Amendment_0005_of_Solicitation.pdf
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- Solicitation number
- W912WJ19R0014
About this file
This document package includes construction drawings and site plans for Phase 2 of the Muddy River Flood Damage Reduction Project in Boston and Brookline, Massachusetts. The U.S. Army Corps of Engineers, New England District is soliciting proposals under solicitation number W912WJ19R0014 to perform dredging and excavation work, install erosion controls and walkways, and make other site improvements along sections of the Muddy River channel and adjacent areas. Work areas include dredging sediments from the river and pond, excavating and reshaping segments of the flood control channel, replacing existing structures such as culverts and walkways, and installing erosion controls such as riprap and gabion baskets. The drawings depict existing conditions and design specifications for the planned work.
Amendment 0005 of Solicitation
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Muddy River Flood Damage Reduction, Boston and Brookline, MA
DOCUMENT 00 00 02 Page 1
AMENDMENT 0005 OF SOLICITATION
1.1 CHANGES TO DRAWINGS
1.1.1 Revised and Reissued Drawings
The following Contract Drawings are deleted and are replaced by revised drawings of the same numbers. Changes to the drawings are shown by the use of revision triangles. Copies of the revised drawings accompany this amendment.
G-101 GENERAL PLAN & SHEET KEY
GC101 CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN MANAGEMENT PLANS
GC102 CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN MANAGEMENT PLANS
GC103 CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN MANAGEMENT PLANS
GC104 CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN MANAGEMENT PLANS
GC105 CONSTRUCTION STAGING, ACCESS, AND PEDESTRIAN MANAGEMENT PLANS
C-101 SITE PLAN
C-102 SITE PLAN
C-103 SITE PLAN
C-104 SITE PLAN
C-105 SITE PLAN
C-106 SITE PLAN
C-107 SITE PLAN
C-108 SITE PLAN
C-109 SITE PLAN
C-110 SITE PLAN
END OF AMENDMENT 0005
IDENTIFICATION
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CAMBRIDGE
MALDEN
CHELSEA
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BOSTON
ARLINGTON
MEDFORD
BELMONT
BROOKLINE
WATERTOWN
SCALE: 1" = 600'
G-101
L T
A N
S I
M U
D -2
G -1
.d g n
C-104
C-106
C-108
C-110
WASHINGTON ST
P O
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BEACON S
T
COMMONWEALTH AVE
STORROW D
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D A
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JA
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J A
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PERKINS ST
LONGWOOD AVE
CHARLES RIVER
V E
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STATION
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C-103
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C-107
C-109
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M E N T E
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M E
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GENERAL PLAN & SHEET KEY
G E
N E
R A
L P
L A
N S
H E
E T K
E Y
SCALE: 1"= 5000'
LOCATION MAP
VICINITY MAP
SCALE: 1"= 500'
TH
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B R
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WASHIN
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T
GRAPHIC SCALES:
1" = 5000'
1" = 500'
5000 0 5000
10000
1" = 600'
GRAPHIC SCALE:
0600 600
AREA-1
WORK
2-4
WORK AREAS
5-6
WORK AREAS
7-13
WORK AREAS
NOTE: "CD" SHEETS IDENTICAL LAYOUT TO "C" SHEETS.
L T
H
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E A
U S
M A
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B
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S C
A L E A
N N
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N C
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R E
C T
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/9 /2
SECTION
RIVERWAY
MUDDY RIVER
SECTION
BACK BAY FENS
MUDDY RIVER
POND
LEVERETT
M B T A G
R E E N
LI
N E
G C
G C
G C
G C
G C
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SHEET OF
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0 1
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POND AVENUE
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GRANITE CURB
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GRASS
GRASS
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G R
A S S
B
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GRAVEL WALKWAY
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GRASS
GRASS
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LANDSCAPE
GRASS
GRASS
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G
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LK
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GRASS
GRASS
GRASS
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A S S
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ONC.
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BIT. C
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GRASS
GRASS
GRASS
GRASS
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GRASS
BROOKLINE
G R
A N
O N
E W
A L L
LANDSCAPE
N
E 76
N
N
N
E 76
E 76
E 76
LANDSCAPE
M U
D -2
G
C .d g n
GC1011" = 60'
GRAPHIC SCALE:
120'60' 60'0
NOTES
SCALE: 1" = 60'
WORK
LIMIT OF
WORK AREA-1
L T
H
IB
O D
E A
U
L T
M E
T
A N
S I
D
FENCING
CONSTRUCTION
TEMPORARY
DUE TO RAIN EVENTS.
WATER ELEVATION RISES
STORAGE AREA AS POND
USED FOR EQUIPMENT
PARKING LOT TO BE
PORTION OF UPPER
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
M A
N A
G E
M E
N T P
L A
N S
A C
C E
S S
A N
D P
E D
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T R
IA
N
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T
IO
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G
IN
G
R9-9
M4-9a
R9-11a
M4-9a
R9-9
12"
12"
SIGN SCHEDULE
DESIGNATION LEGEND HEIGHT WIDTH
R9-11a SIDEWALK CLOSED CROSS HERE
R9-9 SIDEWALK CLOSED
DETOURM4-9a 24"
24"
24"
30"
ACCESS
POND
AREA (10,700 SF)
DEWATERING
STAGING &
AREA (1,900 SF)
DEWATERING
STAGING &
ON C-501
REFER TO DETAIL
WALKWAY.
ADA COMPLIANT
TEMPORARY
8' WIDE PAVED
FENCING
CONSTRUCTION
TEMPORARY
SHT GRID QUANTITY
C2 & C5 2
C2 & C5 2
C4
CONSTRUCTION.
AND THE 15' ARCH STONE CULVERT PRIOR TO THE BEGINNING OF
3. A SILT CURTAIN SHALL BE INSTALLED BETWEEN THE LIMIT OF DREDGING
BETWEEN THE GEOTUBES AND THE EDGE OF LEVERETT POND.
