HomeMy WebLinkAboutDOA - 24 Frothingham Way - Grading Plan002J,
!/
' / O
' UPL
Cy � " /
/ ! ✓ - FXS;l .G
AND RAIL F[N-
,'_D LIMIT SIGN
_�✓J �"'�., �\ TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAIL SHEET 2)
TRISTAN REALTY TRUST
\ ` ASSESSORS MAP 51
C PARCEL 83
r
/ FGA %G
(TOWN WATER)
j,G•., \'., \�~--._ \ #148 PLEASANT STREET
(r:\.
SILT FENCE
(LIMIT OF WORK)
N/F
MICHAEL & DENYSE DODD
ASSESSORS MAP 51
PARCEL 87.2
(TOWN WATER)
#156 PLEASANT STREET
� V
GUI' WIRE
1
\
SILT FENCE
(LIMIT of WORK)
0 1 \,r
Al
10 �� \
0 Co
EXISTING SIGN
"SI -Ow CHK DR N
CRO;_ tiG
GENERAL NOTES:
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MAKE CERTAIN THAT ALL REQUIRED
PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION
SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED THE
PROJECT PLANS.
2. EXISTING UTILITIES, WHERE SHOWN HEREON, ARE APPROXIMATE. THE CONTRACTOR SHALL
VERIFY THE SIZE AND LOCATION OF ALL UTILITIES AFFECTED BY THE WORK PRIOR TO THE
START OF CONSTRUCTION. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE
PROPOSED WORK, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE
ACCURATELY DETERMINED, WITHOUT DELAY, BY THE CONTRACTOR, AND THE INFORMATION
SHALL BE FURNSHED IN WRITING TO THE ENGINEER. THE CONTRACTOR SHALL ASSUME
ALL LIABILITY ASSOCIATED WITH THE VERIFICATION, DISTURBANCE, AND/OR REPLACEMENT
OF ALL EXISTING UTILITIES ENCOUNTERED PRIOR TO OR DURING CONSTRUCTION.
3. THE CONTRACTOR SHALL NOTIFY DIG -SAFE AT (888) 344-7233, PER THE COMMONWEALTH
OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 40, A MINIMUM OF 72 HOURS PRIOR
TO THE START OF CONSTRUCTION.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE RECORDS OF THE
LOCATION AND ELEVATION OF ALL WORK INSTALLED. THE CONTRACTOR SHALL PROVIDE
THIS INFORMATION TO THE ENGINEER UPON REQUEST, FOR USE IN PREPARING RECORD
DRAWINGS.
5. CONTRACTOR SHALL ENSURE THAT THERE ARE NO IMPACTS TO THE EXISTING BUILDING OR
ADJACENT PROPERTIES DURING CONSTRUCTION. VEHICULAR WAYS SHALL REMAIN OPEN
DURING BUSINESS HOURS AND THERE SHALL BE NO INTERUPTION IN UTILITY SERVICES TO
THE EXISTING BUILDING.
6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. ALL
CONSTRUCTION ACTIVITIES SHALL COMPLY WITH OSHA REGULATIONS AND ALL LOCAL AND
STATE REQUIREMENTS.
7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO BSC GROUP FOR REVIEW AND APPROVAL
OF ANY DESIRED SUBSTITUTIONS.
ISSUED FOR CONSTRUCTION: 8/29/2011
USER RESPONSIBLE FOR VERIFYING THAT CONTENT OF
THIS PLAN HAS NOT BEEN FURTHER REVISED
RON
FIRE
3:, F,
12"
GRAVEL
SHOULDER
40' RIGHT-OF-WAY
8' TRAVEL LANE
3" STONE SCREENINGS (M 2.05.0)
1/4"/FT. MIN.
8' TRAVEL LANE
1/4"/FT. MIN.
12"
GRAVEL
SHOULDER
' 10 COMPACTED GRAVEL BORROW BASE j, iµorM;s
. (M 1 03.0 C)
�-E BRIAN G.
ERGATIA
CIVIL
5206
COMPACTED SUBGRADE
i
TICAL ROADWAY SECTION OAK STAKE
NONEI BRIAN G. YERGATIAN
FILTER FABRIC PROFESSIONAL ENGINEER
/
NO.
DATE
DESC.
