HomeMy WebLinkAboutSite plan Revised 7.27.2026GENERAL NOTES:
PIER NOTES:
1.
THE PURPOSE OF THIS PLAN IS TO SHOW A PROPOSED
1.
ALL WOOD TO BE PRESSURE TREATED
RAMP AND FIXED PIER ON BASS RIVER ACCESSIBLE BY
2.
ALL METAL SHALL BE GALVANIZED.
LAND VIA AN EASEMENT AT #104 AND #110 RIVER STREET,
3.
1" SPACING BETWEEN DECK MEMBERS.
SOUTH YARMOUTH.
4.
PILES TO BE DRIVEN TO 10' PENETRATION OR REFUSAL.
4.
THE EXISTING CONDITIONS ARE BASED ON PLAN TITLED
5.
PILES SHALL HAVE PVC CAPS.
"EXISTING CONDITIONS PLAN" IN YARMOUTH (WEST), MA
6.
ALL AGENCIES SHALL BE NOTIFIED AND PERMITS OBTAINED BEFORE CONSTRUCTION BEGINS.
PREPARED FOR ATLANTIC COAST ENGINEERING BY RICHARD J,
7.
ALL PERMITS WILL BE STRICTLY ADHERED TO.
HOOD PLS DATED 9/27/25.
8.
THE PIER WORK SITE SHALL BE CLEANED UP EACH DAY AND RESIDUAL MATERIAL SHALL BE REMOVED
5.
ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
OFF SITE AND AND DISPOSED OF.
VERTICAL DATUM OF 1988 (NAVD88)
9.
PILINGS TO BE MECHANICALLY DRIVEN. NO PILES JETTED.
6.
BEARINGS SHOWN HEREON ARE BASED ON THE MASSACHUSETTS
10.
ALL WOOD USE TO BE SOUTHERN YELLOW PINE -PRESSURE TREATED UNLESS NOTED OTHERWISE.
STATE PLANE COORDINATE SYSTEM, MAINLAND ZONE, NORTH
11.
ALL CONSTRUCTION FROM BARGE SHALL BE DONE WITH A MINIMUM OF TWO FEET OF WATER BELOW AT
AMERICAN DATUM (NAD83).
ALL TIMES OR FROM LAND.
7.
UTILITY INFORMATION SHOWN HEREON IS DERIVED FROM ABOVE
12.
NO BARGE TO REST ON RIVER BED AT ANY TIME DURING CONSTRUCTION.
GROUND OBSERVED EVIDENCE IN CONJUNCTION WITH DIG SAFE
MARKINGS AND RECORD PLANS. THE LAND SURVEYOR MAKES NO
GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN HEREON
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE
OR ABANDONED. THE LAND SURVEYOR FURTHER DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN
THE EXACT LOCATION INDICATED. BEFORE CONSTRUCTION CALL
DIG SAFE SYSTEMS, INC. AT 1-888-344-7233.
,
LOCUS OWNER:
APN 43-44
WILLIAM A HEARN TR
RIVER STREET NOMINEE TRUST
193 HUNNEWELL ST
NEEDHAM, MA 02492
APN 43-45
DAVID MCCARTHY TR
DAVID MCCARTHY REV TRUST
109 RIVER STREET
SOUTH YARMOUTH, MA 02664
ASSESSORS PARCEL:
MAP 43 LOT 44
MAP 43 LOT 45
PLAN REFERENCES:
PB PG
15 3
15 217
49 135
238 238
692 46-48
L.C.C. 15857
DEED REFERENCES:
APN 43-44 DOCUMENT 1465001
APN 43-45 DOCUMENT 1514279
AS RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF
DEEDS
FEM A:
LOCUS IS SITUATED IN ZONE X, VE (ELEV. 13), AND AE (ELEV. 11)
AS SHOWN ON F.I.R.M. No 25001 C0587J, EFFECTIVE 7/16/14.
ZONING:
LOCUS IS ZONED RS-40
MINIMUM SETBACK REQUIREMENTS
FRONT YARD 30'
SIDE YARD 20'
REAR YARD 205'
M.S.P.C.S.
EXISTING PIER
GRID COORDINATES FROM
GEI PLAN DATED 11/16/2021
N:2701598.78
E:1012410.52
`S EDGt- F
CHANNEL,
moo
FBo o
NEAREST EDGE OF 60 FT
WIDE CHANNEL
115 FT TO NEAREST
EDGE OF CHANNEL
2691
6
o
S) `>
9
ROPOSED
FIXED PIER
�18 0,
.00
PROPOSED/PERMITTED
PIER (NOT BUILT
.
APN 43-43
PROPOSED
\
\,
96 RIVER STREET
COMPOST
�
� I
- t ,
`S `O�
" _
XIST
N/F
ROBERT BRUCE HEICK
�,
FILTER TUBES
_
- '
+ RET.