DEWATERING AREA. TEMPORARY EROSION CONTROL SHALL BE USED
WITH THE USE OF GEOTUBES LOCATED WITHIN THE STAGING &
2. HYDRAULIC DREDGING WILL REQUIRE DEWATERING OF THE SLURRY
OF THE NATURE OF THE SEDIMENT TO BE DREDGED.
REFER TO SPECIFICATIONS SECTION 00 32 00 FOR A BETTER DESCRIPTION
THE DREDGING METHOD MAY BE EITHER HYDRAULIC OR MECHANICAL.
SEDIMENTATION ASSOCIATED WITH THE VILLAGE BROOK DRAIN.
THE SEDIMENT TO BE DREDGED IS PRIMARILY ACCUMULATED SANDY
OR LEVERETT POND AROUND THE AREA OF THE VILLAGE BROOK DRAIN.
1. WORK WITHIN AREA-1 CONSISTS OF THE DREDGING OF A PORTION
M A
Y
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H
IB
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U S
B
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S C
A L E A
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A T
IO
N C
O R
R E
C T
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S
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W
W J
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XX"P
XX"P
XX"P
TRUCK AND EQUIP. ACCESS
BROOKLINE AVE
N
N
N
N
E 76
E 76
NN
T R
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D
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U
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M E N T
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D
(R)
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D
D
D
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BIT. CONC. W
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G R
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BIT. C
ONC. WALK
DIRT PATH
GRANITE STONE WALL
GRANITE STONE WALL
BIT. CONC. WALK
HEADWALL
2-CONC.
GRANITE STONE WALL
W
ALL
CONCRETE
W
ALL
CONCRETE
STONE WALL GRANITE
STONE WALL GRANITE
BIT. CONC. WALK
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IT
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AY
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37+00
BROOKLINE AVE
BOSTON
W/ L
W/L
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BROOKLINE
B R
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BIT. CONC. WALK
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BETH ISRAEL DEACONESS
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L T
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M E
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A N
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GC102
1" = 60'
GRAPHIC SCALE:
120'60' 60'0
SCALE: 1" = 60'
WORK AREAS-2, 3, & 4
FENCING
TEMPORARY
WORK
LIMIT OF
AREA-2
WORK
AREA-4
WORK
AREA-3
WORK
WORK
LIMIT OF
WORK
LIMIT OF
FENCING
TEMPORARY
ACCESS
RIVER
ACCESS
EQUIPMENT
TRUCK/
11516
TEMPORARY FENCING.
WORK AREA-4
BEGINNING
AREA-4
END WORK
DURING CONSTRUCTION
MUST REMAIN FUNTIONAL
FLOW GUAGE IN HEADWALL
SHEET G-003.
SEE NOTE #15
EXISTING BRIDGE
AS REQUIRED
TRAFFIC CONTROL
PIPING, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
WORK AREA-2
LIMIT OF
WORK AREA-3
BEGINNING
AREA-3
END WORK
PIPING, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
AREA-2
END WORK
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
SHEET G-003
SEE NOTE # 8
RIVER ACCESS
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
SHEET G-003
SEE NOTE #8
RIVER ACCESS
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
M A
N A
G E
M E
N T P
L A
N S
C O
N S
T R
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T
IO
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T A
G
IN
G
A C
C E
S S
A N
D P
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T R
IA
N
R9-9
M4-9a
12"
12"
SIGN SCHEDULE
DESIGNATION LEGEND HEIGHT WIDTH
R9-11a SIDEWALK CLOSED CROSS HERE
R9-9 SIDEWALK CLOSED
DETOURM4-9a 24"
24"
24"
30"
WALKWAY
TEMPORARY
4' WIDE STONEDUST
M4-9a
M4-9a
R9-9
R9-9
R9-11a
R9-10
R9-10 12" 24"SIDEWALK CLOSED USE OTHER SIDE
M A
T C
H B
E L
O W
M A
T C
H A
B O
V E
AREA (3,000 SF)
DEWATERING
STORAGE &
AREA (6,600 SF)
DEWATERING
STORAGE &
REFER TO DETAIL SHEET C-502
SIDEWALK TO REMAIN OPEN
AREA (3,100 SF)
DEWATERING
STORAGE &
AREA (7,100 SF)
DEWATERING
STORAGE &
AREA (2,700 SF)
DEWATERING
STORAGE &
FENCING
TEMPORARY
TO DETAIL ON C-502.
AREA). REFER
PROTECTION (HATCHED
LIMIT OF TREE ROOT
QUANTITYSHT GRID
A1
3C5
C5
B4
L T
H
IB
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U S
M A
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S
C A
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US Army Corps
F L
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Sign
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BROOKLINE
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Sign
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THE RIVERW
AY
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77+00
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G
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GC103
SCALE: 1" = 60'
1" = 60'GRAPHIC SCALE:
120'60' 60'0
AREA-5
WORK
AREA-6
WORK
WORK AREAS-5 & 6
L T
H
IB
O D
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U
L T
M E
T
A N
S I
D
NOTES
ACCESS
RIVER
FENCING
CONSTRUCTION
TEMPORARY
WORK AREA-5
BEGINNING
AREA-5
END WORK
WORK AREA-6
BEGINNING
PIPING, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
SHEET G-003
SEE NOTE #8
RIVER ACCESS
SHEET G-003
SEE NOTE #8
RIVER ACCESS
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
WORK
LIMIT OF
WORK
LIMIT OF
M A
N A
G E
M E
N T P
L A
N S
C O
N S
T R
U C
T
IO
N S
T A
G
IN
G
A C
C E
S S
A N
D P
E D
E S
T R
IA
N
12"
12"
SIGN SCHEDULE
DESIGNATION LEGEND HEIGHT WIDTH
R9-11
R9-9 SIDEWALK CLOSED
24"
24"
R9-10 12" 24"SIDEWALK CLOSED USE OTHER SIDE
R9-10
R9-11
R9-9
FENCING
CONSTRUCTION
TEMPORARY
AS REQUIRED
PEDESTRIAN CONTROL
PROVIDE TRAFFIC &
R9-9
CROSS HERE
SIDEWALK CLOSED AHEAD
AREA (900 SF)
DEWATERING
STORAGE &
AREA (2,400 SF)
DEWATERING
STORAGE &
AREA (5,200 SF)
DEWATERING
STORAGE &
AREA (4,200 SF)
DEWATERING
STORAGE &
AREA-6
END WORK
BRANCHES. SEE NOTE 2.