1
6/02/11
ROADWAY ALIGNMENT
2
6• FLOW I POLES '
REVISE ALIGNMENT
3
8/29/11
REVISE ALIGNMENT
a0
6•
--UNDISTURBED
EARTH
CONCRETE
CRETE
�•
FOUND
\
B A COUPLER
N/F?�
FREDERICK SILVERIO
ASSESSORS MAP 51
PARCEL 84
(TOWN WATER)
#14 FROTHINGHAM WAY
i
I
�yh //
l
/ 9
1Os
�
N
SHIP SHOPS, ALLEN PRIDDY
SECTION A
SECTION 8
�i
X
ASSESSORS MAP 51
00
PARCEL 81
(TOWN WATER)
_
OP
%:
ry0• O
kJ
t
V ry�
ti
r
_
EXISTING Ci Pr`s---- �—
SHED
SILT FENCE
510P SIGN ��0
!O
SCALE: NONE
L
ACHT
—� BA
RIVER CLUB
SSESSORS MAP 51..
/
.t )\'.\ 6.25 PARCEL 85
\., x (TORN WATER)� \ \ � 40
# 2 FROTHINGHAM WAY \ _ 7 \
O
\ r / \ I
SILT FENCE
EXISTING
\ 0?�• ONE-STOR
� /
`\ \ UP p (UNIT OF WORK) - I WOOD BUILDI
0 t % / 1 "BASS RIVE
YACHT CLU
\ p /
UPL� �.
N
RICHARD S. DODD
ASSESSORS MAP 51
PARCEL 87.1
(TOWN WATER)
#158 PLEASANT STREET
�. \` oo I I O kF7 ' \
\ I
CON40RETE '� \
8011 /
DH F<:IiND
DATE
ROADWAY
RECONSTRUCTION
PLANS
FROTHINGHAM WAY
IN
SOUTH YARMOUTH
MASSACHUSETTS
(BARNSTABLE COUNTY)
GRADING PIAN
APRIL 5, 2011
PREPARED FOR:
BASS RIVER YACHT CLUB
P.O. BOX 182
SOUTH YARMOUTH, MA 02664
CONCRETE /
100"SC GROUP
-
BOUND / 4�P10,10,
olsK FOUND 349 Main Street
I= Unit D, Route 28
i \ W. Yarmouth, Massachusetts 02673
\ DSK SETRIN CONCRETE \� \ 10. ( COAST L°PBArNK \ 508 778 8919
BOUND. 6.0' N.G. V.D.
IEDGE OF 2011 BSC Group, Inc.
RNERFRONT /' SCALE: 1" = 20'
_
4. SHIRLEY & N/F GEORGE CROCKETT 100' BUFFER \ MHW WRACK i
\ ASSESSORS MAP 51 TO COASTAL BANK ccr
S
\\ PARCEL 86 A `S8 f - / 1 ^ / /y 0 II 10 20 40 r
J (TOWN WATER) �A�.
r #24 FROTHINGHAM WAY �Oy FILE: P:\prj\4836000\Eng\4836003-LM.dw
1 f DWG. NO: 5340-06
SHEET 3 OF 3
JOB. N0: 4-8360.03
NO.
DATE
DESC.
1
6/02/11
ROADWAY ALIGNMENT
2
8/09/11
REVISE ALIGNMENT
3
8/29/11
REVISE ALIGNMENT
PREPARED FOR:
BASS RIVER YACHT CLUB
P.O. BOX 182
SOUTH YARMOUTH, MA 02664
CONCRETE /
100"SC GROUP
-
BOUND / 4�P10,10,
olsK FOUND 349 Main Street
I= Unit D, Route 28
i \ W. Yarmouth, Massachusetts 02673
\ DSK SETRIN CONCRETE \� \ 10. ( COAST L°PBArNK \ 508 778 8919
BOUND. 6.0' N.G. V.D.
IEDGE OF 2011 BSC Group, Inc.
RNERFRONT /' SCALE: 1" = 20'
_
4. SHIRLEY & N/F GEORGE CROCKETT 100' BUFFER \ MHW WRACK i
\ ASSESSORS MAP 51 TO COASTAL BANK ccr
S
\\ PARCEL 86 A `S8 f - / 1 ^ / /y 0 II 10 20 40 r
J (TOWN WATER) �A�.
r #24 FROTHINGHAM WAY �Oy FILE: P:\prj\4836000\Eng\4836003-LM.dw
1 f DWG. NO: 5340-06
SHEET 3 OF 3
JOB. N0: 4-8360.03