri
/ / ✓ EXISTING EDUCATIONAL +
X. TRH
01PI
' + . LI(vE -- "" KIOSK/SIGNAGE - EXISTING CONCRETE
EXISTING 2.67' x 5.00' / -- / + TYP. TYPICAL OF 3 EX- > „ ,
CONCRETE PAD B�� 4 EX. 6" CONCRETE BORDER FENCE PAD (VEHICULAR
• (� coNsrRucTloN _ � (� N1' 23 24 E 173.05
(TRASH) / �� ,+ ) TRAFFIC) RAMP TO \
�BFE- --- EXISTING L
TYP. I f - TING GRAVE
y yam, -
1
5
EXISTING EDUCATIONAL
KIOSK/SIGNAGE + + EXISTING 8.00' PERMEABLE PAVER ` , + EX. ELECTRICAL EXISTING 2.67' x 5.00' EXISTING PAVER PARKING LOT
TYPICAL OF 3 / WALKWAY �'sTueouTs ��,� __ �. CONCRETE PAD (TRASH) %y ��> N N/F RONALD C. HOLDEN
` TYPICAL �•
--
1 EX. DOWER EXISTING 5.00' TYPICAL O
TRANSFORMER � � ' D.B. 258, PG. 93b
PERMEABLE PAVER _ O M.C. 7. PG. 23
TYP. 1 S / WALKWAY ` ' 00 TAX PARCEL 256GA012
- a_� TYPICAL nn / 00 ZONED: SB-MB 1
DETERMINE SIZE EX. METAL J } 4 11.0 V
OF PIPE DUE TO FENCE L / } J 2 O3.0
' i LP USE: RESTAURANT
vc UNDER WATER J S _...... — ... — . _ .. SWI -
W
9 .QO - _NV 9 07_ E :g
1' 29' 33"E 357.76' 2.0' 1° 29'3"E_ ,
J J \ T SW / Ex. c�s.cRF APRON 1 V 9.9
LP EXISTING 225 LF SHALLOW GRASS �- TRANSFORMt- - S32' 54' 14"E
\- EX. ONCRETE D �. = > f N / L TRAPEZOIDAL INFILTRATION SWALE 1 @ 0.00% �l M TYP. 71' TIE + -NCGS-30-L82
SW (TO INTERCEPT SUNSET BLVD N RUNOFF)
SUNSET BOULEVARD _ 5 138 E 276 SIZE OB i E
NORTH r - _ I &NTY�E131
2 :J \ UNKNOWN) S9° OJ'
NC 179 BUSINESS / a "
EXISTING 110 LF SHALLOW GRASS TRAPEZOIDAL
1 INFILTRATION SWALE 2 @ 1.00%
- (TO INTERCEPT SUNSET BLVD N RUNOFF)
t_ RELOCATE CONSTRUCTION FENCE AS REQUIRED
✓ 12" RCP
4.68
-9- -
`. NIOGS-SB1
-ELEV.=13.74
F� PROJECT BENCHMARK
W
W
7
�A
SPECIAL NOTE:
1) THE ADDITION OF THE RIVER ROCK TO THE EXISTING SWALE, AND RIP
RAP SHORELINE STABILIZATION DOES NOT ADD ANN' NEW
IMPERVIOUS AREA TO THE PROJECT
EXISTING GRADE
TOP OF STONE AT OR
BELOW EXISTING GRADE
3"
WASHED RIVER ROCK (SEE NOTE)
30# NON WOVEN
FILTER FABRIC
a
ALUMINUM EDGING
CONSTRAINT (6" DEPTH)
8' _,
EXISTING SWALE PROTECTION DETAIL
NOT TO SCALE
NOTE:
ANY SIZE STONE OR AGGREGATE USED ON PORTIONS OF PROJECTS THAT DO
NOT RECEIVE REGULAR VEHICULAR TRAFFIC MAY BE COUNTED AS PERVIOUS
REGARDLESS OF THE DEPTH OF THE STONE LAYER. THIS INCLUDES
APPLICATIONS SUCH AS DECORATIVE LANDSCAPING, DRAINAGE AREAS, AND
WEED CONTROL (SUCH AS AT ELECTRICAL SUBSTATIONS).
0+ 00
EXISTING GRADE
8:1 (H:V) AVERAGE
SLOPE
SWAL1
PROTECTIOI
0+50
EXISTING CONCRETE PAD
1 +00
— 12
10
8
30' CAMA BUFFER
COASTAL WETLAND
LINE
4
2
- l� O It
0) 00 Ib 0 In 17 cn
0+00 EXISTING SWALE PROTECTION SECTION
HOR: V = 20'
VERT: 1" = 2'
HATCH LEGEND
PROPOSED
PAVER WALKWAY (GAZEBO)
EXISTING 1
PAVER WALKWAY
AM,
EXISTING
EXISTING ELEVATED
WOODEN BOARDWALK
NC GRID NORTH
NAD 83-2011
N
Wel
40 20 0 40 80 120
SCALE 1'K= 40' y _. ; . VED
:
RECEI O .lei WILMINGTON, NC
PFR 9 7 2018 FEB 1 4 2018
Revisions
02/12/2018 - Revision to
show as -built rip rap
dimensions at Existing Rip
Rap sections 1,2,&3.
Revised proposed rip rap
sections A & B to match
existing adjacent rip rap
sections 1,2, & 3. Revision
to add proposed rip rap
sections C, D, & E. Revision
to remove Hatteras ramp and
replace with existing Swale
protection.
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Date: 12-12-17
Scale: 1" = 40'
Drawn By: JDS/MGB
Checked By: RET
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL. 11
\1�1\IIIIII���f
SEAL
35054 =
2,-14-2018
4b
C1.0
© 2017 This drawing shall not be reproduced in whole or in part without written permission of Last coast rngmeenng & Nurveymg , nu.
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