83-1855 - Partial Site Plan/:'/-?C/� J SFD :
7' � . D/ ) N 'i-0
------------
1
j
.4lL T^/n/TJ'
�� fs !'c l TS r� DOCi
` s/
r'L 4S00
r Ev'nc� /
43, _c" _-:.. I L: UL /c.YE/)
i
yxe 7� /
8r�
f.Y.ST/�✓G i���� J A.� '4?
6-
•
/
AS REMON AL AND RFPIACFDIFNT OF DECK SECT FOR WORK
ACCESS SII.ALL BE AS DIRECTED BY TIIE OWNER.
-J
1�
10. PIER FRAMING 51ATF.RIALS SI LALI. AF. IN ACCORDANCE WTit[ NOTE
05.
C JAS S
11. PIER PILINGS SHALL RE IIAMMER-DRIVEN.WIIERE PRACTICABLE
- =
TO A CAPCITY OF W00 ME TO BE FIELD VERIFIED WITH A MINI-IfuM
n'
i
12. NO LAYOUT CHANGES ARE PART OF THE PROPOSAL. TIIE LAYOUT
SHALL BE CONSISTENT %NMI MASS DEP WATERWAYS LICENSE 0 1661
! i. _ _ .���"
• 1 c.
ICI
1. THE HATCHED AREA SHOWN SHALL HAVE THE
ilk
INVASIVES (BITTERSWFEI) REMOVED AND THE AREA
I
SHALL BE SCARIFIED TO ACCEPT A PLANTING
lJ I
APPLICATION.
2. THE PLANTING SHALL INCLUDE AMERICAN BEACH
GRASS ON 12 INCH CENTER SPACING AND OTHER
/a
GROUPINGS OF COASTAL HARDY NATIVE. PLANTS SUCH
GE Tis+ L
AS BEACH HEATHER, SWITCH GRASS IN THE HIGHER
GROUND AREAS.
l%o
f
3. ACCESS SHALL BE VIA THE DRIVEWAY AND LAWN
AREA.
I
!i
.4lL T^/n/TJ'
�� fs !'c l TS r� DOCi
` s/
r'L 4S00
r Ev'nc� /
43, _c" _-:.. I L: UL /c.YE/)
i
yxe 7� /
8r�
f.Y.ST/�✓G i���� J A.� '4?
6-
pL/Y/J Sr_'/1<r - /-- _>O�
GENERAL NOTES
q 1. ELEVATIONS REFER TO NGVD, 1929. BEMIS OF WATER AT, MEAN
LOW TIDE ARE SIIOW?I AS NEGATIVE VALUES.
Q 2. ACCESS TO THE CONSTRUCTION WORK SITE SHALL BE VIA THE
V RIVER.
i 3. SHEET PILING SHALL BE "C-LOC"SERIES 4500 OR EQUAL VINYL
' SIIEFT PILE WITH A MINIMUM SECTION DEPTH OF 4.5 INCITES,
MINIMUM PANEL W'IDTIi OF 12 INCHES OR AS APPROVED BY 71IE
0 OWNF.R'SENGINEER.
4. SRF.FT PILE INSTALLATION SHALL BE IN GENERAL ACCORDANCE
�'.���---- _ w - ,i s c ^ �' c �. c" ✓. 7 r \VITFI THE TYPICAL PROFILE. WORK SHOULD BE SCHEDULED FOR
TIMES OF LOW TIDE. .
- - - - " 1- +�� 5. ALL TINMER USED FOR TIIE HORIZONTAL STRUCTURAL MEMBERS
SHALL BE PRESSURE TREATED WITH PRESERVATIVE FOR MARINE
APPLICATION OR EQUAL_
6 HARDWARE SIIALL OF NON -CORROSIVE METAL. HOT DIP
GALVANIZED STEEL OR EQUAL.
7. VINYL SHEETS SHALL BE VIBRATED ANIVOR JETTED INTO POSITION.
S. BACK FILL TIIE VOID BETWEEN TIFF TWO WALL FACES WIIF.RE
^! POSSIBLE. WITH CLEAN, MEDIUM GILANULAR SAND.
(? 9. ADJUSTMENTSTO TIFF EXISTING PIERS AND OTHER FEATURES SUCII
-IONS
•
„
AS REMON AL AND RFPIACFDIFNT OF DECK SECT FOR WORK
ACCESS SII.ALL BE AS DIRECTED BY TIIE OWNER.