LOW HANGING LIMBS AND
VARIOUS LOCATIONS OF
SEE DETAIL ON SHEET C-501
ADA COMPLIANT WALKWAY.
10' WIDE PAVED TEMPORARY
SEE NOTE #1
SUPER SACKS.
STRUCTURE &
RESTRICTION CONTROL
EXISTING FLOW
QUANTITYSHT GRID
C1
A4
A4 & B3
#10 ON SHEET G-003.
WHICH WILL REQUIRE TEMPORARY TIE BACK AND/OR PRUNING. REFER TO NOTE
2. CONTRACTOR TO VERIFY AND FLAG LOW OVERHANGING LIMBS AND BRANCHES
INFORMATIONAL DRAWINGS FOR MORE DETAIL.
LANDSCAPE PLANS, SPECIFICATIONS, AND FLOW RESTRICTION CONTROL STRUCTURE
SUPER SACKS SHALL BE COMPLETELY REMOVED AND AREA RESTORED. REFER TO
PASTEUR, THE EXISTING FLOW RESTRICTION CONTROL STRUCTURE AND ASSOCIATED
1. AT THE COMPLETION OF ALL CONSTRUCTION DOWNSTREAM OF AVENUE LOUIS
L T
H
IB
O D
E A
U S
M A
Y
S
C A
L E A
N N
O T
A T
IO
N C
O R
R E
C T
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/9 /2
B
S
IZ
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F
IL
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A M
E
P L
O T S
C A
L E
SHEET OF
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
N E
W E
N G
L A
N D D
IS
T R
IC
T
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A R
M Y C
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P S O
F E
N G
IN
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R S
M U
S
T O
N A
N D B
R O
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L
IN
E
M A
S S
A C
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T T S
(P H
A S
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S O
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A T
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N N
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N B
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D B
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D E
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D B
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D
2 3
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A
B
M A
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A P
P R
D A
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B M
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D B
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D A
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M A
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D E
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N A
P P
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D A
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C O
N T
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C T N
O
D R
A W
IN
G C
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E
District
New England of Engineers
US Army Corps
F L
O O
D D
A M
A G
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T
IO
N P
R O J E
C T
M U
D D
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IV
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W
W J
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NN
N
E
E
N
N
T R
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K E
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IP
M E
N T
A C
C E S S
TRUCK & EQUIPMENT ACCESS
TRUCK & EQ
UIPM
ENT ACCESS
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
G P
G P
OVERHEAD
SIGN
F P
GATE
G
ATE
BENCH
BENCH
BENCH
BENCH
H'CAP
RAMP
GATE
GATE
CONC
PAD
GRAN CURB
GRAN CURB
RET WALL
4' CLF
S
S
S
S
S
S
S
S
S
S
S S
S
S
S
S
S
S S
S
CONC WALK
C O
N C W
A L
K
RAMPH'C
AP
DRIV
EWAY
B
IT
C
O N
C
RAMP
H'CAP
RAMP
H'CAP
C U
L V
E R
T S
.5 'W A
R
CONC WALK
GRAVEL WALK
P A R
K D
R
IV
E
G R
A N C
U R B
H E
A D
W A
L L
G R
A N C
U R
B
D
IR
T P
A T H W /C
O B B
LE
S
T O
N E E
D G E
C O
N C W
A L
K
R A
M P
H 'C
A P
R A
M P
H 'C
A P
C O
N C /S
T O
N E W
A L L
O V E R C
U L V E R T
H E
A D
W A
L L
CONC W
ALK
GRAN CURB
M U
D D
Y R
IV
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C O
N C W
A L
K
C O
N C P
A D
W /B
E N
C H
G R
A N C
U R
B
C O
N C
R E T E
B
IT
C
O N
C
COBBLE STONE
G R
A N C
U R
B
B
IT
C
O N
C
P A
T C
H
S W
A L E
COBBLE STONE
COBBLE STONE
MUDDY RIVER
C O
N C W
A L
K
S W
A L E
BIT CONC
B L E
A C
H E
R S
B L E
A C
H E
R S
