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GENERAL NOTES
1. ELEVATION'S REFER TO NGVD, 1929. DEPTHS OF WATER AT MEAN
i LOW TIDE ARE SHOWN AS NEGATIVE VALUES.
V 2. ACCESS TO THE CONSTRUCTION WORK SITE. SHALL BE VIA THE
RIVER
3. SHEET PILING SHALL BE "C-LOC"SF,RIF.S 45H OR EQUAL VINYL
SHEET PILEWITH A DIININIUM SECTION DEPTH OF 4.5 INCHES,
0
� Q hfINIh1UDl PANEL WIDTH OF 12 INCHES OR AS APPROVED BY THE
OWNERS ENGINEER
111 111, oY; S r.
4. SHEET PILE INSTALLATION SHALL RE IN GENERAL ACCORDANCE.
�'"•'` _ r ,'T-' "`: "1, /' <<-�' ✓ 7 r WTTII THETYPICAL PROFILE.. WORK SHOULD BE SCHEDULED FOR
TIMES OF LOW TIDE
z v l 5 AI L TIYHIFR USED FOR THF ITORIZONTAL STRUCTURAL. MFMBFRS
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SHALL BE PRESSURE. TREATED WITH PRESERVATIVE FOR MARINE
i
APPLICATION Olt EQUAL.
g' x 6'
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6. HARDWARE SHALL BE NON -CORROSIVE METAL. HOT DIP
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pt
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\ Tina ".Fie,
GENERAL NOTES
1. ELEVATION'S REFER TO NGVD, 1929. DEPTHS OF WATER AT MEAN
i LOW TIDE ARE SHOWN AS NEGATIVE VALUES.
V 2. ACCESS TO THE CONSTRUCTION WORK SITE. SHALL BE VIA THE
RIVER
3. SHEET PILING SHALL BE "C-LOC"SF,RIF.S 45H OR EQUAL VINYL
SHEET PILEWITH A DIININIUM SECTION DEPTH OF 4.5 INCHES,
0
� Q hfINIh1UDl PANEL WIDTH OF 12 INCHES OR AS APPROVED BY THE
OWNERS ENGINEER
111 111, oY; S r.
4. SHEET PILE INSTALLATION SHALL RE IN GENERAL ACCORDANCE.
�'"•'` _ r ,'T-' "`: "1, /' <<-�' ✓ 7 r WTTII THETYPICAL PROFILE.. WORK SHOULD BE SCHEDULED FOR
TIMES OF LOW TIDE
z v l 5 AI L TIYHIFR USED FOR THF ITORIZONTAL STRUCTURAL. MFMBFRS
.=Et, "r-
�'.
SHALL BE PRESSURE. TREATED WITH PRESERVATIVE FOR MARINE
i
APPLICATION Olt EQUAL.
"
U
i
6. HARDWARE SHALL BE NON -CORROSIVE METAL. HOT DIP
GALVANIZED STEEL OR EQUAL.
l
7. VINYL SHEETS SHALL BE VIBRATED AND/OR JETTED INTO POSITION,
i
I
S;!
POSSIBLE. WITH CLEAN, MEDIUM GRANULAR SAND.
9. ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES SUC!
AS REMOVAL AND RF.PLACE'IIF.NT OF DECK SECTIONS FOR WORK
ACCESS SHALL. BE AS DIRECTED BYTHE OWNER.
10. PIER FRAMING MATERIALS SHALL BE IN ACCORDANCE %ITII NOTE
11. PIER PILINGS SI [ALL BE HAMIIFR- DRIVEN.WTIERE PRACTICAB LF
_ =
TO A CAPCITY OF 2,500 PSF TO BE FIELD VERIFIED WITH A MINIMUM
Q
EMBEDMENT DEPTH OF 12 FT.
41f
12. NO LAYOUT CHANGES ARE PART OF TIFF. PROPOSAL. THE LAYOUT
SHALL BE CONSISTENT WITH MASS DEP W'ATERW'AYS LICENSE 0 1661
ro
,,. CL, - . ✓ n,;,o
�
1. THE ifATC1iF.D AREA SHOWN SHALL HAVE THE
`
/s
INVASIVES ( BITTERSWEET) REMOVED AND THE AREA
iF
SHALL BE SCARIFIED TO ACCEPT A PLANTING
V
E
APPLICATION.
i
2. THE PLANTING SHALL INCLUDE AMERICAN BEACH
_ f
GRASS ON 12 INCH CENTER SPACING AND OTHER
GROUPINGS OF COASTAL HARDY NATIVE. PLANTS SUCH
AS BEACH HEATHER, SWITCH GRASS IN TIFF. HIGHER
GROUND AREAS.
=
�F)
3. ACCESS SHALL BE VIA TIIE DRIVEWAY AND LAWN
t
AREA.
