HomeMy WebLinkAboutRevised Plan 7.23.2025\I
277 S. SHORE I
DRIVE I
26/127
EX.
RESORT
BUILDING
#301
#291
BENCHMARK:
"EDGE OF THE SEA"
BLUE WATER
TOP OF CONCRETE BOUND
GROUNDS
NRESORT
/
WITH DISK
�
FLOOD ZONE AE EL.=11
GROUNDS
_ �
-
-----
EL. = 15.78 NAVD
RESORT
/
_ -
_
x- -,
--------------- - DECK
r -
13x0
_ FLOOD ZONE AE EL: 1 ,
FLOOD ZONE VE EL.=13
x � �------- -----
� EXISTjN� , � i �
SEAWARD BOUNDARY OF MAPPED HABITAT FOLLOWS ��NE Wj 0 EGETq D - \ \ i i i
BOUN RIFT FE
RD SIDE OF THE SEAWALLS - THE LINE NCING
IS OVERLAYED FROM MASS MAPPER GIS AND
MAX. HEIGHT ABOVE IS SUBJECT TO MINOR SKEW. THE MAPPED
12 6' GRADE APPROX. 14 ZONE REPRESNTS THE ENTIRE BEACH AND
INCHES DUNES ON LOCUS. 8.3
I - -
_ - - ---- --- ---- -
z z I 'RECREATIONAL FLOOD ZONE VEZD -
o � I BEACH AREA EL.=13
0o I
I ( OPEN SAND W/
o I BEACH CH mp
� < I ��
� I
zo I i�
zo i
W m / i
0
Q w
w M
CD
----T--- ------
DECK EL. = 14.5t
14 SEA WALL----- -
EMP
STAIRS N PIPE - POST J
TEMPORARY SHADE -TENT
� 44.9' DECK
12.8' STAGE)
i
I
I�
i
i
� I
20 10 0
PLAN
20
1 inch = 20 ft.
ROSE GROVE
TIONjf77_-- -77777
ST. EXIST.— —
_10— — — STAIRS
STAIRS
9x0
ACCESS FOR
DELIVERY &
MAINTENANCE THRU
301 SO. SHORE DR.
I—
Of
O
N
W
N U
z�
m
Y �
af
W
�U
o
>¢
ct:
WRACK LINE (07-01-25)
---------
MHW
-
-
-- — — — —— 0
06
— — — — — — — — — — -
- — — — — — — — — — — — — —
--------- °° EXISTING STONE
0-------------------
----- �a-( GROIN ( BURIED)----------
ba
as
ea
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NANTUCKET SOUND
NOTES
1. ELEVATIONS REFER TO NAVD 88. CONTACT CAPE COD ENGINEERING, INC. FOR
TRANSFER OF ELEVATION BENCHMARK TO IMMEDIATE WORK SITE AS NEEDED.
2. THE PORTABLE DECK / STAGE SHALL BE TRANSPORTED USING A MINIMUM -SIZED
VEHICLE THROUGH THE DESIGNATED ACCESS PATH ACROSS THE OPEN SAND BEACH
CLEAR OF ANY VEGETATION
3. THE TEMPORARY STRUCTURE IS INTENDED AS AN 'AT -GRADE' PLATFORM, NOT
ELEVATED. THE DECK SHALL BE LEVELED USING HAND TOOLS AS NEEDED.
4. SHOULD THE CONSERVATION COMMISSION REQUIRE ANCHORGE, THE DECK BOX
FRAME SHALL BE FITTED WITH 5/8 IN. DIAMTER EYE -BOLT HARDWARE AT TWO
OPPOSING LOCATIONS AND SECURED AGAINST TRANSLATING MOVEMENT USING 4
INCH DIAMETER HELICAL EARTH SCREWS INSTALLED TO A MIN. EMEDMENT DEPTH OF
4 FT. USE 1/4 IN. VINYL -CLAD GALV. STEEL CABLE WITH SECURE CLAMPS; SECURE ALL
EXCESS ANCHOR CABLE.
5. THE DECK SHALL BE REMOVED AND STORED IN THE UPLAND DURING THE OFF-SEASON
AND REMOVED IN THE CASE OF ANY WEATHER FORECAST FOR STORMS EXCEEDING
TROPICAL STORM FORCE.
6. THE TEMPORARY DECK SHALL BE SUBJECT TO ANY APPLICABLE TIME OF YEAR
PROTOCOLS AS DETERMINED THROUGH THE WETLAND REVIEW PROCESS.
7. PLEASE REFER TO THE ORDER OF CONDITIONS, ONCE ISSUED, BY YARMOUTH
CONSERVATION COMMISSION
REVISED 7/23/25 SHOW NHESP MAPPER GIS HABITAT BOUNDARY
BLUE_WATER_RESORT.DWG