BASKETBALL
HOOP
F E
N W
A Y
H 'C
A P
R A
M P
H 'C
A P
R A
M P
H 'C
A P
R A
M P
CRUSHED STONE
THE FENWAY
G R
A V
E L
GRAN CURB
B
IT
C
O N
C W
A L
K
C O
N C W
A L K
HOOP
BASKETBALL
HOOP
BASKETBALL
HOOP
BASKETBALL
CONC WALK
PARK DRIVE
BIT CONC
C O
N C W
A L
K
B
IT
C
O N
C W
A L
K
B
IT
C
O N
C W
A L K
B
IT
C
O N
C W
A L
K
GRAVEL W
ALK
GRAN CURBCONC W
ALKBENCH
GRAN CURB
CONC WALK
BLEACHERS
G R
A V E L
W
A L K
W A
Y
G R
A S S
G A
R D
E N
BIT C
ONC W
ALK
DIRT
C A S T
IR
O N B
E L L
O N G
R A
N B
L O
C K
BIT CONC
C O
B B
L E
S W
A L E
C O
B B
L E
S W
A L E
H'CAP
RAM
P
S T
O N
E
C O
B B
O N
E
C O
B B
PARK DRIVE
CONC WALKBENCH
C O
VER
ED
BEN
C
HG
A R
D E
N S
GRAVEL
S T O
N E
F O
U N T A
IN
GARDEN
G A
R D
E N
G R
A S S
P L A
N T E R S
G
AR
D
EN
W
ALK
4' W
IR
E
FE
NCE
GRAN CURB
M O
N U
M E
N T
BENCH
B E
N C
H
W O
R L D W
A R
M O
N U
M E
N T
WAR MEMORIAL
F L
A G S
T O
N E W
A L
K
F
LA
G S
T O
N E W
A
LK
BENCH
B E
N C
H B
E N
C H
R E
TW
A L L
P L
A N
T E
R
S T
O N
E C
O B
B
N C W
A L
K
C O
N C P
A D
W /B
E N
C H
BIT
W
ALK
G A
R D
E N
G R
A V E L
W
A L K
W A
Y
L O
U
IS
P
R A
N G S
T
S T
O N
E D
U S
T W
A L
K
S T
O N
E D
U S
T W
A L
K
S T
O N
E D
U S
T W
A L
K
STONEDUST WALK
STONEDUST WALK
STONEDUST W
ALK
STO
N
ED
U
ST
W
ALK
STONEDUST WALK
STONEDUST WALK
STONEDUST WALK EDGED WITH COBBLE STONE
STONEDUST WALK
THE FENWAY
96+00
97+00
98+00
1+0
4+0
0 1
0 1
C O
N C W
A L K
E
E
N
C O
N C W
A
LK
PASTEUR
LOUIS
AVENUE
GC104
M U
D -2
G
C .d g n
SCALE: 1" = 60'
M A
T C
H L
IN
E S
H E
E T G
C
WORK
LIMIT OF
AREA-7
WORK
WORK AREAS-7, 8, 9, &10
AREA-8
WORK
AREA-9
WORK
AREA-10
WORK
CLEMENT FIELD
WORK
LIMIT OF
WORK
LIMIT OF
ACCESS
PEDESTRIAN
MAINTAIN
ACCESS
EQUIPMENT
TRUCK &
L T
M E
T
A N
S I
D
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
BEG OF AREA-8
END OF AREA-7
FENCING
CONSTRUCTION
TEMPORARY
WORK AREA-7
BEGINNING
IMPROVEMENTS
LIMIT OF PHASE 1
BEG OF AREA-9
END OF AREA-8
BEG OF AREA-10
END OF AREA-9
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
PIPING, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATIONPUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
PIPING, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
SHEET G-003
SEE NOTE #8
RIVER ACCESS
SHEET G-003
SEE NOTE #8
RIVER ACCESS
SHEET G-003
SEE NOTE #8
RIVER ACCESS
M A
N A
G E
M E
N T P
L A
N S
A C
C E
S S
A N
D P
E D
E S
T R
IA
N
C O
N S
T R
U C
T
IO
N S
T A
G
IN
G
R9-9
12"
SIGN SCHEDULE
DESIGNATION LEGEND HEIGHT WIDTH
R9-9 SIDEWALK CLOSED 24"
R9-9 R9-9
R9-9
R9-9
R9-9
ACCESS
PEDESTRIAN
MAINTAIN
ACCESS
PEDESTRIAN
MAINTAIN
ACCESS
PEDESTRIAN
MAINTAIN
ACCESS
PEDESTRIAN
MAINTAIN
ACCESS
EQUIPMENT
TRUCK &
AREA (4,200 SF)
DEWATERING
STORAGE &
AREA (3,700 SF)
DEWATERING
STORAGE &
AREA (3,500 SF)
DEWATERING
STORAGE &
AREA (2,000 SF)
DEWATERING
STORAGE &
AREA (2,400 SF)
DEWATERING
STORAGE &
AREA (3,600 SF)
DEWATERING
STORAGE &
AREA (3,400 SF)
DEWATERING
STORAGE &
AREA (1,000 SF)
DEWATERING
STORAGE &
SNOW FENCE
STAND WITH
PROTECT TREE
FENCING.
CONSTRUCTION
TEMPORARY
FENCING.
CONSTRUCTION
TEMPORARY
AREA (1,000 SF)
DEWATERING
STORAGE &
NOTES
WALKWAY
TEMPORARY
10' WIDE STONEDUST
R9-9
SHALL BE FIELD DETERMINED TO AVOID TREE ROOTS.
4. ACTUAL LOCATION OF BURIED TEMPORARY BYPASS PIPING (IF USED)
AND WALKWAYS SHALL BE BY THE CONTRACTOR.
3. PEDESTRIAN CONTROL FOR HAULING LOCATIONS ON EXISTING PATHS
AS REQUIRED.
TO USE APPROPRIATE TEMPORARY FENCING AND SIDEWALK CLOSURES
HAULING ACCESS AND EGRESS. CONTRACTOR WILL BE REQUIRED
AND LOUIS PRANG STREET. REFER TO GC108 FOR CONSTRUCTION
FENWAY SIDE OF AREA-9 SHALL BE AT THE INTERSECTION OF FENWAY
2. ALL CONSTRUCTION HAULING/ACCESS FOR AREA-7, AREA-8 AND THE
AND SIDEWALK CLOSURES AS REQUIRED.
WILL BE REQUIRED TO USE APPROPRIATE TEMPORARY FENCING
BE USED FOR AREA-8 AND AREA-9, IF NEEDED. CONTRACTOR
1. STAGING AREAS AT THE DOWNSTREAM END OF AREA-7 MAY
REFER TO NOTE 4
UNDER WALKS
BYPASS PIPING
BURY TEMPORARY
REFER TO NOTE 4
UNDER WALKS
BYPASS PIPING
BURY TEMPORARY
SEE NOTE 2
EGRESS.
ACCESS/
HAULING
ON C-502.
REFER TO DETAIL
PROTECTION ZONE.
LIMIT OF TREE ROOT
ON C-502.
REFER TO DETAIL
PROTECTION ZONE.
