DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
CONNECTICU
T
DE
PA
RT
ME
N
T
O F TRA NS
P
OR
TA
TI
ON
10/26/2016
...\HW_MSH_0301_0167_TP-BOR-00.dgn
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
FILENAME:PLOTTED:
DATE: APPROVED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
R. BRAY 10-26-16
EBRY ROADWAY IMPROVEMENTS
S. SPEARBRIDGEPORT 301-0167
S. WEXELL
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE
DESIGNED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
BOR-01
BOR-02
TP-BOR-02
TP-BOR-03
TP-BOR-04
TEST PIT AND BORING LOCATION PLAN
TEST PIT AND BORING LOCATION PLAN
TEST PIT AND BORING LOCATION PLAN
BORING LOGS
BORING LOGS
BOR-03 BORING LOGS
DRAWING TITLE
TP-BOR-01 INDEX OF DRAWINGS
05 - TEST PIT AND BORING PLAN
TP-BOR-01
INDEX OF DRAWINGS
TEST PIT AND BORING PLAN05.01
3365
UI
584
UI
587
UI
586
UI
585
UI
10IN MAPLE
12IN ORN
582
UI
WGWG
285
UI
9846
UI
7987
UI
ELEV = 22.58'
SET IN UP
BM = SPIKE
ELEV = 23.17'
SET IN UP
BM = SPIKE
WV
GATE
GATE
WVFILLED)
MOSTLY
(HOODED,
TF = 21.16'
CB TYPE 'C'
FILLED)
MOSTLY
(HOODED,
TF = 21.26'
CB TYPE 'C'
(FILLED)
TF = 21.20'
CB TYPE 'CL'
(FILLED)
TF = 21.17'
CB TYPE 'CL'
WATER)
DEBRIS,
(FILLED W/
TF = 17.05'
CB TYPE 'CL'
BIT. WALK
CONC. WALK
BIT. WALK
BIT. WALK
INV = 19.79'
TF = 21.77'
CB TYPE 'CL'
(FILLED)
TF = 21.46'
CB TYPE 'CL'
FILLED)
(HOODED
TF = 21.79'
CB TYPE 'C'
STP BAR
WILLISTON STREET
WILLISTON STREET
UNIO
N A
VE
STP BAR
SIGN
STOP
SGN
STOP
SGN
SGN
SIGN
STOP
SGN SIGN
STOP
SIGN
STOP
TF = 21.13'
CB TYPE 'C'
TF = 21.04'
CB TYPE 'C'
SL
ATE C
UR
B
SLATE CURB
SLATE CURB
SLATE CURB
SLATE CURB
SLATE CURB
SLATE CURB
SLATE CURB
CONC. CURB
APP
RO
X S
TR
EE
T LIN
E
AT&T
OLD
AT&T
OLD
SLATE CURB
6" PVC
FL = 14.67'
TF = 22.20'
SANITARY MH
FL = 16.39'TF = 23.59'SANITARY MH
6" PVC
12" CLAY
12" CLAY
12" C
LA
Y
12" C
LA
Y
12" C
LA
Y
12" C
LA
Y
INV E = 14.39'
INV NW = 19.84'
INV W = 13.51'
INV S = 13.14'
INV N = 13.27'
TF = 22.64'
SANITARY MH
12" C
LA
Y
12" C
LA
Y
TF = 21.88'
WATER MH
HYD.
GATE
BIT.
583
UI
SGN
STOP
3336
SGN
5317
UI
581
UI
BA
RS
TP
BA
RS
TP
BARSTP
++
++
+++
++
+
+++
+
++
+++
++
++
+
++++
+
++
++
++
+++
++
+
+++
+
++
+++
++
++
+
++++
+
++
++++
+
+
++
+++
+
++
++
+
WG
WG
HYD.
