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_PLN-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
PLN-01
PLN-02
PLN-01
SITE PLAN AND PROFILE
SITE PLAN AND PROFILE
DRAWING TITLE
SITE PLAN AND PROFILE
PLN-03
PLN-04
INDEX OF DRAWINGS
06 - SITE PLAN AND PROFILE
INDEX OF DRAWINGSSITE PLAN AND PROFILE
06.01
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
3365
UI
584
UI
587
UI
586
UI
585
UI
10IN MAPLE
12IN ORN
582
UI
WGWG
285
UI
9846
UI
7987
UI
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
PIT 101
TEST
PIT 102
TEST
PIT 105
TEST
PIT 104
TEST
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
PIT 106-1
TEST
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
++
++
+++
++
+
+++
+
++
+++
++
++
+
++++
+
++
++
++
+++
++
+
+++
+
++
+++
++
++
+
++++
+
++
PIT 103
TEST
++++
+
+
++
+++
+
++
++
+
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
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_PLN-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:
SCALE AS NOTED
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
S = 0.22% S = 0.22%
ST
A.1
1+
38.8
5
TR
UN
KLIN
E
EL. 19.7
2
ST
A.1
2+
54.2
5
TR
UN
KLIN
E
EL. 21.5
5
ST
A.1
2+
84.3
6
TR
UN
KLIN
E
EL. 21.6
2
S = 0.22%
EL. 21.7
6
ST
A.1
5+
37.6
0
TR
UN
KLIN
E
EL. 22.3
6
ST
A.1
5+
66.1
4
TR
UN
KLIN
E
EL. 16.8
6
ST
A.9
+98.3
1
TR
UN
KLIN
E
ST
A.1
3+
00.7
6
TR
UN
KLIN
E
EL. 21.2
0
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
30+00
31+00
32+00
33+00
34+00
35+00
36+00
36+17.49
POE
29+00
28+00
29+85.05
PI
28+00.00
POB
PLN-02
MATCH LINE SEE PL
N-03
20
25
30
15
9+50
10
PROFILE
10+50 11+50 12+50 13+50 14+50 15+50 16+50
PLAN
10
20
15
25
30
MA
TC
H
LIN
E S
EE P
LN-02
SCALE: 1"=40'
SCALE: 1"=4' VERT
SCALE: 1"=40' HORIZ
5 5
18" RCP18" RCP
18" RCP
SIDEWALK
5' CONCRETE
6" WATER
12" GAS
EXISTING SURFACE
SITE PLAN AND PROFILE
12" COMBINED SEWER
MATCH EXISTING SIDEWALK RAMP
SIDEWALK
5' CONCRETE
18" INV OUT = 12.21
18" INV IN = 12.21
TF = 19.72
TYPE "C" CB
TRUNKLINE STA. 11+38.85
R=10'
CURBING TABLE
STA. FROM STA. TOCURBING TYPE
30+31.60, 25.21 LT6" GRANITE CURVED STONE CURBING
6" GRANITE STONE CURBING
6" GRANITE CURVED STONE CURBING
6" GRANITE CURVED STONE CURBING
6" GRANITE CURVED STONE CURBING
6" GRANITE STONE CURBING
30+55.26, 16.00 LT
30+55.26, 16.00 LT 32+83.16, 16.00 LT
32+83.16, 16.00 LT 32+93.54, 25.49 LT
33+25.54, 25.09 LT 33+35.48, 16.00 LT
33+35.48, 16.00 LT 35+86.05, 16.00 LT