LIMIT OF TREE ROOT
QUANTITYSHT GRID
C4, A5
B1, D1, B3
M A
Y
1" = 60'
GRAPHIC SCALE:
120'60' 60'0
/9 /2
B R
S G
R A
P H
IC
S
C A
L E A
D D
S
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F
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A M
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SHEET OF
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O T D
A T
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D A
T E
M A
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D E
S C
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IP
T
IO
N A
P P
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D A
T E
C O
N T
R A
C T N
O
D R
A W
IN
G C
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District
New England of Engineers
US Army Corps
F L
O O
D D
A M
A G
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IO
N P
R O J E
C T
M U
D D
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W
W J
R x x x x x x x xx xx x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
NN
A C C E S S
EQUIP
MENT
TRUCK &
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
B E N C
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A P
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M O
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M E
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G R
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S
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M O
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F L
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T O
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A L
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F L A
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T O
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G R
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W A
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C O
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D
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T W
A L
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C O
B B
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T O
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D G
E
CONC
WALK
G R
A N C
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RAMP
C O
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C O
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P A R
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S T
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N E D
U S T
W A
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S T
O N
E D
U S
T W
A L
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STONEDUST W
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G W
G W
126+00
7+0
8+0
9+0
0+0
136+00
137+00
138+00
139+00
0 1 x
THE
FE
NW
AY
W E
S T
L A
N D A
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1 STORY
1 STORY
BLOCK
C O
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A L K
S L O P E
D G
R A
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B
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T O
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P A
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B E
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G R
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A L
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C W
A L
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C
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A
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W A
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MANAGEMENT F
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N
N
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SCALE: 1" = 60'
M A
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IN
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H E
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C
1" = 60'
GRAPHIC SCALE:
120'60' 60'0
L T
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L T
M E
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A N
S I
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WORK
LIMIT OF
WORK AREAS-10, 11, & 12
AREA-10
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AREA-11
WORK
AREA-12
WORK
WORK
LIMIT OF
11519
AREA (TYP).
AND EXISTING GARDEN
CONSTRUCTION FENCING
BETWEEN TEMPORARY
STONE DUST SIDEWALK
PROVIDE A MINIMUM OF 48"
PIPING, IF REQUIRED
OF TEMPORARYBYPASS
SUGGESTED LOCATION
BEG OF AREA-11
END OF AREA-10
BEG OF AREA-12
END OF AREA-11
PIPING, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
SHEET G-003
SEE NOTE #8
RIVER ACCESS
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
SHEET G-003
SEE NOTE #8
RIVER ACCESS
SHEET G-003
SEE NOTE #8
RIVER ACCESS
M A
N A
G E
M E
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12"
SIGN SCHEDULE
DESIGNATION LEGEND HEIGHT WIDTH
R9-9 SIDEWALK CLOSED
DETOURM4-9a 24"
24"
30"
R9-10 12" 24"SIDEWALK CLOSED USE OTHER SIDE
R9-9
PUMPS, IF REQUIRED
OF TEMPORARY BYPASS
SUGGESTED LOCATION
FENCING.
CONSTRUCTION
TEMPORARY
30"24"M4-8a END DETOUR
M4-8a
M4-8a
WORK)
(DURING AREA-13
R9-9 & M4-9a
M4-9a
R9-9
M4-9a
R9-9
R9-10
R9-9
R9-9
R9-9
M4-9a
M9-8a
AREA-13
WORK
FENCING (AREA-13)
CONSTRUCTION
TEMPORARY
AREA (2,400 SF)
DEWATERING
STORAGE &
AREA (2,300 SF)
DEWATERING
STORAGE &
AREA (6,000 SF)
DEWATERING
STORAGE &
AREA (2,900 SF)
DEWATERING
STORAGE &
AREA (11,700 SF)
DEWATERING
STORAGE &
AREA (3,000 SF)
DEWATERING
STORAGE &
AREA (4,700 SF)
DEWATERING
STORAGE &
AREA (3,600 SF)
DEWATERING
STORAGE &
AREA (2,200 SF)
DEWATERING
STORAGE &
FENCING.
CONSTRUCTION
TEMPORARY
TO DETAIL ON C-502.
PROTECTION. REFER
LIMIT OF TREE ROOT
EMERGENCY VEHICLES
GRAVEL ROAD FOR
MAINTAIN EXISTING
SEE NOTE 1
12' WIDE GATE
SEE NOTE 1
12' WIDE GATE
EMERGENCY VEHICLES
ACCESS ROAD FOR
TEMPORARY GRAVEL
PROVIDE 10' WIDE
NOTES
TO DETAIL ON C-502.
PROTECTION. REFER
LIMIT OF TREE ROOT
TO DETAIL ON C-502.
PROTECTION. REFER
LIMIT OF TREE ROOT
TRAILER
GOV
TRAILER
CONTRACTOR
SEE NOTE 1
12' WIDE GATE
SEE NOTE 2
GOV PARKING
CONTRACTOR/
AVAILABLE FOR 18 VEHICLES.
ON SIDEWALK/GRASS AREA IN LOCATION SHOWN. SPACE
2. PARKING FOR CONTRACTOR AND GOV VEHICLES SHALL BE
PROVIDED TO APPROPRIATE AUTHORITIES.
