HomeMy WebLinkAboutSite Plan Revised 5.6.2026GENERAL NOTES:
1. THE PURPOSE OF THIS PLAN IS TO SHOW A PROPOSED
FIXED PIER, RAMP, AND FLOATING DOCK ON BASS RIVER
ACCESSIBLE BY LAND "A AN EASEMENT AT #104 AND
#110 RIVER STREET, SOUTH YARMOUTH.
4. THE EXISTING CONDITIONS ARE BASED ON PLAN TITLED
"EXISTING CONDITIONS PLAN" IN YARMOUTH (WEST), MA
PREPARED FOR ATLANTIC COAST ENGINEERING BY RICHARD J,
HOOD PLS DATED 9/27/25.
5. ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH AMERICAN
VERTICAL DATUM OF 1988 (NAVD88)
6. BEARINGS SHOWN HEREON ARE BASED ON THE MASSACHUSETTS
STATE PLANE COORDINATE SYSTEM, MAINLAND ZONE, NORTH
AMERICAN DATUM (NAD83).
7. UTILITY INFORMATION SHOWN HEREON IS DERIVED FROM ABOVE
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 ElUNNEWELL ST
NEEDHAM, MA 02492
APN 43-45
DAVID MCCARTHY TR
DAVID MCCAR THY REV TRUST
109 RIVER STREET
SOUTH YARMOUTH, MA 02664
ASSESSORS PARCEL
MAP 43 LOT 44
MAP 43 LOT 45
PLAN REFERENCES:
PB PG
5 3
5 217
49 135
238 238
692 46-48
L.C.C. 15857 EXISTING PIER
DEED REFERENCES:
APN 43-44 DOCUMENT 1465001
APN 43-45 DOCUMENT 1514279
AS RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF
DEEDS
FEMA:
LOCUS IS SITUATED IN ZONE X, VE (ELEV. 13), AND AE (ELEV. 11)
AS SHOWN ON F.I.R.M. No 25001CO587J, 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.GS.
PIER NOTES:
1. ALL WOOD TO BE PRESSURE TREATED
2. ALL METAL SHALL BE GALVANIZED.
3. 1" SPACING BETWEEN DECK MEMBERS.
4. POSTS TO BE DRIVEN TO 10' PENETRATION OR REFUSAL.
5. POSTS SHALL HAVE PVC CAPS. 1
6. ALL AGENCIES SHALL BE NOTIFIED AND PERMITS OBTAINED BEFORE
CONSTRUCTION BEGINS.
7. ALL PERMITS WILL BE STRICTLY ADHERED TO.
8. THE PIER WORK SITE SHALL BE CLEANED UP EACH DAY AND RESIDUAL
MATERIAL SHALL BE REMOVED OFF SITE AND AND DISPOSED OF.
9. THE RAMP AND FLOAT SHALL BE REMOVED OFFSITE DURING NON -BOATING
SEASON.
10. PILINGS TO BE MECHANICALLY DRIVEN. NO PILES JETTED.
11. ALL WOOD USE TO BE SOUTHERN YELLOW PINE -PRESSURE TREATED UNLESS _
NOTED OTHERWISE.
12. ALL CONSTRUCTION FROM BARGE SHALL BE DONE WITH A MINIMUM OF TWO
FEET OF WATER BELOW AT ALL TIMES OR FROM LAND.
13. NO BARGE TO REST ON RIVER BED AT ANY TIME DURING CONSTRUCTION.
14. FLOAT TO BE ANCHORED TO THE RIVER BOTTOM USING J" STAINLESS STEEL
CHAINS AND HELIX ANCHORS. 1 ANCHOR & CHAIN TO BE PLACED AT EACH
CORNER.
RED CHANNEL MARKER
-u _
DPOS
LOAF
e
79
9�3z��,QB
PROPOSED
/PERMITTED s ZO
PIER AND FLOAT
(NOT BUIL
APN 43-43
PROPOSED
96 RIVER STREET
N/F
_ - -
ROBERT BRUCE DOCK
FlLIER TUBE
PROPOSED y `
CIE. 229048
VE FEE 13) 4.6'W s
16.4L'x
1.N x____ RA_M
COASTAL _ 8.0, 1
�
BANK- \ EASEMENT
APN 43-44
104 RIVER STREET -
N/F _
J
WILUAM A. HEARN o _
8,5452 SF
(TO TIE LINE) u
CTF. 230745
50' WETLAND I
BUFFER'
ENCHMARK
CB/DH
ELEV. 11.24' 1
50' COASTAL
BAN
R.