LP
LP
LP
MAPLE
28IN
MAPLE
28IN
OAK
4IN
ORN
4INORN
4IN
ORN
4IN
W/ SIGN
LP
CONC. SIDEWALK
CONC. SIDEWALK
GRANITE CURBING
SL
ATE C
UR
BIN
G
CONC. CURBING
ST
RE
ET
BU
NN
ELL
12" RCP
12" R
CP
CO
NC. S
IDE
WA
LK
CO
NC. S
IDE
WA
LK
12" HDPE
15" HDPE
30" HDPE
INV E = 12.41'
INV S = 11.91'
INV NW = 12.21'
TF = 16.86'
CHAMBER
6' DIA LEACHING
CB TYPE 'C'
18" RCP
INV = 15.20'
TF = 17.50'
CB TYPE 'C'
GATE
GATE
DB
L 1
0" P
VC
CONC. SIDEWALK
WG
MANHOLEUTILITY
FL = 9.82'
TF = 17.42'
SANITARY MH
FL = 9.55'
TF = 17.45'
SANITARY MH
GATE
WILLISTON STREET
METER
WATER
WG
GATE
SGN
STREET
GATE
GATE
GATE
SIGNPARKING
STOP
30" HDPE
GV
GV
GV
GV
GAS VENT
GAS VAULT
GAS VAULT
BOXELECTRIC
SGN
INV W = 12.70'
INV N = 12.81'
INV E = 14.20'
TF = 17.14'
CB TYPE 'C'
30" H
DP
E
30" H
DP
E
THRU-CHANNELFL = 13.11'TF = 18.05'STORM MH
THRU-CHANNELFL = 12.49'TF = 17.32'STORM MH
18" RCP
18" RCP
6" PVC
INV = 13.64'TF = 16.64'CB TYPE 'CL'
(FILLED)TF = 15.91'CB TYPE 'C'
INV = 13.96'TF = 15.80'CB TYPE 'C'
INV W = 12.29'INV S = 12.96'INV E = 12.54'TF = 15.84'CB TYPE 'C'
INV S = 13.64'
INV E = 14.56'
TF = 17.24'
CB TYPE 'C'
BELOW)
(SEE NOTE 'A'
TF = 17.34'
STORM MH
BELOW TOP OF FRAME (ELEV = 17.34').
OF OPENED CHAMBER IS 6.20' (ELEV = 11.14')
CONCRETE COVER. DISTANCE TO BOTTOM
(ELEV = 17.34') IS AN OPENING WITH A 1.0' X 1.0'
1.60' (ELEV = 15.74') BELOW TOP OF FRAME
UNABLE TO VISUALLY CONFIRM INVERTS.
NOTE 'A':
FOUND IN THIS AREA
STORM STRUCTURE
NO MANHOLE OR
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
BLDG
8017UI
4403UI
ELEV = 17.43'
UI 588
SET IN UP
BM = SPIKE
666
UI
588
UI
584
UI
WGWG
WV
FILLED)
MOSTLY
(HOODED,
TF = 21.16'
CB TYPE 'C'
STP BAR
SGN
AT&T
OLD
12" C
LA
Y
BA
RS
TP
BARSTP
+++
++
+++
+++
++
+++
SCALE 1"=40'
40 800
SCALE IN FEET
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEET
CONNECTICU
T
DE
PA
RT
ME
N
T
O F TRA NS
P
OR
TA
TI
ON
10/26/2016
...\HW_MSH_0301_0167_TP-BOR-01.dgn
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
FILENAME:PLOTTED:
DATE: APPROVED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
R. BRAY 10-26-16
EBRY ROADWAY IMPROVEMENTS
S. SPEARBRIDGEPORT 301-0167
S. WEXELL
9+98.31
PI
11+38.85
PI
13+00.76
PI
15+66.14
PI
9+39.20
POB
9+3910+00
11+00
12+00
13+00
14+00
15+00
16+
00
2' COV. OVER 12" GAS (LP
CI) 12" - 4
5 DEG. BEND