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a 30 4 `1af-mouU)6
i 'I iFt Y 'h " •� 1
12
SNnkia /A
l7+ s
5�'. ��v, \ O.E.. �' .• /� 4F ~s h f, (i> < Q.ti�,
pt
Iirer.� � 9`a
pavis
\ Tina ".Fie,
GENERAL NOTES
1. ELEVATION'S REFER TO NGVD, 1929. DEPTHS OF WATER AT MEAN
i LOW TIDE ARE SHOWN AS NEGATIVE VALUES.
V 2. ACCESS TO THE CONSTRUCTION WORK SITE. SHALL BE VIA THE
RIVER
3. SHEET PILING SHALL BE "C-LOC"SF,RIF.S 45H OR EQUAL VINYL
SHEET PILEWITH A DIININIUM SECTION DEPTH OF 4.5 INCHES,
0
� Q hfINIh1UDl PANEL WIDTH OF 12 INCHES OR AS APPROVED BY THE
OWNERS ENGINEER
111 111, oY; S r.
4. SHEET PILE INSTALLATION SHALL RE IN GENERAL ACCORDANCE.
�'"•'` _ r ,'T-' "`: "1, /' <<-�' ✓ 7 r WTTII THETYPICAL PROFILE.. WORK SHOULD BE SCHEDULED FOR
TIMES OF LOW TIDE
z v l 5 AI L TIYHIFR USED FOR THF ITORIZONTAL STRUCTURAL. MFMBFRS
.=Et, "r-
-1f LEO tet- .CI CCAt' -7- k4 /�r•LT/.-p
4 t•,
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Y. 4•/C •o9
S>N/i"T �Li+TFpRm
vCE YEQ-• MGT h^ 44
PARTIAL SITE PLAN SHOWING PROPOSED
RE -CONSTRUCTION OF AN EXISTING
PILE —SUPPORTED PIER
& RENOVATE BULKHEAD SHEATHING
AND BEACHGRASS PLANTING
AT
56 PLEASANT STREET
SOUTH YARMOUTH, 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. PERRY, PE
P.O. BOX 1517
EAST DENNIS, DIA 02641
TEL -503-385-1415
�'.
SHALL BE PRESSURE. TREATED WITH PRESERVATIVE FOR MARINE
i
APPLICATION Olt EQUAL.
"
U
i
6. HARDWARE SHALL BE NON -CORROSIVE METAL. HOT DIP
GALVANIZED STEEL OR EQUAL.
l
7. VINYL SHEETS SHALL BE VIBRATED AND/OR JETTED INTO POSITION,
S. BACK FILL THE VOID BF.'FWTEN THE TWO WALL FACES WHERE
S;!
POSSIBLE. WITH CLEAN, MEDIUM GRANULAR SAND.
9. ADJUSTMENTS TO THE EXISTING PIERS AND OTHER FEATURES SUC!
AS REMOVAL AND RF.PLACE'IIF.NT OF DECK SECTIONS FOR WORK
ACCESS SHALL. BE AS DIRECTED BYTHE OWNER.
10. PIER FRAMING MATERIALS SHALL BE IN ACCORDANCE %ITII NOTE
11. PIER PILINGS SI [ALL BE HAMIIFR- DRIVEN.WTIERE PRACTICAB LF
_ =
TO A CAPCITY OF 2,500 PSF TO BE FIELD VERIFIED WITH A MINIMUM
Q
EMBEDMENT DEPTH OF 12 FT.
41f
12. NO LAYOUT CHANGES ARE PART OF TIFF. PROPOSAL. THE LAYOUT
SHALL BE CONSISTENT WITH MASS DEP W'ATERW'AYS LICENSE 0 1661
(2I
,,. CL, - . ✓ n,;,o
1 '•'/E PLANTING NOTES
1. THE ifATC1iF.D AREA SHOWN SHALL HAVE THE
`
INVASIVES ( BITTERSWEET) REMOVED AND THE AREA
iF
SHALL BE SCARIFIED TO ACCEPT A PLANTING
V
APPLICATION.
2. THE PLANTING SHALL INCLUDE AMERICAN BEACH
_ f
GRASS ON 12 INCH CENTER SPACING AND OTHER
GROUPINGS OF COASTAL HARDY NATIVE. PLANTS SUCH
AS BEACH HEATHER, SWITCH GRASS IN TIFF. HIGHER
GROUND AREAS.
=
�F)
3. ACCESS SHALL BE VIA TIIE DRIVEWAY AND LAWN
/AZ
AREA.
-1f LEO tet- .CI CCAt' -7- k4 /�r•LT/.-p
4 t•,
1 h'/7 iY9MF2 .r.:�)✓EN
�r crf., z,
� �_nT •t
T '(
Y. 4•/C •o9
S>N/i"T �Li+TFpRm
vCE YEQ-• MGT h^ 44
PARTIAL SITE PLAN SHOWING PROPOSED
RE -CONSTRUCTION OF AN EXISTING
PILE —SUPPORTED PIER
& RENOVATE BULKHEAD SHEATHING
AND BEACHGRASS PLANTING
AT
56 PLEASANT STREET
SOUTH YARMOUTH, 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. PERRY, PE
P.O. BOX 1517
EAST DENNIS, DIA 02641
TEL -503-385-1415