CONSTRUCTION ZONE. GATES SHALL REMAIN LOCKED AND KEYS
TO PROVIDE ACCESS FOR EMERGENCY VEHICLES TO THE ACTIVE
1. CONTRACTOR TO PROVIDE 12' GATES IN LOCATIONS AS SHOWN
ON C-501
PAVING DETAIL
REFER TO STREET
& SIDEWALKS
UNDER AGASSIZ RD
BYPASS PIPING
BURY TEMPORARY
QUANTITYSHT GRID
C1
B4, D2, D3
A1, B2, B3
B2, B3, B4
3A3, C5
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-2 .7 x
-1 .1 x
-1 .0 x
-1 .1 x
-1 .3 x
-1 .3 x
-1 .1 x
-1 .5 x
-1 .8 x
-1 .8 x
-1 .3 x
-2 .6 x
-2 .0 x
-1 .0 x
-2 .0 x
-2 .0 x
-1 .4 x
-1 .3 x
-1 .5 x
-1 .3 x
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-1 .6 x
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-0 .2 x
-0 .4 x -0 .2 x
-0 .3 x
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WF#5-14 WF#5-15
WF#5-16
W F#
5-
W F#
5-7
WF#5-65
WF#5-64
WF#5-63
WF#5-62
WF#5
-61
W F -5
W F -5
W F -5
WF#5-42
WF#5-41
WF#5-4
WF#5-3
7WF#5
-36
WF#5
-35
WF#5-34WF#5
-33
W F #5 -3
WF#5-30
WF#5-24 WF#5-23
WF#5-22
WF#5-21WF#5-20
WF#5
-43
.5 x
.3 x
.4 x .0 x
.6 x
.7 x
.3 x
.7 x
.3 x
.3 x
.6 x
.3 x
.6 x
.6 x
.7 x
.4 x
.1 x
.1 x
.6 x
.6 x
.3 x
.2 x
.2 x
.1 x
.5 x
.7 x
.6 x
.3 x
.0 x
.2 x
.6 x
.4 x
.3 x
-0 .1 x
.4 x
.2 x
.7 x
.5 x
.5 x
.0 x
-0 .1 x
.0 x
.5 x
.4 x
.4 x
.7 x
.4 x
-0 .0 x
-0 .1 x
.1 x
.4 x
-0 .1 x
.1 x
.1 x
.7 x
.1 x
.8 x
.7 x
.9 x
.5 x
.8 x
.3 x
.1 x
.1 x .9 x
.0 x
.1 x
.9 x
.7 x
.5 x
.2 x
.0 x
.4 x
.4 x
.8 x
.3 x
.8 x
.7 x
.4 x
.5 x
.8 x
.7 x
.1 x
.3 x
.3 x
.9 x
.4 x
.8 x
.8 x
.1 x
POND AVENUE
.5 x
.6 x
.6 x
.3 x
.1 x
.1 x
.9 x
.9 x
.7 x
.7 x
.6 x
.1 x
.4 x
.7 x
.7 x
.0 x
.3 x
.2 x
.4 x
.0 x
.8 x
.3 x
.5 x
.1 x
.1 x
.8 x
W F -3
GRASS
G R
A N
IT
E C
U R
B
G R
A N
IT
E C
U R
B
G R
A N
IT
E C
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B G
R A
N
IT
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G R
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IT
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G R
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IT
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IT
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G R
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IT
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U R B
G R
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IT
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G R
A N
IT
E C
U R B
GRANITE CURB
G R
A N
IT
E C
U R B
G U
A R
D R
A
IL
G R
A N
IT
E C
U R B
GRANITE CURB
15'W
ARCH
STONE CULVERT
W/L
S
JA
M
A
IC
A W
A Y
GATE
W/LW/L
BROOKLINE
LEVERETT POND
W/L
E
OLMSTED PARK
BOSTON
W/L
(R
W/L
W/L
D D
E
D
GRASS
GRASS
GRASS
G R
A S S
G R
A S S
B
IT
C
O N
C
W A L K
BIT. CONC. WALK
BIT. CONC. WALK
GRASS
GRAVEL WALKWAY
G R
A S S
G R
A S S
G R
A S S
GRASS
BIT. CONC. PARKING LOT
GRASS
GRASS
BIT. CONC. WALK
LANDSCAPE
GRASS
GRASS
GRANITE WALL
GRANITE WALL
GRAVEL W
ALKW
AY
GRASS
GRASS
G R
A S S
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ENT
PARKING LOT BIT
. CONC.
G R
A S
S
GRASS
(BASE)
D
G R
A N
O N
E W
A L L
LANDSCAPE
LANDSCAPE
NN
E
E
N
N
A
C-334
WORK
LIMIT OF
(SHADING)
DREDGING
LIMIT OF
CHANNEL
120' WIDE
CHANNEL
30' WIDE
SEE NOTE 1
SEE NOTE 2
GABION BASKETS
SCALE: 1" = 40'
SITE PLAN
040 40 80
1" = 40'
GRAPHIC SCALE:
C-101
L T
A N
S
E P
L
D -2
C -1
.d g n
VILLAGE BROOK DRAIN
STATION RANGE WIDTH ELEVATION
120'
-5.0
-5.0
13+08 - 13+20
13+20 - 14+50 120'
TRANSITION 14+50 - 15+20 120' TO 30'
15+20 - 15+30 30' 3:1 TO EXIST. GRADE
EXIST. GRADE 3:1 TO -5.0
11523
L T
H
IB
O D
E A
U
M E
T
MA LINED LANDFILL
OUT OF STATE - NON RCRA
VEGETATED WETLANDS
LIMIT OF BORDERING
DISPOSAL CLASSIFICATION
EXCAVATED MATERIAL
AREA-1
WORK
FLOOD CHANNEL SUMMARY TABLE
FLOOD ELEVATION
LIMIT OF 100 YR
* REFER TO GENERAL NOTE #21 SHEET G-003
13+00 760669.142945491.10
STATION EASTINGNORTHING
CONTROL INFORMATION
2945591.0614+00
2945691.01 760663.1115+00
2945730.99 760661.9015+40
760666.12
TO BE PROTECTED DURING CONSTRUCTION.