MAIN 7' COV.UNDER WATER 2 45 BEND
4" HP PL
12" LP CI
APPROX. LOC. 12" WATER
12" L
P CI
12" C
OM
B. S
EW
ER
APPR
OX. L
OC. 1
6" W
ATER
4" H
P P
L
APPR
OX. L
OC. 6
" WATER
12" H
P S
T
APPROX. LOC. 16" WATER
12" H
P S
T
6" L
P CI
APPR
OX. L
OC. 1
6" W
ATER
12" LP CI
4" HP PL
APPR
OX. L
OC. 6
" WATER
12" L
P CI
12" C
OM
B. S
EW
ER
4" HP ST
4" H
P P
L
10"x
15" C
OM
B. S
EW
ER
APPROX. LOC. UI DUCT BANK
APPR
OX. L
OC. U
I DU
CT B
AN
K
APPR
OX. L
OC. U
I DU
CT B
AN
K
TP-101TP-102
TP-104
TP-105
TP-106-1
TP-103
13+00
2' COV. OVER 12" GAS (LP
CI) 12" - 4
5 DEG. BEND
MAIN 7' COV.UNDER WATER 2 45 BEND
APPR
OX. L
OC. 6
" WATER
12" H
P S
T
MATCH LINE SEE TP
-BOR-03
TP-101
LEGEND
LB-200 SERIES
LB-100 SERIES
TP-104
TP-105
TP-101
TP-102
TP-103
TP-104
TP-105
TP-106-1
TEST PIT NO. EASTING
NORTHING/
627847.94
885059.54
627860.94
885141.20
627872.14
885211.27
627905.35
885276.91
627897.14
885280.90
627911.86
885419.02
STATION
10+35.62
11+18.30
11+89.06
12+59.34
12+61.89
14+00.54
FACILITY TYPE
WATER
WATER
WATER
GAS
WATER
GAS
OWNER
AQUARION WATER
AQUARION WATER
AQUARION WATER
SCG
AQUARION WATER
SCG
ELEVATION
TOP OF PIPE
ELEVATION
GROUND
15.07
16.33
17.01
20.12
18.63
19.99
18.65
20.00
21.18
21.95
22.13
22.07
COMPLETED TEST PIT
11/30/15
6/11/15
TEST PIT AND BORING PLAN
TP-BOR-02
05.02
287
UI
288
UI
289
UI
9521
SNET
2063
UI
LOCATION
BORING
PROPOSED
LOCATION
BORING
PROPOSED
LOCATION
BORING
PROPOSED
LOCATION
BORING
PROPOSED
LOCATION
BORING
PROPOSED
GUARD HOUSE
EXISTING RAIL YARD MAINTENANCE BUILDING
EXISTING RAIL YARD MAINTENANCE BUILDING
SAW CUT/REPAVED UTILITY TRENCH
SA
W C
UT/R
EP
AV
ED U
TILIT
Y T
RE
NC
H
CONC. PAD
CONC. LOADING DOCK AREA
TF = 22.62'
UNKNOWN MH
GATE
TF = 23.81'
UNKNOWN MH
ELEV = 25.98'
SET IN UP
BM = SPIKE
GATE
GATE
GATE
GATE
ELEV = 27.84'
BASE OF LIGHT STANDARD
BM = TOP OF PAINTED BOLT,
ELEV = 26.37'
BASE OF LIGHT STANDARD
BM = TOP OF PAINTED BOLT,
GATE
SPEED BUMP
SPEED BUMP
LIFT GATE
LIFT GATE
LIFT GATE
STOP SIGN
STOP SIGN
CAMERA POLE
SURVEILLANCE
FILLED)
(HOODED
TF = 21.79'
CB TYPE 'C'
8" P
OSSIB
LE C
LA
Y
12" RCP
8" CLAY (?)
4" UN
KW
N
INV E = 20.22'INV W = 20.12'TF = 24.22'CB TYPE 'CL'
24" RCP
30" RCP
6" SDR 356" SDR 35
6" SDR 35
6" SDR 35
(UNKNOWN)HANDHOLE
GATE
LOADING DOCK
12" RCP12" RCP
15" R
CP
UNIO
N A
VE
CONC.
