HomeMy WebLinkAboutRD-243-7N/F
?LAY REAL
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LLIA PLACE
7 LOT 126
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\ 57 BEDFORD LLC
57 BEDFORD STREET
MAP 57 LOT 124B
B!r \ \\ \-\, ,� RESTORE/REGRADE AND LOAM /SEED
PAIR,' <IrvG wfi a- �� -) `y ' �' ALL DISTURBED AREAS OUTSIDE OF
LOT \\ \ STREAMBANKS PER TYPICAL SLOPE
SURFACE. TREATMENT DETAIL
CURB 21
1 - -- - - - -- - - - --
—
- --
1I 2\11.25r %- 1�.88 BOTTOM OF BANK
2115 —
X11 \ INSTALL PRECAST CONCRETE \
C( \ \I \ \ > \l 210.36X \� 8`X6' BOX CUL VER T APPROXIMA TE R. 0. W. — —
I \ 210.51 try%
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INSTALL TEMPORARY EROSION
CONTROLS SEE DETAILS)-'
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- WOODEN GUARD RAIL
LOCATION
IA CABLE—\
CP
1
RESURFACE LIMITS �N
° WOODEN GUARD RAIL —
0 \\ \\
- - - - -- — -- - \\- - -
18" TWIN
CrIE_SNU,r TREE
YISTING SURVEY MARKER
LUSTING 5' CONTOUR
LUSTING 1' CONTOUR
i0POSED 5' CONTOUR
10POSEO 1' COTTOUR
((STING URIRY POLE
;ISDNG SIGN
(STING TREE W/MUNK DIAMETER
(STING WETLAND FLAG
)FIFER DAM
EET PILES
MY BARRIER
PROX. PROPERTY MNE
20
mommm
s
Y Y Y Y 1
J -
EDGE OF PA YEMEN T
CENTERLINE MINUTEMAN BIKEWAY
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r \\ 14, w w w wi w WOODEN GUARDRAIL \
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INSTALL CEMENTED STONE MASONRY - Mw /RA SMH \
WINGWALLS AND HEADWALL _ 13' ��, _ �\ y \ \� �� RIM EL. =214.78
2 —C DH \\ c ���c \� 1W = 206.58 — — N1
INSTALL COMPOST SOCK SLOPE
STABILIZA TION ALONG ALL AREAS I
OF DISTURBED STREAMBANK
(SEE DETAILS) I
NIF
JAMES 0 CONOR
13 HANCOCK A VE
MAP 56 LOT 31
AQ
Qz
P
WF„C3
211.00\
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BOTTOM OF
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-�1
m
N
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O\ O
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p
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APPROXIMATE R. 0. W.
ce
X13
w BANK N/F
X\
U ✓F c¢ �N \ \\ ` 210.8 \ \�`� TOWN OF LEXINGTON y ��
BEDFORD STREET�y
\\ \\ `� \ MAP 56 LOT 30 "\
N \ \ I \
MINUTEMAN BIKEWAY PROPOSED CULVERT REPLACEMENT
SCALE 1 " = 10'
\\
P.E. STAMP
GENERAL NOTES
1. DRAWINGS BASED ON TOPOGRAPHIC
SURVEY CONDUCTED ON JULY 28, 2014,
AUGUST 14, 2014 & SEPTEMBER 3, 2014 BY
GCG ASSOCIATES, INC. ELEVATIONS
SHOWN HEREON ARE REFERENCED TO
THE NAVD 1988 DATUM.
2. WETLAND DELINEATION PERFORMED
ON JUNE 25, 2014 BY COMPREHENSIVE
ENVIRONMENTAL; INC.
3. STREET LINES AND PROPERTY LINES
ARE BASED ON SURVEY CONDUCTED ON
JULY 28, 2014 BY GCG ASSOCIATES, INC.
4. ROADWAYS AND DRAINAGE STRUCTURE
LOCATIONS DEPICTED ON THIS MAP ARE
APPROXIMATE AND MUST BE VERIFIED BY
THE CONTRACTOR. THE LOCATION AND
DEPTH OF DRAINAGE PIPES SHOWN ON
THESE PLANS ARE APPROXIMATE AND
SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL EXERCISE
EXTREME CAUTION TO PREVENT ANY
DAMAGE TO ADJACENT PROPERTIES. ALL
AREAS WHICH ARE AFFECTED BY THE
CONTRACTOR'S OPERATIONS _SHALL BE
RETURNED TO THEIR ORIGINAL CONDITION
OR BETTER, AT NO ADDITIONAL COST TO
THE OWNER.
6. ANY CHANGE IN FIELD CONDITIONS
SHALL BE REPORTED TO THE ENGINEER
TO INSURE THAT ANY MODIFICATIONS TO
THE ORIGINAL DESIGN ARE PROPER AND
ADEQUATE TO SERVE THE PROJECT'S
NEEDS AND COMPLY WITH THE
APPLICABLE STANDARDS AND
REGULATIONS.
7. CONTRACTOR SHALL IMMEDIATELY
REPAIR OR FILL ANY POTHOLES THAT
OCCUR DUE TO CONSTRUCTION.
