HomeMy WebLinkAbout83-1855 - Partial Site Plan003GENERAL NOTES
ELEVATIONS REFER TO NGVD. 1929. DEPTHS OF WATER AT NIFAN
21.
4
LOW TIDE ARE SLIOSVN AS NEGATIVE VALUES.
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3. SIIF.ET PILING SHALL BF. -C-LOC-SERIES 4500 OR EQUAL % I T
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MINIMUM PANEL. WIDT11 OF 12 INCIIFS OR AS APPROVED BY THE
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WITH TIiF-TITICAL PROFILE. WORK SHOULD BE SCIIEDULED FOR
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TIMES OF LOW TIDE. .
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GENERAL NOTES
ELEVATIONS REFER TO NGVD. 1929. DEPTHS OF WATER AT NIFAN
21.
4
LOW TIDE ARE SLIOSVN AS NEGATIVE VALUES.
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2. ACCESS TO TFIF, CONSTRUCTION WORK SITE. SHALL BE VIA TILE
I;
RIVER.
3. SIIF.ET PILING SHALL BF. -C-LOC-SERIES 4500 OR EQUAL % I T
A
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Srh
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MINIMUM PANEL. WIDT11 OF 12 INCIIFS OR AS APPROVED BY THE
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OWNER'S ENGINEEIL
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WITH TIiF-TITICAL PROFILE. WORK SHOULD BE SCIIEDULED FOR
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TIMES OF LOW TIDE. .
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SHALL BE PRESSURE TREATED WTTl1 PRESERVATIVE FOR MARINE
APPLICATION OR EQUAL_
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6. HARDWARE SHALL BE NON -CORROSIVE METAL_ IIOT DIP
GALVANIZED STEEL OR F.QUAI_ -
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7, VINYL SHEETS SHALL BE VIBRATED ANIVOR JETTED INTO POSITION.
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9. AD.TUSTMENTS TO TIIF EXISTING PIERS AND OTHER FEATURES SUCI
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PARTIAL SITE PLAN SHOWING PROPOSED
RE -CONSTRUCTION OF AN EXISTING
PILE — SUPPORTED PIER
& RENOVATE BULKHEAD SHEATHING
AND BEACHGRASS PLANTING
AT
56 PLEASANT STREET
SOUTH YARMOUTIi, MA
ASSESSORS' MAP 61, PARCEL 100
PREPARED FOR
KARAM D. AND DONNA M. SKAFF
FEBRUARY 27, 2009 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
ROBERT M.PFRRY,PE
P.O. BOX 1517
EAST DENNIS, MA 02641
TEL - 508-3R5-1445
GENERAL NOTES
ELEVATIONS REFER TO NGVD. 1929. DEPTHS OF WATER AT NIFAN
21.
4
LOW TIDE ARE SLIOSVN AS NEGATIVE VALUES.
\ \
2. ACCESS TO TFIF, CONSTRUCTION WORK SITE. SHALL BE VIA TILE
I;
RIVER.
3. SIIF.ET PILING SHALL BF. -C-LOC-SERIES 4500 OR EQUAL % I T
SIIF.ET PILE WITH A MINIMUM SECTION DEPT11 OF 4.5 INCLIFS,
MINIMUM PANEL. WIDT11 OF 12 INCIIFS OR AS APPROVED BY THE
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OWNER'S ENGINEEIL
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4. SIIEET PILE. INSTALLATION SHALL BE IN GF.NF.RAL ACCORDANCE.
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WITH TIiF-TITICAL PROFILE. WORK SHOULD BE SCIIEDULED FOR
TIMES OF LOW TIDE. .
S. ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL MEMBERS
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SHALL BE PRESSURE TREATED WTTl1 PRESERVATIVE FOR MARINE
APPLICATION OR EQUAL_
6. HARDWARE SHALL BE NON -CORROSIVE METAL_ IIOT DIP
GALVANIZED STEEL OR F.QUAI_ -
`I ., 1
7, VINYL SHEETS SHALL BE VIBRATED ANIVOR JETTED INTO POSITION.
8. BACK FILL TIIF. VOID BETWEEN THE TWO WALL. FACES WIIF.RE
POSSIBLF. WITH CLEAN, MEDIUM GRANULAR SAND.
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9. AD.TUSTMENTS TO TIIF EXISTING PIERS AND OTHER FEATURES SUCI
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AS REMOVAL AND REPLACEMENT OF DECK SECTIONS FOR WORK
ACCESS SHALL BE AS DIRECTED BY 711E OWNER.
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10. PIER FRAMLNG MATERIALS SIIALL BE IN ACCORDANCE. WITH NOTE
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IL PIER PI t_INGS SI [ALL BE HAMMER- DRIVEN.WI I FRE PitACTICABLF.
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MINIMUM
TO A CAPCITY OF 2-"() PSF TO BE FIF LD VERIFIED WITH A71CNIiUNJ
FMRF.D\fF.NT DEPTH OF 12 FT.
12. NO LAYOUT CHANGES ARE PART OF THE PROPOSAL 171E LAYOUT
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SHALL BE CONSISTENT WITH MASS DEP WATERWAYS LICENSE $11661
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PLANTING NOTES
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1. THE IIATCTIF.D AREA SHOWN SHALL RAVE TiIF
INVASIVES (RiTTERSW EFT) REMOVED AND THE AREA
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SHALL BE SCARIFIED TO ACCEPT A PLANTING
APPLICATION.
2. THE PLANTING SiiALL INCLUDE AMERICAN BEACH
GRASS ON 12 INCH CENTER SPACING AND OTHER
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GROUPINGS OF COASTAL HARDY NATIVE PLANTS SUCH
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AS BEACH HEATHER, SWITCH GRASS IN THE HIGHER
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GROUND AREAS.
3. ACCESS SIIALL BE VIA THF. DRIVEWAY AND LAWN
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AREA.
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PL CsC� •T/�.�=u /s'o�rF'p
F-27RT
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P,.RF'''
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Sf//!T /�LF7inRHf
PARTIAL SITE PLAN SHOWING PROPOSED
RE -CONSTRUCTION OF AN EXISTING
PILE — SUPPORTED PIER
& RENOVATE BULKHEAD SHEATHING
AND BEACHGRASS PLANTING
AT
56 PLEASANT STREET
SOUTH YARMOUTIi, MA
ASSESSORS' MAP 61, PARCEL 100
PREPARED FOR
KARAM D. AND DONNA M. SKAFF
FEBRUARY 27, 2009 SCALE - AS NOTED
PREPARED BY
CAPE COD ENGINEERING, INC.
ROBERT M.PFRRY,PE
P.O. BOX 1517
EAST DENNIS, MA 02641
TEL - 508-3R5-1445