2. SHORELINE IS CONSTRUCTED WITH STONE FILLED GABION BASKETS. BASKETS
VEGETATION
1. SIDE SLOPES MAY BE STEEPEND ADJACENT TO SHORELINE TO AVOID GRADING INTO
NOTES:
L T
H
IB
O D
E A
U S
M A
Y
/9 /2
B R
S
C O
N T
R O
L I
N F
O R
M A
T
IO
N C
O R
R E
C T
E D
BUFFER ZONE
LIMIT OF 100 FT
S
IZ
E
F
IL
E N
A M
E
P L
O T S
C A
L E
SHEET OF
C O
N C
O R
D
M A
S S
A C
H U
S E
T T S
N E
W E
N G
L A
N D D
IS
T R
IC
T
U S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M U
S
T O
N A
N D B
R O
O K
L
IN
E
M A
S S
A C
H U
S E
T T S
(P H
A S
E
S O
L
IC
IT
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Y
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C
4 5
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T E
M A
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R
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P P
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D A
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N T
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C T N
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IN
G C
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E
District
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US Army Corps
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37+00
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S
S
SS
S
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S
S
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METER
PARKING
METER
PARKING
METER
PARKING
METER
PARKING
METER
PARKING
METER
PARKING
METER
PARKING
METER
PARKING
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S
S
S
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S
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-3 .6 x
-3 .3 x -3 .4 x
-2 .3 x
-0 .5 x
-0 .2 x
-0 .9 x
-0 .3 x
HH
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HH
HH
HH
HH
HH
HH
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W
W
W
W
S
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(R)
D
(R)
D
D
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HH(R)
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E
E
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S
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(BASE)
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8" GAS
BIT. CONC. WALK
STOP
BUS
HH
HH
HH
BIT. CONC. WALK
DIRT PATH
O U T
LE
T (R
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"D
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40"W
G R
A V
E L
G R
A V
E L
BIT. CONC. WALK
G R
A S S
B
IT
. C
O N C S
ID
E W
A
LK
G R
A S S
BIT
. C
ONC.
W
ALK
DIRT PATH
GRANITE STONE WALL
GRANITE STONE WALL
GRASS
GRASS
OUTLET(R)
12"OUTLET
HEADWALL
2-CONC.
GRANITE STONE WALL
WALL
CONCRETE
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GRANI
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W F#
7-
WF#7-2
WF#7-3
WF#7-4
WF#7-5
WF#7-6
WF#7-7
WF#7-22 END WF#7-21
WF#7-20
WF#7-19
W F#
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WF#7-16
WF#
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WF#7-11
WF#7-10
W F#7-9
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WF#6-17
WF#6-18
WF#6-19
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WF#
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WF#6-22
WF#7-31
WF#7-30
WF#7-13A
WF#7-13B
WF#7-13C
WF#7-13D
WF#7-13E
ASP 2
ASP
ASP
.1 x
.3 x
.5 x
.1 x
.4 x
.4 x
.0 x
-0 .1 x
.2 x
.5 x
.3 x
.3 x
.4 x
.2 x
.3 x
.5 x
.4 x
.2 x
.1 x
BROOKLINE AVE
.5 x
.8 x 1 .2 x
.5 x
.7 x
.9 x
.1 x
.4 x
.2 x
.2 x
.5 x
.7 x
.4 x
.4 x
.2 x
.7 x
.5 x
.7 x
.7 x
.8 x
.1 x
.1 x
.0 x
.0 x
.9 x
.7 x
.4 x
.3 x
.7 x
.8 x
.0 x
.1 x
.4 x
.7 x
.3 x
.3 x
.0 x
.7 x
.5 x
.0 x
.2 x
.1 x
.2 x
.3 x
.0 x
.8 x
.4 x
.4 x
.1 x
.9 x
.6 x
.0 x 2 .0 x
.9 x
.6 x
.0 x
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.5 x
.4 x
.8 x
.9 x
.8 x
.8 x
.7 x
.7 x
.3 x .5 x
.5 x
.1 x
.4 x
.7 x
.2 x
.6 x
.2 x
.5 x
.2 x
.4 x
.3 x
.3 x
.6 x
.5 x
.4 x
.7 x
.3 x
.5 x
.3 x
.5 x
.5 x
.6 x
.1 x
.0 x
.7 x
.7 x
.1 x
.6 x
.6 x
.1 x
.5 x
.7 x
.1 x
.2 x
.7 x
.3 x
.5 x
.1 x
.8 x
.6 x
.2 x
.1 x
.0 x
.0 x
.1 x
.3 x
.5 x
.6 x
.1 x
.0 x
.3 x
.6 x
.0 x
.7 x
.8 x
.1 x
.4 x
.8 x
.5 x
.2 x
.8 x
.1 x
.2 x
.8 x
.7 x
.9 x
BOSTON
.3 x
.7 x
.1 x
.6 x
WF#7-17
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
G R
A N
IT
E C
U R B
G R
A N
IT
E C
U R B
GRANITE CURB
GRANITE CURB
GRANITE CURB
GRANITE CURB
W/L
GUARDRAI
L
" G
A S
HH
E
BROOKLINE
C O
N C
C U
L V
E R
T
P A R
K W
A Y D
R
IV
E
GRANITE CURB
'W A
R C
H
NN
E
E
N
N
B
C-334
C
C-334
WORK
LIMIT OF
CHANNEL
15' WIDE
WORK
LIMIT OF
CHANNEL
15' WIDE
CHANNEL
16' WIDE
AREA-2
BEGIN
AREA-2
END
AREA-3
BEGIN
EDGE OF WATER
PROPOSED
APPROXIMATE
(SHADING)
TO BE REMOVED
LIMIT OF MATERIAL
EDGE OF WATER
PROPOSED
APPROXIMATE
(HATCH)
DISPOSAL CLASSIFICATION
EXCAVATED MATERIAL
FLOOD CONTROL CHANNEL
EXCAVATION BEYOND
LIMIT OF PHRAGMITIES
FLOOD CONTROL CHANNEL