No. i Revision /Issue I Date
COMPREHENSIVE ENVIRONMENTAL
INCORPORATED
225 CEDAR HILL ST.
MARLBOROUGH, MA 01752
MINUTEMAN BIKEWAY
N. LEXINGTON BROOK
CULVERT REPLACEMENT
PROPOSED CONDITIONS
PLAN VIEW
Town of Lexington, MA
Project No.: 228 -5 Sheet
Date; FEBRUARY 2015
Drawn By: SCS n
Checked By: MLL C I�
\ Scale: 1" = 10'
R. E 0 A�
- 211__ - - - --
_
Y _
� �
FXl,Si1NG 7RLLLiTJE
_-`-- — — — — - — —'
216 - - - --
_
•
--- `�----- `
,,21° ) �'� wQ•� \� � \� -�'� _ _ - -- - �---- - - - - -- - - -- -- - - - - --
------ -212�� ----- - - - - --
-
WF —D2� RESET SECTIONS OF.
- -�Wr D3
r \\ 14, w w w wi w WOODEN GUARDRAIL \
X.
�� \ \211.29 \\ /
INSTALL CEMENTED STONE MASONRY - Mw /RA SMH \
WINGWALLS AND HEADWALL _ 13' ��, _ �\ y \ \� �� RIM EL. =214.78
2 —C DH \\ c ���c \� 1W = 206.58 — — N1
INSTALL COMPOST SOCK SLOPE
STABILIZA TION ALONG ALL AREAS I
OF DISTURBED STREAMBANK
(SEE DETAILS) I
NIF
JAMES 0 CONOR
13 HANCOCK A VE
MAP 56 LOT 31
AQ
Qz
P
WF„C3
211.00\
y \ \ \ \ \N,)
BOTTOM OF
1
I
I
I
o
O_
c
-�1
m
N
O
G \
O\ O
Z
p
C0
J�
APPROXIMATE R. 0. W.
ce
X13
w BANK N/F
X\
U ✓F c¢ �N \ \\ ` 210.8 \ \�`� TOWN OF LEXINGTON y ��
BEDFORD STREET�y
\\ \\ `� \ MAP 56 LOT 30 "\
N \ \ I \
MINUTEMAN BIKEWAY PROPOSED CULVERT REPLACEMENT
SCALE 1 " = 10'
\\
P.E. STAMP
GENERAL NOTES
1. DRAWINGS BASED ON TOPOGRAPHIC
SURVEY CONDUCTED ON JULY 28, 2014,
AUGUST 14, 2014 & SEPTEMBER 3, 2014 BY
GCG ASSOCIATES, INC. ELEVATIONS
SHOWN HEREON ARE REFERENCED TO
THE NAVD 1988 DATUM.
2. WETLAND DELINEATION PERFORMED
ON JUNE 25, 2014 BY COMPREHENSIVE
ENVIRONMENTAL; INC.
3. STREET LINES AND PROPERTY LINES
ARE BASED ON SURVEY CONDUCTED ON
JULY 28, 2014 BY GCG ASSOCIATES, INC.
4. ROADWAYS AND DRAINAGE STRUCTURE
LOCATIONS DEPICTED ON THIS MAP ARE
APPROXIMATE AND MUST BE VERIFIED BY
THE CONTRACTOR. THE LOCATION AND
DEPTH OF DRAINAGE PIPES SHOWN ON
THESE PLANS ARE APPROXIMATE AND
SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION.
5. THE CONTRACTOR SHALL EXERCISE
EXTREME CAUTION TO PREVENT ANY
DAMAGE TO ADJACENT PROPERTIES. ALL
AREAS WHICH ARE AFFECTED BY THE
CONTRACTOR'S OPERATIONS _SHALL BE
RETURNED TO THEIR ORIGINAL CONDITION
OR BETTER, AT NO ADDITIONAL COST TO
THE OWNER.
6. ANY CHANGE IN FIELD CONDITIONS
SHALL BE REPORTED TO THE ENGINEER
TO INSURE THAT ANY MODIFICATIONS TO
THE ORIGINAL DESIGN ARE PROPER AND
ADEQUATE TO SERVE THE PROJECT'S
NEEDS AND COMPLY WITH THE
APPLICABLE STANDARDS AND
REGULATIONS.
7. CONTRACTOR SHALL IMMEDIATELY
REPAIR OR FILL ANY POTHOLES THAT
OCCUR DUE TO CONSTRUCTION.
No. i Revision /Issue I Date
COMPREHENSIVE ENVIRONMENTAL
INCORPORATED
225 CEDAR HILL ST.
MARLBOROUGH, MA 01752
MINUTEMAN BIKEWAY
N. LEXINGTON BROOK
CULVERT REPLACEMENT
PROPOSED CONDITIONS
PLAN VIEW
Town of Lexington, MA
Project No.: 228 -5 Sheet
Date; FEBRUARY 2015
Drawn By: SCS n
Checked By: MLL C I�
\ Scale: 1" = 10'
R. E 0 A