-J
1�
10. PIER FRAMING 51ATF.RIALS SI LALI. AF. IN ACCORDANCE WTit[ NOTE
05.
11. PIER PILINGS SHALL RE IIAMMER-DRIVEN.WIIERE PRACTICABLE
- =
TO A CAPCITY OF W00 ME TO BE FIELD VERIFIED WITH A MINI-IfuM
n'
i
pL/Y/J Sr_'/1<r - /-- _>O�
GENERAL NOTES
q 1. ELEVATIONS REFER TO NGVD, 1929. BEMIS OF WATER AT, MEAN
LOW TIDE ARE SIIOW?I AS NEGATIVE VALUES.
Q 2. ACCESS TO THE CONSTRUCTION WORK SITE SHALL BE VIA THE
V RIVER.
i 3. SHEET PILING SHALL BE "C-LOC"SERIES 4500 OR EQUAL VINYL
' SIIEFT PILE WITH A MINIMUM SECTION DEPTH OF 4.5 INCITES,
MINIMUM PANEL W'IDTIi OF 12 INCHES OR AS APPROVED BY 71IE
0 OWNF.R'SENGINEER.
4. SRF.FT PILE INSTALLATION SHALL BE IN GENERAL ACCORDANCE
�'.���---- _ w - ,i s c ^ �' c �. c" ✓. 7 r \VITFI THE TYPICAL PROFILE. WORK SHOULD BE SCHEDULED FOR
TIMES OF LOW TIDE. .
- - - - " 1- +�� 5. ALL TINMER USED FOR TIIE HORIZONTAL STRUCTURAL MEMBERS
SHALL BE PRESSURE TREATED WITH PRESERVATIVE FOR MARINE
APPLICATION OR EQUAL_
6 HARDWARE SIIALL OF NON -CORROSIVE METAL. HOT DIP
GALVANIZED STEEL OR EQUAL.
7. VINYL SHEETS SHALL BE VIBRATED ANIVOR JETTED INTO POSITION.
S. BACK FILL TIIE VOID BETWEEN TIFF TWO WALL FACES WIIF.RE
^! POSSIBLE. WITH CLEAN, MEDIUM GILANULAR SAND.
(? 9. ADJUSTMENTSTO TIFF EXISTING PIERS AND OTHER FEATURES SUCII
-IONS
•
„
AS REMON AL AND RFPIACFDIFNT OF DECK SECT FOR WORK
ACCESS SII.ALL BE AS DIRECTED BY TIIE OWNER.
-J
1�
10. PIER FRAMING 51ATF.RIALS SI LALI. AF. IN ACCORDANCE WTit[ NOTE
05.
11. PIER PILINGS SHALL RE IIAMMER-DRIVEN.WIIERE PRACTICABLE
- =
TO A CAPCITY OF W00 ME TO BE FIELD VERIFIED WITH A MINI-IfuM
n'
EMBEDMENT DEPTH OF 12 FT.
12. NO LAYOUT CHANGES ARE PART OF THE PROPOSAL. TIIE LAYOUT
SHALL BE CONSISTENT %NMI MASS DEP WATERWAYS LICENSE 0 1661
PLANTING NOTES
ICI
1. THE HATCHED AREA SHOWN SHALL HAVE THE
ilk
INVASIVES (BITTERSWFEI) REMOVED AND THE AREA
I
SHALL BE SCARIFIED TO ACCEPT A PLANTING
lJ I
APPLICATION.
2. THE PLANTING SHALL INCLUDE AMERICAN BEACH
GRASS ON 12 INCH CENTER SPACING AND OTHER
GROUPINGS OF COASTAL HARDY NATIVE. PLANTS SUCH
GE Tis+ L
AS BEACH HEATHER, SWITCH GRASS IN THE HIGHER
GROUND AREAS.
l%o
f
3. ACCESS SHALL BE VIA THE DRIVEWAY AND LAWN
AREA.
JP�r:,••G
REI/_ 4�/O�o9
�H/FT FLP7f0?ril
.PFO✓cE_- vE[.. i»G T. A^ -'FA
_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
FAST DENSIS, MA 02641
TF.L-500-385-1445