RETAINING
G WALL
CTF. 229048 -
. _ _C14VE
PROPOSED
(EL 13) 4.0'W
_ > �
WALL _
S
EXISTING PIER
_ _
1757'29��
w
LO
_ RAM
X COASTAL -_ �� 8.0'
_ _ OTE:
_
- W 125 g4,
--
SN
BANK
EASEMENT
_ _
I MHW IS ELEVATION 1.46
o
EASEMENT MLW IS ELEVATION -2.22
00
APN 43-44
- - i
I
_0
(BOTH
OCCUR ON THE TIMBER WALL)
N
104 RIVER STREET
N/F
. i i _
-
VE (EL 13)
WILLIAM A. HEARN
\
'
�__
_
---------1
8,545t SF
r
i
i
PATIO AE ( EL 11)
_ - -"- --"-•�._._
(TO TIE LINE)
i
N
v!
i
'
- - - - - - _ -
CTF. 230745
I
i
M
I
, No. 10
2 STY.
50' WETLAND
► I
i
WD. FR.
BUFFERZ
I ia'
o
o
APN 43-45
-
Z I
110 RIVER STREET
ENCHMARK
I
N/F
\
i
DAVID C. McCARTHY, TR.
ELBEV..H 11.24'
1� i,
i
I
7,586f SF
(TO TIE LINE)
50 COASTAL
BANK
� i �
I
i
CTF. 237793
BUFFE
I R
89.22'
FNDy
I
120.18'
CB/DR
11-05'32'55sE 209.40)
PCKT. FN
. GATE
100'
WETLAND BUFFER/
100'
RIVERFRONT AREA
EDGE` QF PAVEMENT >>J
RIVER
(TOWN---AYOUT - 401 WIDE)
\ I
STREET
EDGE OF PAVEMENT .'
oUP
PLAN
SCALE: 1 " = 20'
0
0
Cn
d-
w
LO
P
PO
00
APN 43-47
RIVER STREET
N/F
BARRY W. GAUGHRAN
BK. 30352 - PG. 318
DECK ELE`
=7.8'
M ATC
EXISTIN
GROUN
32.1'
HW TO EN
OF PIER
FIXED PIER PROFILE
SCALE: 1 " = 10'
10" DIA. PILE
8' M A X
SPACING
SEE PROFILE
2"x8"
SPLIT PILE CAP
(BOTH SIDES OF
PILE)
i
I
n
2"x6" DECKING
(1" MIN SPACING)
ELEV. 10.0
N AVD
F°
2"x8"
Ln STRINGERS.
TOE NAIL W/
0
2-16D RING 0
SHANK
NAILS AND
=
USE
HURRICANE
°
STRAPS °
0
16" O.C.
0
0
MAX
0
0
0
0
0
0
0
ZONE VE(ELEV. 13)
BASS
RIVER
-LEV. = 1.46
LEV. _ -2.22
'1�2" WH I TE
NYLON ROPE
3/4" DIA.
H.D.G.
FASTENERS
W/ NUT AND FLAT
WASHERS AT EACH
END.
(2 AT EACH
LOCATION)
2"x6" CROSS
BRACING
(PLACE ABOVE
MLW)
10' MIN.
PENETRATION
OR REFUSAL
n
FIXED PIER CROSS SECTION
TURN ENDS IN 10'f
DISTURBED AREA
�O
E El
O
COMPOST\ ❑
FILTER ❑
TUBE
2' STAKED LAP
UNDISTURBED AREA
2x2 NOMINAL 36"
HARDWOOD STAKES
PLACED 10' O.C.
COMPOST FILTER TUBE
nI A NI
IN 1D
N TS
2x2 NOMINAL 36"
HARDWOOD STAKES
COMPOST FILTER TUBE PLACED 10' O.C.
DISTURBED AREA UNDISTURBED AREA
FLOW
COMPOST FILTER TUBE
SECTION
N TS
.{a:tt U1
M . - To
-
o.v=S' 75q T23r �.
'n �' _ S
3?T T LOCUS l�
14
_ v IV P
1�0 �iM
LOCUS MAP N.T.S
REVISIONS DA TE
PROPOSED PIER
PREPARED FOR
J SCOTT MARTIN
�C
STEPH EN M OSCA
AT
104 & 110 RIVER ST.
S. YARMOUTH, MA
Atlantic Coast Engineering
SCITUATE HARBOR OFFICE
88 Front St. Suite 22
Scituate, MA 02066
Office: (781)378-2593
QUINCY/MARINA BAY OFFICE
500 Victory Rd., Suite 400
Quincy, MA 02171
Office: (617)404-2001
*Specializing in Engineering, Surveying,
Permitting and Construction Consulting
7/27/26
�At1 OF R4 =1
y�� SgL,y
o`er JOSEPH E u,
oHANNON
v CIVIL v
No. 47712
is
SS10NAl ��
SCALE:
SCALE: 1 " = 20'
0' 20' 40' 6 0'
DA TE. JUL Y 11, 2026
COMP./DESIGN: MP
CHECK: RH/JH
DRA WN: RH/MP
FIELD: SEE GENERAL NOTE 4
APPROVED: RH/JH
SHEET
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