HomeMy WebLinkAbout83-1586 - Hydrographic Plan of Land.6
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GENERAL NOTES
I. PLANREFERENCE. LAND COURT PLAN 18832 A;
ASSESSORS' MAP 33, PARCEL 290
% 2. ELEVATIONS REFER TOMIW.
4 3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY TIIF,
o RIVER WITH LIMITED ACCESS DIRECTLY TIIROUGH
} THE SITE TO THE WORK SITE.
A. JETTING EXCAVATION SIIALL BE LIMITED TO THAT
k'cvALLATION ON THE
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NECESSARY FOR PILING L
REACH, NNIIERE NAVIGABLE NVATER ALLOYS, PILINGS
SIIALL BE HAMMER DRIVEN. MINIMUM PILING
EMBEDMENT DF.PT11 SIIALL BE 12 FT.
5. ALL HARDWARE USED FOR CONSTRUCTION SIIALL BE
OF HOT DIP GALVANIZED STEEL OR EQUAL..
6. ALL TIMBER USED SIIALL BE CONSTRUCTION GRADE,
YELLOW PINE, PRESSURE -TREATED FOR MARINE, USE.
THE TREATED LUMBER SIIALL BE IN A -DRY-
PRESERVATIVE^ CONDITION WITH NO PRESERVATIVE
RESIDUE PRESENT. '
7. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT
BE STORED OR DISCARDED ON TIIE BEACH NOR IN THE
BUFFER ZONE TIIE AREA SIIALL BE COMPLETELY
CLEARED OF ANY DEBRIS ON A DAILY BASIS.
8. REFER TO ANY ORDER OF CONDITIONS OR OTHER
AUTHORIZATIONS ISSUED FOR THIS PROJECT BY THE
VARMOUTII CONSERVATION COMMISSION OR DEPT. O
NATURAL RESOURCES FOR CONSTRUCTION SCHEDULE
AND ADDITIONAL GUIDELINES.
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__ ._--._ ,�' ' ` HYDROGRAPHIC PLAN OF LAND
Fc nr \ .; IN
SOUTH YARMOUTH,• MA
SHOWING
PROPOSED PIER, pRAI�TZ�7P. AND FLOAT
7% G/f/� r>f'r 1c FL E-,/ ..0 F,r/FIN BASSRl V ER
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REPARDOR
SCA
LE: AS
rOTEDJAMES J CUNNINGHAM
hi,
I
L_V' rRI PARED BY I
------- CAPE COD ENGINEERING, INC �
I p " ROBERT M. TERRY, I'.E.
b'
yj_._._ . _.. 50 LF,LAND ROAD j
70 _ .ec... ,. to X20
BREWSTER, NIA 02631
ip /.sir r•rar_si/f'.4Tl�,^. ,>/ 508 496-4861 ;
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