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GENERAL NOTES
1.
PLAN REFERENCE: LAND COURT PLAN 17002 B, LOT 7;
LOT LINE, TOPOGRAPHY AND OTHER
6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE
HYDROGRAPHIC PLAN
80
OF HOT DIP GALVANIZED STEEL OR EQUAL.
a�oP. /6•
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SHOWING
BREWSTER, MA. WITH HYDROGRAPHIC AND TIDAL
YARMOUTH CONSERVATION COMMISSION
PROPOSED PIER, RAMP AND FLOAT
f
Clo. FL !'s9 T
INC.
S. DECK PLANK SPACING SHALL BE A MINIMUM OF V2
INENGINEERING,
2.
ELEVATIONS REFER TO AILW = 0.0. CONTACT CAPE
INCH.
BASS .RIVER
COD ENGINEERING INC FOR ADDITIONAL BENCHMARK
9. CONSTRUCTION MATERIALS AND DEBRIS SIiALL NOT
54 GRANDVIEW DRIVE, SOUTH YARMOUTH, MA
INFORMATION.
BE STORED OR DISCARDED ON THE BANK OR BEACH.
3.
CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE
THE BEACH AND BUFFER ZONE SHALL BE COMPLETELY
PREPARED FOR
RIVER WITH LIMITED ACCESS DIRECTLY THROUGH
CLEARED OF ANY DEBRIS ON A DAILY BASIS. '
RONALD R. JR. AND JUDITH A. PARISEA U
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THE PROPERTY.
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-
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z"x 46CA,-
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; r
fr ..49� I} —_ I. 2•.x_�..l�/G'R/o!L
3e9"sia•r .yi`{ {C: 3 3"xE?'" rrs/hit FE`S E/l BOLTS "fr}"
Cj 3"Y 8"-SpLlTGs,P " _ 1 �8
s /1N liv, a' f LET? e�7[E To
n<T rr>AR S'f{ I
I�
. �/✓D SG�aLE }
GENERAL NOTES
1.
PLAN REFERENCE: LAND COURT PLAN 17002 B, LOT 7;
LOT LINE, TOPOGRAPHY AND OTHER
6. ALL HARDWARE USED FOR CONSTRUCTION SHALL BE
HYDROGRAPHIC PLAN
SITE DATA
OF HOT DIP GALVANIZED STEEL OR EQUAL.
_ L PREPARED BY OUTERMOST LAND SURVEYING OF
x
7. ALL TIMBER USED SHALL BE CONSISTENT WITH
SHOWING
BREWSTER, MA. WITH HYDROGRAPHIC AND TIDAL
YARMOUTH CONSERVATION COMMISSION
PROPOSED PIER, RAMP AND FLOAT
DATA DETERMINED AND PROVIDED BY CAPE COD
REQUIREMENTS.
INC.
S. DECK PLANK SPACING SHALL BE A MINIMUM OF V2
INENGINEERING,
2.
ELEVATIONS REFER TO AILW = 0.0. CONTACT CAPE
INCH.
BASS .RIVER
COD ENGINEERING INC FOR ADDITIONAL BENCHMARK
9. CONSTRUCTION MATERIALS AND DEBRIS SIiALL NOT
54 GRANDVIEW DRIVE, SOUTH YARMOUTH, MA
INFORMATION.
BE STORED OR DISCARDED ON THE BANK OR BEACH.
3.
CONSTRUCTION ACCESS SHALL BE PRIMARILY BY THE
THE BEACH AND BUFFER ZONE SHALL BE COMPLETELY
PREPARED FOR
RIVER WITH LIMITED ACCESS DIRECTLY THROUGH
CLEARED OF ANY DEBRIS ON A DAILY BASIS. '
RONALD R. JR. AND JUDITH A. PARISEA U
THE PROPERTY.
.:
10.RAMP AND FLOAT REMOVAL SHALL BE ATA SUITABLE
t of
4.
THE EXISTING STAIRS AND SHORT PIER SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF
OFF-SITE LOCATION. THE FLOAT SHALL NOT BE
�' oy
ERT APRIL 15, 2006 SCALE - AS NOTED
ACCORDANCE WITH APPLICABLE SOLID MATERIAL
E
STORED ANYWHERE WITHIN THE RESOURCE AREAS OR
THE BUFFER ZONE ON THE PROPERTY.
� P R y PREPARED BY
DISPOSAL PROCEDURES
I LREFER TO ANY ORDER OF CONDITIONS ISSUED FOR
c L
B
o
CAPE COD ENGINEERING INC
'
5.
EXCAVATION SHALL BE LIMITED TO THAT NECESSARY
THIS PROJECT. BY THE YARMOUTH CONSERVATION
9 FO/ �ER��� ROBERT
I P.E.
FOR PILING INSTALLATION. WHERE NAVIGABLE
COMMISSION AND OTHER PERMITTING AGENCIES FOR
BOX151PERRY,
L Ewe '' P.O. BOX 1517
WATER ALLOWS, PILINGS SHALL BE HAMMER DRIVEN.
CONSTRUCTION SCHEDULE, USE PROCEDURES AND
EAST nENN'IS, MA 02641
MINIMUM PILING EMBEDMENT DEPTH SHALL BE 12 FT.
GUIDELINES.
RF1. 9-7.06 vi FrPiEit' toc. 508-385-1445