35+86.05, 16.00 LT 35+96.02, 25.17 LT
18" INV OUT = 12.54
18" INV IN = 12.54
TF = 21.20
TYPE "C" CB OVER 10' DEEP
TRUNKLINE STA. 13+00.76
18" INV OUT = 13.05
18" INV IN = 13.05
TF = 21.76
TYPE "C" CB OVER 10' DEEP
TRUNKLINE STA. 15+37.60
12" COMBINED SEWER
12" GAS
6" WATER
DUCT BANK
16" WATER
6" GAS
6" GRANITE CURB
12" INV OUT = 11.91
18" INV IN = 11.91
12" INV IN = 12.21
TF = 16.86
TYPE "C" CB
TRUNKLINE STA. 9+98.31
R=35'
WILLISTON STREET BASELINE
MATCH EXISTING INVERT
CONNECT TO EXISTING MANHOLE
9+00
MATCH EXISTING INVERT
EXISTING MANHOLE STA. 9+39.20
111.4 LF - 18" RCP
136.9 LF - 18" RCP
9.9 LF - 15" RCP
232.8 LF - 18" RCP
24.5 LF - 18" RCP
222.4 LF - 18" RCP
18" DIP (S = 0.22%)
(S = 0.22%)
18" RCP
18" RCP (S = 0.22%)
BU
NN
ELL S
TR
EE
T
WILLISTON STREET
UNIO
N
AV
E
CE
NT
RA
L
AV
E
26.1 LF - 18" DUCTILE IRON
12.4 LF - 18" RCP UI DUCT BANK
APPROX. LOCATION
DUCT BANK
AND TURF ESTABLISHMENT
FURNISH AND PLACE TOPSOIL
2-12" DIP
12" HDPE
REMOVE EXISTING
2 - 55.1 LF - 12" DIP
15" INV IN = 16.00
18" INV OUT = 12.46
18" INV IN = 12.46
TF = 21.55
MANHOLE OVER 10' DEEP
TRUNKLINE STA. 12+54.25
15" INV IN = 16.00
18" INV OUT = 12.51
18" INV IN = 12.51
TF = 21.62
MANHOLE OVER 10' DEEP
TRUNKLINE STA. 12+84.36
18" INV OUT = 13.11
18" INV IN = 13.11
TF = 22.36
MANHOLE OVER 10' DEEP
TRUNKLINE STA. 15+66.14LIMIT OF CONSTRUCTION
MATCH EXISTING PAVEMENT
WILLISTON ST. STA. 29+38.16
STP NO. 301-0167
LIMIT OF CONSTRUCTION
LIMIT OF CONSTRUCTION
MATCH EXISTING PAVEMENT
TO STA. 33+25.5|, 32' LT
WILLISTON ST. STA. 32+93.5|, 32' LT
STP NO. 301-0167
MATCH EXISTING PAVEMENT
TO STA. 30+19.7|, 72' LT
WILLISTON ST. STA. 29+87.7|, 72' LT
STP NO. 301-0167
RAMP (SEE MDS)
CONCRETE DRIVEWAY
SEE NOTE 1
TRUNKLINE STA. 14+33
TEST PIT NO. 1
INSTALLATION OR OPERATIONS.
PERFORM ALL TEST PITS PRIOR TO BEGINNING ANY DRAINAGE
SPECIFIC LOCATION OF THE UTILITY. THE CONTRACTOR SHALL
DRAINAGE CROSSINGS WITH EXISTING UTILITIES TO IDENTIFY
CONTRACTOR SHALL CONDUCT TEST PITS AT PROPOSED1.
NOTES:
MILL AND OVERLAY PAVEMENT
LEGEND:
CURBING
6" GRANITE STONE
BUFFER)
(2' WIDE GRASS
ESTABLISHMENT
TOPSOIL AND TURF
FURNISH AND PLACE
R=7'
EL. 21.39'
R=10'
EL. 21.28'
(TYPE 4)
CONCRETE SIDEWALK RAMP
15" RCP
8.2 LF INV= MATCH EXISTING.
TF= 21.32'
RESET CB W/ NEW TYPE C CB TOP
INV= MATCH EXISTING.
TF= 21.30'
RESET CB W/ NEW TYPE C CB TOP
CONCRETE SIDEWALK RAMP (SEE MDS)
RAMP (TYPE 4b)
CONCRETE SIDEWALK
EL. 21.50
GUTTER
STA. 32+80.23
WILLISTON ST.
