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GENERAL NOTES
I. PLAN REFERENCE: LAND COURT PLAN 17002 B, LOT 7;
LOT LINE, TOPOGRAPHY AND OTHER 91TE DATA
3 bPREPARED BY OUTERMOST LAND SURVEYING OF
BREWSTER, MA. WITH HYDROGRAPHIC AND TIDAL
DATA DETERMINED AND PROVIDED BY CAPE COD
ENGINEERING, INC.
2. ELEVATIONS REFER TO MLW = 0.0. CONTACT CAPE
COD E'NGINEER"C, INC FOR ADDITIONAL BENCHMARK
INFORMATION.
3. CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE
RIVER WITH LIMITED ACCESS DIRECTLY THROUGH
THE PROPERTY.
4. THE EXISTING STAIRS AND SHORT PIER SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF IN
ACCORDANCE WITH APPLICABLE SOLID MATERIAL
DISPOSAL PROCEDURES
5. EXCAVATION SHALL HE LIMITED TO THAT NECESSARY
FOR PILING INSTALLATION. WHERE NAVIGABLE
WATER ALLOYS, PILINGS SHALL BE HAMMER DRIVEN.
MINIMUM PILING ENiBEDNIENT DEPTH SHALL BE 12 FT.
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6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE
OF HOT DIP GALVANIZED STEEL OR EQUAL.
7. ALL TIMBER USED SHALL BE CONSISTENT WITII
YARMOUTH CONSERVATION COMMISSION .
REQUIREMENTS.
8. DECK PLANK SPACING SHALL BE A MINIMUM OF'/:
INCH.
9. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT
BE -STORED OR DISCARDED ON THE BANK OR BEACH.
THE BEACH AND BUFFER ZONE SHALL•BE COMPLETELY
CLEARED OF ANY DEBRIS ON A DAILY BASIS.
10 -RAMP AND FLOAT REMOVAL SHALL BE AT A SUITABLE
OFF-SITE LOCATION. THE FLOAT SHALL NOT BE .
STORED ANYWHERE WITHIN THE RESOURCE AREAS OR
THE BUFFER ZONE ON THE PROPERTY.
I I.REFER TO ANY ORDER OF CONDITIONS ISSUED FOR
THIS PROJECT BY THE YARMOUTH CONSERVATION
COMMISSION AND OTHER PERMITTING AGENCIES FOR
CONSTRUCTION SCHEDULE„ USE PROCEDURES AND
GUIDELINES.
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HYDROGRAPHIC PLAN
SHOWING
PROPOSED PIER, RAMP AND FLOAT
IN
BASS RIVER
54 GRANDVIEW DRIVE, SOUTH YARMOUTH, MA
PREPARED FOR
STEVE GATTO
[OF'
)BE T JANUARY 29, 2008 SCALE —AS NO'T'ED
M. PREPARED BY
:R CAPE COD ENGINEERING, INC
J' ROBERT M. PERRY, P.E.
P.O. BOX 1517
qL FAST DENNIS, MA 02641
SOR-3E5-1445