LINES
ISLAND
PAINTED
LINES
ISLAND
PAINTED
SPEED BUMP
POLE
FLAG
POLE
FLAG
POST
METALPOST
METAL
SIGN
POST
METAL
POST
METAL
HEAD
SPRINKLER
HEAD
SPRINKLER
ST
AIR
S
ARRAY
LIGHT
SL
ATE C
UR
B
SL
AT
E C
UR
B
CO
NC. C
UR
B
CO
NC. C
UR
B
SL
AT
E C
UR
B
SL
ATE C
UR
B
N/F
TRUE VINE OF HOLINESS
N/F
1212 CENTRAL AVENUE LLC
N/F
PEQUONNOCK ENTERPRISES
STATE OF CONNECTICUT
PIT 112
TEST
PIT 111
TEST
INV E = 18.73'
FL = 16.99'
TF = 26.99'
SANITARY MH
STORM/
FL = 15.91'
TF = 25.92'
SANITARY MH
STORM/
FL = 19.68'TF = 25.82'SANITARY MH
FL = 19.82'TF = 25.60'SANITARY MH
FL = 14.06'
TF = 23.30'
SANITARY MH
STORM/
12" C
LA
Y
12" C
LAY
12" C
LA
Y
12" C
LA
Y
INV E = 18.95'
INV NE = 20.90'
INV NW = 23.55'
INV W = 17.75'
TF = 26.60'
SANITARY MH
6" UNKWN
30" RCP
BA
R
STP
BOX
CONTROL
GATE
BA
R
STP
+
+
+
+
+
++
+
+
+
+
+
+
+
+
+
+
++
+
+
+
+
++
+
+
+
+
+
+
+
+
+
++
++
+
+
++
++
++
++
UNIO
N A
VE
STAIRS
STAIRS
GENERATOR
GENERATOR
ST
AIR
S
30" RCP
30" RCP
INV W = 16.44'INV E = 16.56'INV N = 17.36'TF = 24.11'CB TYPE 'CL'
INV S = 18.58'
INV W = 18.82'
INV E = 18.63'
TF = 26.26'
CB TYPE 'CL'
INV W = 16.57'INV E = 17.12'TF = 25.32'STORM MH
TF = 22.48'
BOTTOM
CHAMBER, SOFT
6' DIA LEACHING
CB TYPE 'CL'
TF = 22.40'
BOTTOM
CHAMBER, SOFT
6' DIA LEACHING
CB TYPE 'CL'BLDG
BLDG
12" C
LAY
12" C
LA
Y
EXISTING RAIL YARD MAINTENANCE BUILDING
SCALE 1"=40'
40 800
SCALE IN FEET
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEET
CONNECTICU
T
DE
PA
RT
ME
N
T
O F TRA NS
P
OR
TA
TI
ON
10/26/2016
...\HW_MSH_0301_0167_TP-BOR-02.dgn
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
FILENAME:PLOTTED:
DATE: APPROVED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
R. BRAY 10-26-16
EBRY ROADWAY IMPROVEMENTS
S. SPEARBRIDGEPORT 301-0167
S. WEXELL
LB-204
LB-203
LB-201
LB-202
TP-108
TP-111 TP-112
APPROX. LOC. 8" WATER
17+92.57
PI
18+68.60
PI 21+22.57
PI
24+61.11
PI
25+14.19
PI
17+
00
18+
00
19+0020+00
21+0022+00
23+0024+00
25+00
26+00
17+
00
PIT 108
TEST
MATCH LINE SEE TP
-BOR-02
MA
TC
H
LIN
E S
EE
TP-B
OR-04
TP-112
TP-111
TP-108
TP-108
TP-111
TP-112
TEST PIT NO. EASTING
NORTHING/
628097.46
885555.23
628112.37
885585.25
628112.20
885587.47
STATION
17+23.49
17+33.84
17+33.35
FACILITY TYPE
WATER
WATER
GAS
OWNER
AQUARION WATER
AQUARION WATER
SGC
ELEVATION
TOP OF PIPE
ELEVATION
GROUND
19.00
20.13
20.97
23.75
23.80
23.72TP-101
LEGEND
LB-200 SERIES
LB-100 SERIES
COMPLETED TEST PIT
11/30/15
6/11/15
TP-BOR-03
TEST PIT AND BORING PLAN 05.03
LOCATION
BORING
PROPOSED
LOCATION
BORING
PROPOSED
BUNKER
CONC. STORAGE
HYD.
(NOT INSTALLED)
UTILITY BOXES
(NOT INSTALLED)
UTILITY BOX
(NOT INSTALLED)
UTILITY BOX
ELEV = 27.77'
BOLT , CAT TOWER #AY5
BM = TOP OF PAINTED
ELEV = 28.34'
BM = SET
ELEV = 26.37'
BASE OF LIGHT STANDARD
BM = TOP OF PAINTED BOLT,GATE
#AY9
TOWER
CAT #AY8
TOWER
CAT
#AY10
TOWER
CAT
#AY7
TOWER
CAT
STRUCTURE
UTILITY
#AY5
TOWER
CAT
#AY5
TOWER
CAT
#AY15
TOWER
CAT
#AY11
TOWER
CAT
HANDHOLE
GATE
GATE
SWITCH BOX
SWITCH BOXSWITCH BOX
SWITCH BOX
SWITCH BOX
SWITCH BOX
POSTS
MTL
POSTS
MTL
BUNKER
BLOCK
CONC.