06.02
APPROX. LOC. 8" WATER
287
UI
288
UI
289
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
GATE
GATE
WG
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'
WV
WV
8" P
OSSIB
LE C
LA
Y
GV
WV
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
SL
AT
E C
UR
B
SL
ATE C
UR
B
N/F
1212 CENTRAL AVENUE LLC
N/F
PEQUONNOCK ENTERPRISES
PIT 108
TEST
PIT 112
TEST
PIT 111
TEST
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
HYDRANT
HYDRANT
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
CO
NC. P
AD
CO
NC. P
AD
ST
AIR
S
STAIRS
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
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_PLN-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:
SCALE AS NOTED
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
ST
A.1
7+
92.5
7
TR
UN
KLIN
E
EL. 24.2
1
EL. 25.1
9
ST
A.1
9+
09.7
6
TR
UN
KLIN
E
S =0.37%
EL. 26.1
6
ST
A.2
1+
22.5
7
TR
UN
KLIN
E
EL. 25.2
6
ST
A.2
4+
61.1
1
TR
UN
KLIN
E
EL. 25.6
6
ST
A.2
5+
14.1
9
TR
UN
KLIN
E
S = 0.22%
S =0.40%S =0.40%
S =0.40%
S =0.40%
ST
A.2
1+
56.9
1
TR
UN
KLIN
E
EL. 26.1
2
S =0.06%
ST
A.1
8+
68.6
0
TR
UN
KLIN
E
EL. 25.0
3
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
PLN-03
MATCH LINE SEE PL
N-02
MA
TC
H
LIN
E S
EE P
LN-04
18+50 19+50 20+50 21+50 22+50 23+50 24+50
15
25
20
30
35
17+50 25+50
MA
TC
H
LIN
E S
EE P
LN-01
26+50
SCALE: 1"=40'
SCALE: 1"=40' HORIZ
SCALE: 1"=4' VERT
25
30
20
15
35
PLAN
PROFILE
10 10
16+50
15" RCP
4" GAS
12" WATER
EXISTING SURFACE
SITE PLAN AND PROFILE
MA
TC
H
LIN
E S
EE P
LN-03
TO NEAREST JOINTS
REPLACE CONCRETE SIDEWALK
18" RCP
6" WATER
15" RCP
54" RCP15" RCP
18" RCP
6" WATER
REMOVE AND RESET FENCE
18" INV OUT = 13.59
18" INV IN = 13.59
TF = 24.21
MANHOLE OVER 10' DEEP
TRUNKLINE STA. 17+92.57
18" INV OUT = 13.75
12" INV IN = 13.75
TF = 25.03
OVER 10' DEEP
MANHOLE - 5' DIAMETER
TRUNKLINE STA. 18+68.60
12" INV OUT = 13.89
15" INV IN = 13.89
TF = 25.19
MANHOLE OVER 10' DEEP
TRUNKLINE STA. 19+09.76
15" INV OUT = 14.72
15" INV IN = 14.72
TF = 26.16
MANHOLE OVER 10' DEEP
TRUNKLINE STA. 21+22.57
48" INV OUT = 15.02
15" INV IN = 16.85
TF = 25.26
MANHOLE - 6' DIAMETER OVER 10' DEEP
TRUNKLINE STA. 24+61.11
BROAD CRESTED WEIR ELEV = 19.15
8" ORIFICE INV = 14.84
15" INV OUT = 14.84
48" INV IN = 14.84
TF = 26.12
JUNCTION BOX OVER 10' DEEP
TRUNKLINE STA. 21+56.91
15" COMBINED SEWER
8" WATER
15" STORMWATER
2-12" DIP
WELL ABANDONMENT
2-INCH GROUNDWATER MONITORING
ABANDONMENT
MONITORING WELL
2-INCH GROUNDWATER
71.5 LF - 18" RCP
298.2 LF - 54" RCP
161.1 LF - 15" RCP
48.1 LF - 15" RCP
208.8 LF - 15" RCP
29.3 LF - 15" RCP
2 - 36.7 LF - 12" DIP
UNIO
N
AV
E
DRAINAGE CROSSING
MILLING LIMIT 20 FT| BEYOND
15" INV OUT = 17.04
15" INV IN = 17.04
TF = 25.66
MANHOLE OVER 10' DEEP
TRUNKLINE STA. 25+14.19
DUCT BANKDUCT BANK
DUCT BANK
LIMIT OF CONSTRUCTION
MATCH EXISTING PAVEMENT
UNION AVENUE
STP NO. 301-0167
UNION AVE DOUBLE YELLOW CENTERLINE (TYP)
15" RCP
MILL AND OVERLAY PAVEMENT
LEGEND:
TRUNKLINE STA. 19+15
TEST PIT NO. 2
TRUNKLINE STA. 19+86
TEST PIT NO. 3
21+49
TRUNKLINE STA.
TEST PIT NO. 4
21+75
TRUNKLINE STA.
