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NOTES
L ELEVATIONS REFER TO MEAN LOW WATER DATUM a 0.0
7 2. DEPTH OF WATER AT MEAN LOW TIDE IS GIVEN AS A NEGATIVE
VALUE (eg.-2 x 3 )
3. ALL PILINGS SHALL BE HAMMER DRIVEN WHERE ACCESSIBLE.
THE PILINGS SHALL BE OF A MINIMUM DIAMETER OF 10 INCHES
`s .AT THE TIP S3TIII A`MINIMUM EMBEDMENT DEPTH OF 12 FT.
4. STRUCTURAL DETAILS REGARDING THE PROPOSED FLOATS AND
PLATFORM SHALL BE DETERMINED UPON FINAL ACCEPTANCE,
OF THE PROPOSED LAYOUT BY THE OWNERS.
-S. PROPOSED FLOAT DIMENSIONS ART SI'rrFSTFD briTFNSIONS
' ONLY.
6. BOTH PIER P I AND N 2 ARE SHOWN ON D.F.Q.F. WATERWAYS '
LICENSE PLAN 9197, APPROVED OCTOBER E,1976. ALTERATIONS
AND ADDITIONS TO THE STRUCTURES SUBSEQUENT TO THAT
DATE WILL REQUIRE ADDITIONAL LICENSING REVIEW
PURSUANT TO RIGL CHAPT. 91 AND 3100M1t 9.00, AND U.S. ARMY
r CORPS OF ENGINEERS PROGRAMMATIC PERMIT REVIEW
(FEDERAL RIVERS AND HARBORS ACT) .
7. THE PROPOSED ACTIVITIES ARE ALSO UNDER THE JURISDICTION
OF THE TOWN OF ] AR:IOU771 DEPT OF NATURSI RFSOVRCES
WAnmAY5 COV NTITTEF AND CON'SFRt ATION CONINIISCIOY
V
_76
HYDROGRAPHIC PLAN OF LAND
IN
NEST YARMOUTH, MA
SHONYING
T_XISTING PIER FACILITY LAYOUT AND PROPOSED ALTERATIONS
TO PIER #2
IN UNCLE ROBERTS COVE
PREPARED FOR
GREAT ISLAND HOMEOWNERS ASSOCIATION, INC.
1fAY 13,2001 SCALE: I INCH =20 FT.
PREPARED BY
� r CAPE COD EXCINEERING, 17VC
ROBERT M. PERRY, P.E.
�a 50 LELAND ROAD
BRENVSTER, MA 02631