GRATE
GROUNDING
GRATE
GROUNDING
GRATE
GROUNDING
TRANSFORMERS
ELECTRICAL
CONC. PAD/
ARRAY
LIGHT
ARRAY
LIGHT
ARRAY
LIGHT
BLOCK
CONC.
WG
WG
WG
WG
CROSSING A
T GRADE
BITUMIN
OUS RAIL
ROADSTOP BAR
STOP BAR
STOP BAR
TRAILER
STAIRS STAIRS
CROSSING AT GRADEBITUMINOUS RAILROAD
STOP BAR
STOP BAR
ST
AIR
S
BY CAR)(OBSTRUCTEDTF = 24.18'CB TYPE 'CL'
SCALE 1"=40'
40 800
SCALE IN FEET
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=40'
40 800
SCALE IN FEET
CONNECTICU
T
DE
PA
RT
ME
N
T
O F TRA NS
P
OR
TA
TI
ON
10/26/2016
...\HW_MSH_0301_0167_TP-BOR-03.dgn
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
FILENAME:PLOTTED:
DATE: APPROVED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
R. BRAY 10-26-16
EBRY ROADWAY IMPROVEMENTS
S. SPEARBRIDGEPORT 301-0167
S. WEXELL
LB-104
LB-103LB-102
LB-101
HHH
APPROX. LOC. 8" WATER APPR
OX. L
OC. D
UC
T B
AN
K
APPROX. LOC. DUCT BANK
APPRO
X. LO
C. 2
" RM
C
APPROX. LOC. DUCT BANK
0+00
1+002+00
3+004+00
5+006+00
7+00
8+00
9+00
10+00
11+00
12+00
5+36.98
PC 7+32.21
PT
8+83.88
PC
10+93.73
PT
12+00.00
POE
TRUNKLINE POE STA. 26+79.33
ROADWAY POB STA. 0+00.00 =
MA
TC
H
LIN
E S
EE
TP-B
OR-03
TEST PIT AND BORING PLAN
TP-101
LEGEND
LB-200 SERIES
LB-100 SERIES
COMPLETED TEST PIT
11/30/15
6/11/15
TP-BOR-04
05.04
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
CONNECTICU
T
DE
PA
RT
ME
N
T
O F TRA NS
P
OR
TA
TI
ON
10/26/2016
...\HW_MSH_0301_0167_BOR-01.dgn
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
FILENAME:PLOTTED:
DATE: APPROVED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
R. BRAY 10-26-16
EBRY ROADWAY IMPROVEMENTS
S. SPEARBRIDGEPORT 301-0167
S. WEXELLBOR-01
LB-101/OW LB-102 LB-103
BORING LOGS 05.05
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
CONNECTICU
T
DE
PA
RT
ME
N
T
O F TRA NS
P
OR
TA
TI
ON
10/26/2016
...\HW_MSH_0301_0167_BOR-02.dgn
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
FILENAME:PLOTTED:
DATE: APPROVED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
R. BRAY 10-26-16
EBRY ROADWAY IMPROVEMENTS
S. SPEARBRIDGEPORT 301-0167
S. WEXELLBOR-02
LB-104/OW LB-201 LB-202
BORING LOGS 05.06
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
CONNECTICU
T
DE
PA
RT
ME
N
T
O F TRA NS
P
OR
TA
TI
ON
10/26/2016
...\HW_MSH_0301_0167_BOR-03.dgn
OF WORK WHICH WILL BE REQUIRED.
THE CONDITIONS OF ACTUAL QUANTITIES
IN NO WAY WARRANTED TO INDICATE
INVESTIGATIONS BY THE STATE AND IS
SHEETS IS BASED ON LIMITED
QUANTITIES OF WORK, SHOWN ON THESE
THE INFORMATION, INCLUDING ESTIMATED
FILENAME:PLOTTED:
DATE: APPROVED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
R. BRAY 10-26-16
EBRY ROADWAY IMPROVEMENTS
S. SPEARBRIDGEPORT 301-0167
S. WEXELLBOR-03
LB-203/OW LB-204/OW
BORING LOGS 05.07
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