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GENERAL NOTES
1. PLAN REFERENCE: LAND COURT PLAN 91906
2. ELEVATIONS REFER TO MLW. CONTACT CAPE COD
ENGINEERING, INC. FOR ADDITIONAL ELEVATION
BENCHMARK INFORMATION.
3. FLOAT FACILITY CONSTRUCTION ACCESS SHALL BE BY
THE RIVER FLOATS SHALL BE MANUFACTURED AT AN
OFF-SITE LOCATION AND DELIVERED TO THE SITE.
FLOATS SHALL BE OF THE SIMILAR CONSTRUCTION AS
EXISTING FLOATS AT THE FACILITY.
4. ANCHOR PILINGS SHALL BE HAMMIER DRIVEN. MINIMUM
ANCHOR PILING EMBEDMENT DEPTH SHALLBE 141T.
S. ALI, HARDWARE USED FOR CONSTRUCTION SHALL BE OF
HOT DIP GALVANIZED STEEL OR EQUAL AND COMPATIBLE
ALUMINUM OR STAINLESS HARDWARE FOR ANY
MANUFACTURED ALUMINUM SEGMENTS.
6. ALL TIMBER USED FOR THE FLOATS SHALL BE
CONSTRUCTION GRADE, YELLOW PINE, PRESSURE -
TREATED FOR MARINE USE THE TREATED LUMBER
SHALL BE IN A "DRY -PRESERVATIVE^ CONDITION WITH NO
RESIDUE PRESENT. PILINGS SHALL BE OF TIMBER, SYP
TREATED FOR MARINE USE.
7. NO CONSTRUCTION DEBRIS SHALL RESULT FROM THE
PROPOSED FLOAT WORK AS ALL FLOAT COMPONENFTS
SHALL BE JOB — READY UPON DEPLOYMENT AND
CONNECTION TO ANCHOR PILES.
8, THE FLOAT SYSTEM SHALL BE REMOVED ON A SEASONAL
BASIS AT AN OFF-SITE BOAT RAMP OR OTHER SUITABLE
LOCATION CONSISTENT WITI THE CURRENT
ARRANGEMENT FOR THE EXISTING FLOAT FACILITY.
9. REFER TO ANY ORDER OF CONDITIONS ISSUED FOR THIS
PROJECT BY THE YARMOUTH CONSERVATION
COMMISSION AND J OR MASS D.E.P. CHAPTER 91 LICENSE
AND I OR USACE FEDERAL PERMIT AUTHORIZATIONS FOR
CONSTRUCTION SCHEDULE AND ADDITIONAL GUIDELINES.
HYDROGRAPHIC PLAN SHOWING
PROPOSED FLOAT ADDITION TO AN EXISTING PIER
RAMP AND FLOAT FACILITY
nv
BASS RIVER
SERVING
9198 SOUTH STREET, SOUTH YARMOUTH, MA -
APRIL 2,2003 SCALE - AS NOTED
PREPARED BY
CAPE CDD L GIATEM0, INC
SO LELAND RD. BREWSTER, MLA 02631 509-8964861