( 89.22' 041 1
ROPOSED
10'x20' FLOAT
ROPOSED 201ExSW
RAMP
POPOSED 5L'x4.6'W
FIXED PIER
_
MISTING RETAINING WALL
OTE:
A IS ELEVATION 1.46
MLW IS ELEVATION -2.22
(BOTH OCCUR ON THE TIMBER WALL)
R
_
EXISTING
^PIER
.0' EASEMENT
VE (EL 13)
i____________I
PAPO AE (EE 1U
_._._.- -
No.
No. 10
2 STY.
o
W0. FR.
my
APN 43-45 1
21 A_
110 RIVER STREET 1
N/F
DAMD C. MCCARTHY, TR. P
7. SIc2 SF
(TO TIE LINE)
CIT. 237793
120A8'
PCKT. FNC. GA05-32'55" E 209.40'
Ej - M--t--tom
100' WETLAND BUFFER/ /J illXfY 2
l
100' RIVERFRONT AREA EDGE` OF PAVEMENT �
RIVER (TOWN-LAYOUT-404WIDE) STREET
EDGE OF PAVEMENT
PLAN
SCALE: 1" = 20'
35'1 MHW TO END OF FLOAT
DECK ELEV. 16.4' 20.0'
=7.8' CRAMP 5.0' RAMP FLOOD ZONE VE(ELEV. 13)
MATCH FIXED PIER
EXISTING _.__.. _......-......__.. ....._..._ ,.�
TOP EXIST.
RET. WALL
ELEV.=4.3't
6"x6" WOOD
POSTS (TYP.)-
2"x4"
RAILING /r
i4
L
1
�r
T
2„X8„
SPLIT PILE CAP
(BOTH SIDES OF PILE)
O'x2O' BASS
FLOAT RIVER
- - - - - - - - - - -MHW ELEV. = 1.46
- - - - - - - - - -OAT- - -MLW ELEV. = -2.22
L
ANCHOR
(SEE PIER NOTE 14)
RIVER
BE
FIXED PIER PROFILE
SCALE: 1" = 10'
1.0
2"x6" DECKING
(1" MIN SPACING)
ELEV. 10.0
NAVD
°
2%8" STRINGERS.
01
TOE NAIL W/
2-16D RING SHANK
o
NAILS AND USE
o
°
HURRICANE STRAPS
°
6" O.C.
FIXED PIER CROSS SECTION
APN 43-47
RIVER STREET
N/x
TURN ENDS IN 10'±
BARRY W. GAUGHRAN
BK. 30352 - PG. 318
El
F`� ❑
�O
DISTURBED AREA
4
El
ID
ID
COMPOST ❑
❑
FILTER ❑
TUBE
2' STAKED LAP
2x2 NOMINAL 36"
HARDWOOD STAKES
UNDISTURBED AREA
PLACED 10' O.C.
COMPOST FILTER TUBE
PLAN
NTS
NTS
" WHITE
NYLON ROPE
4 x4' POSTS 0
8.2± SPACING. SEE
PROFILE.
3/4" DIA,
H.D.G.
FASTENERS
W/ NUT AND FLAT
WASHERS AT EACH
END.
(2) EACH LOCATION)
2 X6 CROSS
BRACING
(PLACE ABOVE MEW)
10' MIN.
PENETRATION
7//
OR REFUSAL
2x2 NOMINAL 36"
HARDWOOD STAKES
COMPOST FILTER TUBE PLACED 10' O.C.
DISTURBED AREA UNDISTURBED AREA
FI OW
COMPOST FILTER TUBE
SECTION
NTS
1za
s : S¢,
w a
ac rs.
LOCUS MAP N.T.S
REVISIONS DATE
PROPOSED PER
PREPARED FOR
J SCOTT MARTIN
STEPHEN MOSCA
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
?�.."a 4Cac_Cc
sJOSEPH''EWW HpNNON
CIVIL m
No.47712
ENS
SCALE: I" = 20'
0' 20' 40' 60'
DATE MAY 5, 2026
COMP./DESIGN: MP
CHECK: RH/JH
DRAWN: RH/MP
FIELD: SEE GENERAL NOTE 4
APPROVED: RH/JH
SHEET
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