83-1855 - Partial Site Plan003GENERAL NOTES
ELEVATIONS REFER TO NGVD. 1929. DEPTHS OF WATER AT NIFAN
21.
4
LOW TIDE ARE SLIOSVN AS NEGATIVE VALUES.
sV
ef
I;
RIVER.
3. SIIF.ET PILING SHALL BF. -C-LOC-SERIES 4500 OR EQUAL % I T
A
'• 2
Srh
�
MINIMUM PANEL. WIDT11 OF 12 INCIIFS OR AS APPROVED BY THE
�. �.
I
^ - '
V c J
Lam.—�—_..—IT
WITH TIiF-TITICAL PROFILE. WORK SHOULD BE SCIIEDULED FOR
`
TIMES OF LOW TIDE. .
vl
i
Cr 'o) 'v�/c<1EAU FEG ci
ii
rr
-'�. /3 tel/ � � •=•uGF� /��t c./G.�'-
,� •� � P—Ta c SF _.� >I
•! Fri. r. srFe. .�%� �l
J
9
0
' r�ASS RivE�
\
Q r .
I
f
GENERAL NOTES
ELEVATIONS REFER TO NGVD. 1929. DEPTHS OF WATER AT NIFAN
21.
4
LOW TIDE ARE SLIOSVN AS NEGATIVE VALUES.
sV
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
'• 2
Srh
�
MINIMUM PANEL. WIDT11 OF 12 INCIIFS OR AS APPROVED BY THE
�. �.
OWNER'S ENGINEEIL
^ - '
V c J
f
WITH TIiF-TITICAL PROFILE. WORK SHOULD BE SCIIEDULED FOR
`
TIMES OF LOW TIDE. .
vl
i
SHALL BE PRESSURE TREATED WTTl1 PRESERVATIVE FOR MARINE
APPLICATION OR EQUAL_
�a
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.
is
Laal f in,
i
9. AD.TUSTMENTS TO TIIF EXISTING PIERS AND OTHER FEATURES SUCI
�L
I
i
1
PL CsC� •T/�.�=u /s'o�rF'p
F-27RT
N
P,.RF'''
r
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
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
�. �.
OWNER'S ENGINEEIL
^ - '
4. SIIEET PILE. INSTALLATION SHALL BE IN GF.NF.RAL ACCORDANCE.
-- c <% ✓. r
WITH TIiF-TITICAL PROFILE. WORK SHOULD BE SCIIEDULED FOR
TIMES OF LOW TIDE. .
S. ALL TIMBER USED FOR THE HORIZONTAL STRUCTURAL MEMBERS
i
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.
i
9. AD.TUSTMENTS TO TIIF EXISTING PIERS AND OTHER FEATURES SUCI
1*
AS REMOVAL AND REPLACEMENT OF DECK SECTIONS FOR WORK
ACCESS SHALL BE AS DIRECTED BY 711E OWNER.
.�
r,
10. PIER FRAMLNG MATERIALS SIIALL BE IN ACCORDANCE. WITH NOTE
�• f
05.
IL PIER PI t_INGS SI [ALL BE HAMMER- DRIVEN.WI I FRE PitACTICABLF.
e
i F
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
I
SHALL BE CONSISTENT WITH MASS DEP WATERWAYS LICENSE $11661
I
PLANTING NOTES
q� • .,- . •, ' f, - : , n �.
•: 'E
1. THE IIATCTIF.D AREA SHOWN SHALL RAVE TiIF
INVASIVES (RiTTERSW EFT) REMOVED AND THE AREA
j
SHALL BE SCARIFIED TO ACCEPT A PLANTING
APPLICATION.
2. THE PLANTING SiiALL INCLUDE AMERICAN BEACH
GRASS ON 12 INCH CENTER SPACING AND OTHER
A
GROUPINGS OF COASTAL HARDY NATIVE PLANTS SUCH
v DF TF , �-
AS BEACH HEATHER, SWITCH GRASS IN THE HIGHER
✓/�
GROUND AREAS.
3. ACCESS SIIALL BE VIA THF. DRIVEWAY AND LAWN
,E'
AREA.
�L
I
i
1
PL CsC� •T/�.�=u /s'o�rF'p
F-27RT
N
P,.RF'''
r
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