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GENERAL NOTES
1.
PLAN REFERENCE: LAND COURT PLAN 1700213, LOT 7;
6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE
HYDROGRAPHIC PLAN
LOT, LINE, TOPOGRAPHY AND OTHER SITE DATA
OF HOT DIP GALVANIZED STEEL OR EOUAI-
SHOWING
b
PREPARED BY OUTER! LAND SURVEYING OF
7. ALL TIMBER USED SHALL BE CONSISTENT RTTii
PROPOSED PIER, RAMP AND FLOAT
x
BREWSTER, MA. WITH HYDROGRAPHIC AND TIDAL
YARMOUTH CONSERVATION COMMISSION
IN
3x
DATA DETERMINED AND PROVIDED BY CAPE COD
REQUIREMENTS.
BASS RIVER
ENGINEERING, INC.
S. DECK PLANK SPACING SHALL BE A MINIMUM OF'/2
2.
ELEVATIONS REFER TO MLW = 0.0. CONTACT CAPE
INCH.
54 GRANDVIEW DRIVE, SOUTH YARMOUTH, MA
COD ENGINEERING, ING FOR ADDITIONAL BENCIiMARK
9. CONSTRUCTION MATERIALS AND DEBRIS SHALL NOT
INFORMATION.
BE STORED OR DISCARDED ON THE BANK OR BEACH.
PREPARED FOR
3.
CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE
THE BEACH AND BUFFER ZONE SIL4,LL•BE COMPLETELY
RONALD R. JR. AND JUDITH A. PARISEAU
RIVER WITH LIMITED ACCESS DIRECTLY THROUGH
CLEARED OF ANY DEBRIS ON A DAILY BASIS.
i
THE PROPERTY.
IO.RAMP AND FLOAT REMOVAL SMALL BE AT A SUITABLE
F, APRIL 15, 2006 SCALE - AS NOTED
4.
THE EXISTING STAIRS AND SHORT PIER SHALL BE
OFF-SITE LOCATION. THE FLOAT SHALL NOT BE
}� v
PREPARED BY
REMOVED FROM THE SITE AND DISPOSED OF IN
STORED ANYWHERE WITHIN''HIE RESOURCE AREAS OR
CAPE COD ENGINEERING, INC
ACCORDANCE WITH APPLICABLE SOLID MATERIALTHE
BUFFER ZONE ON THE PROPERTY.
DISPOSAL PROCEDURES
I LREFER TO ANY ORDER OF CONDITIONS ISSUED FOR
' .6,J a
ROBERT M. PERRY, P.E.
5.
EXCAVATION SHALL BE LIMITED TO THAT NECESSARY
THIS PROJECT. BY THE YARMOUTH CONSERVATION
P.O. BOX 1517
FOR PILING INSTALLATION.WHERE NAVIGABLE
COMMISSION AND OTHER PERMITTING AGENCIES FOR
EAST AENNIS,'MA 02641
WATER ALLOWS, PILINGS SHALL BE HAMMER DRIVEN.
CONSTRUCTION SCHEDULE, USE PROCEDURES AND
. QEy 9.>. 05 sviFrP/Eit toc. 508-385-1445 J
MINIMUM PILING EMBEDMENT DEPTH SHALL BE 12 FT.
GUIDELINES.
.1