EXCAVATION BEYOND
LIMIT OF PHRAGMITIES
SCALE: 1" = 40'
SITE PLAN
040 40 80
1" = 40'
GRAPHIC SCALE:
C-102
L T
A N
S
E P
L
D -2
C -1
.d g n
M A
T C
H L
IN
E S
H E
E T C -1
FLOW
STATION RANGE WIDTH ELEVATION
15' -2.5
15' TO 16'
-3.516'
-2.5
-2.5
26+95 - 27+80
TRANSITION 27+80 - 28+00 -2.5 TO -3.5
34+00 - 34+80 16'
TRANSITION 34+80 - 35+00 16' TO 15'
35+00 - 35+72 15' -2.5
11524
L T
H
IB
O D
E A
U
M E
T
AREA-2
WORK
RESOURCE AREA
LIMIT OF TOP OF BANK
RIVERFRONT AREA
LIMIT OF 25-FT
RESOURCE AREA
LIMIT OF TOP OF BANK
VEGETATED WETLANDS
LIMIT OF BORDERING
FLOOD CHANNEL SUMMARY TABLE
28+00 -33+90
TRANSITION 33+90 - 34+00 16' -3.5 TO -2.5
FLOOD ELEVATION
LIMIT OF 100 YR
DISPOSAL CLASSIFICATION
EXCAVATED MATERIAL
* REFER TO GENERAL NOTE #21 SHEET G-003
(BROOKLINE SIDE ONLY)
RIVERFRONT AREA
LIMIT OF 100-FT
(BROOKLINE SIDE ONLY)
RIVERFRONT AREA
LIMIT OF 100-FT
27+00 760975.212946824.79
STATION EASTINGNORTHING
CONTROL INFORMATION
2946840.66
2946907.28 761019.56
2946911.48 761023.2728+00
760980.72PC 27+16.80
PT 27+94.39
29+00
PI 29+96.49
30+00
31+00
PC 31+51.96
32+00
STATION EASTINGNORTHING
CONTROL INFORMATION
2947292.85
2947323.06 761376.77
2947364.62 761412.0534+00
761343.00
PC 33+45.30
PT 32+04.93 761272.152947229.45
33+00
PT 34+13.77 761419.042947376.48
PC 35+01
PT 35+71.56 761447.402947516.56
2946986.53 761089.35
2947058.95 761153.12
2947061.89 761155.03
2947145.76 761209.49
2947189.34 761237.79
2947226.12 761268.52
2947453.10 761460.74
BUFFER ZONE
LIMIT OF 100-FT
MA LINED LANDFILL
OUT OF STATE - NON RCRA
L T
H
IB
O D
E A
U S
M A
Y
C
O N
T R
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N F
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42+00
44+00
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-1 .2 x
-1 .1 x
-1 .0 x
-1 .0 x -1 .1 x -1 .6 x
-1 .2 x
-1 .1 x
-1 .0 x
BROOKLINE AVE
-0 .5 x
-0 .4 x
-0 .4 x
-0 .4 x
-0 .5 x
-0 .8 x
-0 .9 x
-0 .7 x
-0 .7 x
-0 .5 x
-0 .4 x
-0 .4 x
-0 .4 x
-0 .5 x
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WF#6-41
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WF#6-13
WF#6-14
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WF#6-24
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WF#7-13E
ASP 5
.0 x
.2 x
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.3 x
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45+00 761201.232948255.85
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WF#9-17
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WF#9-24C
WF#9-24D
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WF#9-24A
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LIMIT OF
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LIMIT OF MATERIAL
EDGE OF WATER
PROPOSED
APPROXIMATE
BEG. OF AREA-6
(HATCH)
DISPOSAL CLASSIFICATION
EXCAVATED MATERIAL
FLOOD CONTROL CHANNEL
EXCAVATION BEYOND
LIMIT OF PHRAGMITIES
FLOOD CONTROL CHANNEL
EXCAVATION BEYOND
LIMIT OF PHRAGMITIES
END OF AREA-6
SEE NOTE 3
SUPER SACKS
SAND FILLED
MAINS. SEE NOTE #2
MWRA SEWER RELIEF
EXISTING 106" & 66"
SEE NOTE #1
CONTROL STRUCTURE
FLOW RESTRICTION
SCALE: 1" = 40'
SITE PLAN
040 40 80
1" = 40'
GRAPHIC SCALE:
C-105
L T
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C -1
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RESOURCE AREA
LIMIT OF TOP OF BANK
VEGETATED WETLANDS
LIMIT OF BORDERING
FLOOD CHANNEL SUMMARY TABLE
73+00 - 76+40 40' -6.0
76+40 - 76+60 40'
EXIST. GRADE 3:1 TO -6.0
40'76+60 - 77+00
-6.0 TO -4.0
-4.0
FLOOD ELEVATION
LIMIT OF 100 YR
DISPOSAL CLASSIFICATION
EXCAVATED MATERIAL
* REFER TO GENERAL NOTE #21 SHEET G-003
(BROOKLINE SIDE ONLY)
RIVERFRONT AREA
LIMIT OF 100-FT
TO DETAILS SHEET C-501.
AS HATCHED. REFER
OF BITUMINOUS WALKWAYS
FULL DEPTH REPLACEMENT
72+80 762648.452950447.24
STATION EASTINGNORTHING
CONTROL INFORMATION
74+00
PI 76+33.35
75+00
76+00
77+00
2950524.18 762740.54
2950673.81 762919.61
2950588.31 762817.28
2950652.43 762894.01
2950679.13 762986.06
73+00 762663.802950460.06
BUFFER ZONE
LIMIT OF 100-FT
BUFFER ZONE
LIMIT OF 100-FT
GENERAL NOTE 12 ON SHEET G-003.
REFER TO DETAILS SHEET C-501 AND TO
USED FOR CONSTRUCTION (NON-SHADED)
TOP DRESSED STONEDUST WALKWAYS
MA LINED LANDFILL
OUT OF STATE - NON RCRA
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3. RESTORE AREA PER SPECIFICATIONS SECTION 32 92 19.
8(M) PERMIT FROM THE MWRA.
LOCATION PRIOR TO ANY CONSTRUCTION AND SHALL APPLY AND OBTAIN AN
AS APPROXIMATE ONLY. CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL
2. EXACT LOCATION OF 106" AND 66" MDC SEWER RELIEF MAINS ARE SHOWN
WITH SAND, AND 4' CHAIN LINK FENCE TO BE COMPLETELY REMOVED.
FLOW RESTRICTION CONTROL STRUCTURE, ASSOCIATED SUPER SACKS FILLED
COMPLETION OF ALL WORK AREAS DOWNSTREAM OF AVENUE LOUIS PASTEUR,
1. EXISTING STEEL SHEET PILE FLOW RESTRICTION CONTROL STRUCTURE. AT THE
NOTES:
SEE NOTE #1
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