20120288 Ver 6_Modifications_20241025 (2)

NOTES:
1. THE FILL LAYOUT IN THESE
DRAWINGS IS BASED UPON A
NOVEMBER 2022 SURVEY. FILL TO
BE ADJUSTED BY THE ENGINEER
BASED UPON THE
PRE -CONSTRUCTION SURVEY.
2. EASTERNMOST LIMIT OF FILL MAY
EXTEND TO STA 130+00 BASED
UPON RESULTS OF
PRE -CONSTRUCTION SURVEY.
12px00
218"00
/ SFF NOTF
2
1V:15H SLOPE
/1-
BERM
SLOPE
9VARIES
9Z%0
90,00
PROJECT BASELINE
86%
8 0O
9X
82 °O
80 X°O
�8 X°0
'k I MOO
�Q X00
�2 X°o
"0
x0
s� o
x
6, 00
6A °O
x
6�x o0
6 °o
ox
00
X
s s6 °0
x
o k 00
+ o 0
0 0
BEACH FILL
(PLACEMENT DENSITY
VARIES)
APPROXIMATE TOE OF FILL
(ELEVATION VARIES)
APPROXIMATE SEAWARD
EDGE OF BERM (+8.5 ft-NGVD)
APPROXIMATE LANDWARD
EDGE OF BERM (+9.0 ft-NGVD)
FILL EXTENDS THROUGHOUT LIMITS OF
13 SAND TUBE GROINFIELD
SCALE
7%m:7
�93
s� o
xT
p <� 0 400 80� FT
NOT FOR PURPOSES OF CONSTRUCTION OCTOBER 2022 AERIAL PHOTOGRAPH
_ DATE APPROVED REVISION
`�=• "�'`"�. o sen VILLAGE OF BALD HEAD ISLAND 10/23/2024 EJO 1 4/ 13/2023
�d associates, inc. BEACH RENOURISHMENT PROJECT
-
�® 2618 Herschel Street WAH
Jacksonville, FL. 32204
[phone] BEACH FILL SHEET
• C-1468 WESTERN SOUTH BEACH 3 of 9