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GENERAL NOTES
1. ELEVATIONS REFER TO MIAY'. AND ARE DETERMINED
FROM THE KNOR'N ADJUSTMENT BETWEEN NG\'D
ELEVATIONS AND MEW AT THE SPECIFIC LOCATION;
AI CO VERIFIED BY HIGH TO LOW SALT NIARSO GRASS
TRANSITION; Al SO FIELD STUDIED USING TIDE
MART DATA. CONTACT TIIF ENGINEER FOR
FURTIFF.R BENCHMARK INFORNIATION PRIOR TO
COMMENCING CONSTRUCTION
2. PLAN REFFRENCE: LOT 2, LCE 9190 F; WATERWAYS
LICENCE PLAN 677, SFPT. 3, 1980
3. CONSTRUCTION ACCESS SHALL RE PRIMARILY BY
THE RIVEIL WITH LIMITED ACCESS DIRFCTLY VIA
TIFF 1`10ME DRIVEWAY AND LA\VN AREA DIRECT LY'
ADIACF.NTTO TIIF WORK SITE.
4. EXCAVATION SIIALL BE LIM1IITED 1'0 1II.AT
- NECESSARY FOR POST AND PILING REMOVAL AND
INSTALLATION. \\'11FRE NAVIGABLE WATER
ALLOWS, PILINGS SHALL RF. IIAAIAIFR DRIVCN.
MINIMUM PILING EMBEDMENT DFPTH SH ALI, RF 12
FT.
5. ALL DENIOLMON M ATERLAL SIIALL RE DISPOSFD OF
IN ACCORDANCE W'IT11 APPLICABLE. SOLID WASTE
REGULATIONS.
G. AI.1, IIAI t)AN'ARC USED FOIZ CONSI RI'C'E'10N SHA1.1. BF
OF HOT DIP GALVANIZED ST EEL OR FQ1 M..
.. ,ALL FRAMING TII!BUR USED SHALL. RI-
CONSTRLCT ION GR VDT. )TLLMA I'll E OR STRTNGTIf
EQUIVALENT W07.1 OR CONIPO5II I: St IMFCT TO
ENGINE R'S APPROVAL, ROOD IIIF\'1?I I N 1 SI f t! 1,
BF IN \CCOI:D\NC!.\C LTH Y ARMOt'IH
CONSFI A'AT. IIIN C ONINIISS ON (;I IDI I.INFN SP1 ( IFII.1)
IN THE ORDFR OF CONDI) IONS FOR I [IF PROM CT.
8, CONCTIZI(-IION M\1 FBI ALS AS D MIM IS SI IA I.I. NOI
RE STORED OR DISCARDFD ON'I III RANK OR BEACH.
THF RFACII AND BUFFER ZONE SFIAI_L BF
COMPLETF.IA CLEARED OF ANY DFBRIS ON A DAILY
R ASIS.
C).
REFER TO ANY ORDER OF CONDITIONS ISSIED FOR
THIS PROJECT BY TIFF YARMOUTH CONSERVATION
CONIVIISSION, USACE GENERAL PERSIII AND DFP
CUT APT. 91 LICENSE FOR CONSTRUCTION SCI IFDELF
AND ADDITIONAL. (UIDMANES.
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HYDROGRAPHIC PLAN SHOWING PROPOSED
RE -CONSTRUCTION Or AN EXISTING
PILE — SUPPORTED PIER
AT
204 SOUTH STREET
SOUTH YARMOUTH, AIA
ASSESSORS' MAP 34, PARCEL 304 jl
PRFPAf.FT) FOR
JOHN REILLY, JR. j
9ERT ?
NONTNIBER 21, 2008 SCALE - AS NOTED �
PE R
PREPARED BY
GNIL
CAPE COD ENGINEERING, INC.
35 Oo
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ROBERT M. PERRY, PE
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P.O BO\ 1517
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TEL 504 iS;-t.la;