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GENERAL NOTES
y I PLAN REFERENCE: LAND COURT PLAN 18332 A;
ASSESSORS' MAP 34, PARCEL 290
2 ELEVATION'S REFER TOMLW.
3.' CONSTRUCTION ACCESS SHALL BE PRIMARILY BY TITS
RIVER AVITH LIMITED ACCESS DIRECTLY THROUGH
THE SITE TO TIIE WORK SITE.
y 4.' JETTING EXCAVATION STLALL BE LIMITED TO THAT
NECESSARY FOR PILING INSTALLATION ON THE
BEACIL WIIERE NAVIGABLE WATER ALLOWS, PILINC,S
SHALL RE HAMMER DRIVEN. MINIMUM PILING
F.MBF.DMENT DEPTH SHALL BF, 12 ET.
5. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE`
OF TIOT DIP GALVANIZED STEEL OR EQUAL.
6. AL1. TIMBER USED SHALL BE CONSTRUCTION GRADE,
YELLOW PINE, PRESSURE . TREATED FOR MARINE USE.
THE TREATED LUMBER SHALL BE IN A "DRY.
PRESERVATIVE" CONDITION WITH NO PRESERVATIVE
RESIDUE PRESENT.'
7. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT
BE STORED OR DISCARDED ON THE REACH NOR IN THE
BUFFER ZONE. TTIE AREA SITALL BE COMPLETELY
y CLEARED OF ANY DEBRIS ON A DAILY BASIS.
8. REFER TO ANYORDER OF CONDITIONS OR OTHER
AUTHORIZATIONS ISSUED FOR TI IIS PROJECT BY THE
YARMOUTH CONSERVATION COMMISSION OR DEPT. O
l NATURAL RESOURCES FOR CONSTRUCTION SCHEDULE
i AND ADDITIONAL GUIDELINES.
1
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T-
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HYDROGRAPHIC PLAN OF LAND
or IN
ko ��
woa_aSOUTH YARMOUTH, MA
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8 r,o. SHOWING
C IL PROPOSED PIERe ' RAMP AND FLOAT
F'iFi< iJ,•'- �:- �'LFY' _ 7 0 �- k'/b ' /'LArrr.,.r.,n `� ,
IN BASS RIVERR
PREPARED FOR
� �] 1�-- --- k JAMES J. CUNNINGHAM
> L ra r '' - 2 n ' ° i.– _I< J 4 .s NOVEMBER 13, 2001 SCALE: AS NOTED
_ _ : – —i
_- it -- PREPARED BY
LLr-`
CAPE COD ENGIA'BERING, INC i
ROBERT N1. PERRY, P.E.
ac 50 LELAND ROAD
P/�oF /LF /7 / zo' /FY 20 o z S A
�'/ter fi r„� .�i/v� r IFR, M
BRF�S 02631
-OS 8964861
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1 ❑ E.VI17—
'"o 0
TMoa
GENERAL NOTES
y I PLAN REFERENCE: LAND COURT PLAN 18332 A;
ASSESSORS' MAP 34, PARCEL 290
2 ELEVATION'S REFER TOMLW.
3.' CONSTRUCTION ACCESS SHALL BE PRIMARILY BY TITS
RIVER AVITH LIMITED ACCESS DIRECTLY THROUGH
THE SITE TO TIIE WORK SITE.
y 4.' JETTING EXCAVATION STLALL BE LIMITED TO THAT
NECESSARY FOR PILING INSTALLATION ON THE
BEACIL WIIERE NAVIGABLE WATER ALLOWS, PILINC,S
SHALL RE HAMMER DRIVEN. MINIMUM PILING
F.MBF.DMENT DEPTH SHALL BF, 12 ET.
5. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE`
OF TIOT DIP GALVANIZED STEEL OR EQUAL.
6. AL1. TIMBER USED SHALL BE CONSTRUCTION GRADE,
YELLOW PINE, PRESSURE . TREATED FOR MARINE USE.
THE TREATED LUMBER SHALL BE IN A "DRY.
PRESERVATIVE" CONDITION WITH NO PRESERVATIVE
RESIDUE PRESENT.'
7. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT
BE STORED OR DISCARDED ON THE REACH NOR IN THE
BUFFER ZONE. TTIE AREA SITALL BE COMPLETELY
y CLEARED OF ANY DEBRIS ON A DAILY BASIS.
8. REFER TO ANYORDER OF CONDITIONS OR OTHER
AUTHORIZATIONS ISSUED FOR TI IIS PROJECT BY THE
YARMOUTH CONSERVATION COMMISSION OR DEPT. O
l NATURAL RESOURCES FOR CONSTRUCTION SCHEDULE
i AND ADDITIONAL GUIDELINES.
1
1
'y
s
,
T-
T
HYDROGRAPHIC PLAN OF LAND
or IN
ko ��
woa_aSOUTH YARMOUTH, MA
i} a � . `m
8 r,o. SHOWING
C IL PROPOSED PIERe ' RAMP AND FLOAT
F'iFi< iJ,•'- �:- �'LFY' _ 7 0 �- k'/b ' /'LArrr.,.r.,n `� ,
IN BASS RIVERR
PREPARED FOR
� �] 1�-- --- k JAMES J. CUNNINGHAM
> L ra r '' - 2 n ' ° i.– _I< J 4 .s NOVEMBER 13, 2001 SCALE: AS NOTED
_ _ : – —i
_- it -- PREPARED BY
LLr-`
CAPE COD ENGIA'BERING, INC i
ROBERT N1. PERRY, P.E.
ac 50 LELAND ROAD
P/�oF /LF /7 / zo' /FY 20 o z S A
�'/ter fi r„� .�i/v� r IFR, M
BRF�S 02631
-OS 8964861