20181602 Ver 1_Design/Maps/Site Plans Revised_20211203

Revisions
044
#4#
Als
EXISTING LO—PRO
BALL MODULE
(PREVIOUSLY
PERMITTED)
EXISTING OYSTER
BAG SILL
(PREVIOUSLY
PERMITTED)
NEW
Go
WETLAND 08-11
*i
Isiestr
►yVtgsfi
X \
1
()
CD
NN.
N.
•`��
7
---\
\ X
N\\
N.\ 0A
EXISTING OYSTER
DOME SILLS
(PREVIOUSLY
PERMITTED)
\ \ \ \
N NPI\W \ \
\ \ \
` \ \ \ \
\ \ \ \�
\ \ \ \
\ \ \ \'
\ \ \ \
\ \ \
V
V �o v \\ �1 \ X c_)\
\ \ \ \\ \ \ (j
\ \ ()
\ \
\ \ \
\ \
\
30' CAMA BUFFER
(BASED ON 8-11-2021 NHW)
•
♦
75' AEC
(BASED ON 8-11-2021 NHW)
EXISTING RESTROOM
FACILITY
♦
P-1
X
♦
♦
EXISTING PERMEABLE
PAVER WALKWAY
•
N 1 ° 29' 07"E 209.89'
EXISTING COVERED
GAZEBO
•
DCM COASTAL WETLAND
LINE (FLAGS SURVEYED BY
COASTAL GEOMATICS, PC:
8-11-2021)
UTILITY EASEMENT
D.B. 1369, PG. 727
M.C. 21, PG. 398
5'
\
\
\
0
\
P-2
X ♦
\N.
\
N \
N. N N.
N. \
N N
N N.\
'PROPOSED 36' X 8'N \
OYSTER DOME SILL
N.
X
\ POST
o
Loy
co
N)
00
oe—
EXISTING 2—STORY
RESTAURANT
RONALD C. HOLDEN
DEED BOOK 258, PAGE 936
MAP CABINET 7, PAGE 23
TAX PARCEL 256GA01 2
ZONED : SB—MB1
USE: RESTAURANT
SUNSET BLVD. N
R/W
LIVING SHORELINE EXPANSION
PLAN VIEW
\
\ \X
(5' GAP BETWEEN)
(SEE DETAIL)
EIW
CI114114—
NC GRID NORTH
NAD 83-2011
CONSTRUCTI(* ENTRANCE
OVER POTENTIAL WETLAND,
NORMAL HIGH WATER (8-11-20\21)
PROPERTY LINE (AS SHOWN \
ON kOUNDARY SURVEY BY \
EAST COAST ENGINE\ERING \
AND SURVEYING, P.C. DATED
7-23-203)
tEDGE OF MARSH AS \
LOCATED BY COASTAL \
tfi
30
60
90
SCALE 1" = 30'
(BASED
ON
(BASED
ON
0+00
4
2
- 4
- 6
- 8
- 10
2
- 4
- 6
- 8
-10
EXISTING RIPRAP
REVETMENT
MARSH
PLANTING
(DISTANCE
VARIES)
OYSTERS HIGH
MINI BAY REEF BALL
0+50 1+00 1+50
6
OYSTER
DO8Mt ES
BAY BALL MODULE
HEIGHT
MLW
OYSTERS LOW
1+00
SECTION P-1 OYSTER DOME SILL
EXISTING RIPRAP
REVETMENT
MARSH
PLANTING
HONE_H
VARIES)
1"=20' HORIZONTAL
1"=4' VERTICAL
0+50
OYSTER
SHELL
BAG SILL
6'
1.5' MAX
— HEIGHT
OYSTERS HIGH
1+00
oc
4
2
0
2
4
—6
—8
1+50
4
2
OYSTERS LOW
MLW
.71
CN
PO
rri
40
1+00
SECTION P-2 OYSTER BAG SILL
1"=20' HORIZONTAL
1"=4' VERTICAL
CN
— 2
- 4
- 6
8
NOTES FOR RIP RAP SILLS (OYSTER DOME & OYSTER BAG SILLS):
SITE ADDRESS: 206 SUNSET BOULEVARD NORTH
SUNSET BEACH, NC 28468
HATCH LEGEND
GENERAL NOTES:
EXISTING PERMEABLE
PAVER WALKWAY
EXISTING CONCRETE PAD
PROPOSED OYSTER DOME
SILL
PROPOSED OYSTER SHELL/
MARL/ BAG SILL
COASTAL WETLANDS
1.) FOR WETLAND CROSSING USE A MARSH VEGETATION MAT. APPROVED PRODUCTS INCLUDE
PRESTO GEOSYSTEMS GEOTERRA GTO CONSTRUCTION MATS, OR GREATMATS GROUND
PROTECTION MATS (OR APPROVED EQUAL).
2.) WATERWARD EDGE OF COASTAL WETLANDS MARKED BY LOCATING EXISTING SMOOTH
LANDWARD COASTAL WETLAND DELINEATION PREFORMED BY LAND MANAGEMENT
GROUP.
3.) USACE EASEMENT SHOULD BE STAKED PRIOR TO CONSTRUCTION OF OYSTER SILLS TO
ENSURE NO ENCROACHMENT OCCURS.
1.) THE HEIGHT OF SILLS SHALL NOT EXCEED SIX INCHES ABOVE MEAN HIGH WATER, NORMAL WATER LEVEL, OR THE
HEIGHT OF THE ADJACENT WETLAND SUBSTRATE, WHICHEVER IS GREATER.
2.) THE SILLS SHALL HAVE AT LEAST ONE FIVE-FOOT DROP -DOWN OR OPENING EVERY 100 FEET AND MAY BE STAGGERED OR
OVERLAPPED OR LEFT OPEN AS LONG AS THE FIVE-FOOT DROP -DOWN OR SEPARATION BETWEEN SECTIONS IS
3.) THE RIPRAP STRUCTURE SHALL NOT EXCEED A SLOPE OF A ONE FOOT RISE OVER A TWO FOOT HORIZONTAL DISTANCE
AND A MINIMUM SLOPE OF A ONE AND A HALF FOOT RISE OVER A ONE FOOT HORIZONTAL DISTANCE. THE WIDTH OF THE
STRUCTURE ON THE BOTTOM SHALL BE NO WIDER THAN 15 FEET.
4.) SILLS SHALL BE MARKED AT 50 FOOT INTERVALS WITH YELLOW REFLECTORS EXTENDING AT LEAST THREE FEET ABOVE
MEAN HIGH WATER LEVEL.
5.) IF CROSSING WETLANDS WITH MECHANIZED CONSTRUCTION EQUIPMENT IS NECESSARY, TEMPORARY CONSTRUCTION
MATS SHALL BE UTILIZED FOR THE AREAS TO BE CROSSED. THE TEMPORARY MATS SHALL BE REMOVED IMMEDIATELY
UPON COMPLETION OF THE CONSTRUCTION OF THE RIP RAP STRUCTURE.
7-20-2021 Revision to oyster
dome sill footprint.
9-29-2021 Revision to add
DCM flagged & surveyed
NHW line and coastal
wetland line.
00
0 12- —
rt,,L04
co z
V)
z(.1
oinw
up4w
occA4c)-
0 4'E2,
<9H-
u CA
Date: 07-01-2021
Drawn By: JDS
Checked By: JCR
FINAL DESIGN
ISSUED FOR REVIEW
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
SHEET 10F2
C 2021 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering, P.C.
ECE PROJECT NO. 2700.19