TEST PIT NO. 5
TRUNKLINE STA. 23+38
TEST PIT NO. 6
STA. 25+77
TRUNKLINE
TEST PIT NO. 9
TRUNKLINE STA. 24+95
TRUNKLINE STA. 24+91
TEST PITS - NO. 7 & 8
06.03
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'
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
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_PLN-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
ST
A. 1+
43.1
5
RO
AD
WA
Y
EL. 25.3
5
ST
A. 2+
33.9
7
RO
AD
WA
Y
EL. 25.7
6
ST
A. 4+
94.2
1
RO
AD
WA
Y
EL. 25.6
8
ST
A 6+
60.0
0
RO
AD
WA
Y
EL. 26.2
9
ST
A 9+
12.0
0
RO
AD
WA
Y
EL. 25.8
2
S =0.40%S =0.40%
S =0.40%S =0.40%
S =0.40%
B
PVI S
TA.1
+00.0
0
EL. 25.6
2
C
PV
C
ST
A. 1+
09.8
2
EL. 25.5
2
B
PVI S
TA.1
+34.8
2
EL. 25.2
7LP S
TA.1
+43.1
5
EL. 25.3
5
C
PV
T S
TA.1
+59.8
2
EL. 25.3
9
C
EL. 26.0
9
HP S
TA. 3+
36.7
6
EL. 26.1
8
B
PVI S
TA.3
+36.7
6
EL. 26.2
8
C
EL. 26.0
9
C
PV
C
ST
A. 4+
19.2
1
EL. 25.8
6
LP S
TA.4
+94.2
1
EL. 25.6
8
BP
VI S
TA.4
+94.2
1
EL. 25.4
9
C
PV
T S
TA.5
+69.2
1
EL. 25.8
6
C
EL. 26.1
6
HP S
TA. 7+
28.8
2
EL. 26.4
1
B
EL. 26.6
6
C
EL. 26.1
6
C
PV
C
ST
A. 8+
82.0
0
EL. 25.9
0
LP S
TA.9
+12.0
0
EL. 25.8
2
B
PVI S
TA.9
+19.5
0
EL. 25.7
1
C
PV
T S
TA.9
+57.0
0
EL. 25.9
9
C
PV
C
ST
A. 10+
52.8
2
EL. 26.7
1
HP S
TA. 10+
95.6
7
EL. 26.8
7
B
PVI S
TA.1
1+
02.8
2
EL. 27.0
8
C
PV
T S
TA.1
1+
52.8
2
EL. 26.5
8
B
PVI S
TA.1
1+
89.5
9
EL. 26.2
2
0.50% -0.50% 0.50% -0.50% 0.75% -1.00%
LVC = 50.00FT
SD 187.70FT
K =33
LVC = 75.00FT
SD 1116.65FT
K =75
LVC = 150.00FT
SD 621.53FT
K =150
LVC = 200.00FT
SD 1178.96FT
K =200
LVC = 75.00FT
SD 292.12FT
K =60
LVC = 100.00FT
SD 666.66FT
K =57
PVI S
TA.7
+28.8
2
PV
C
ST
A. 2
+99.2
6
PV
T S
TA. 3+
74.2
6
PV
C
ST
A. 6
+28.8
3
PV
T S
TA. 8+
28.8
3
-1.00%
EL. 25.5
5
ST
A. 0+
00.0
0
TR
UN
KLIN
E
PLN-04
25
30
35
40
20 20
25
30
35
40
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
15 15
MA
TC
H
LIN
E S
EE P
LN-03
SCALE: 1"=40'
SCALE: 1"=4' VERT
SCALE: 1"=40' HORIZ
PLAN
PROFILE
MA
TC
H
LIN
E S
EE P
LN-02
10 10
15" RCP15" RCP
15" RCP15" RCP
15" RCP
EXISTING SURFACE
SITE PLAN AND PROFILE
LIMITS (TYP)
APPROXIMATE SLOPE
PAVEMENT
CUT BITUMINOUS CONCRETE
CONCRETE PAVEMENT
CUT BITUMINOUS
PAVEMENT
CUT BITUMINOUS CONCRETE
6" WATER
15" INV OUT = 17.68
15" INV IN = 17.68
TF = 25.55
MANHOLE
ROADWAY STA 0+00.00
12" INV IN = 19.84
15" INV OUT = 18.59
15" INV IN = 18.59
TF = 25.76
MANHOLE
ROADWAY STA 2+33.97
INV = 22.68
8" UNDERDRAIN
12" INV IN = 20.36
12" INV IN = 20.36
15" INV OUT = 19.61
15" INV IN = 19.61
TF = 25.68
MANHOLE
ROADWAY STA 4+94.21
15" INV OUT = 20.26
15" INV IN = 20.26
TF = 26.29
MANHOLE
ROADWAY STA 6+60.00
INV = 22.82
8" UNDERDRAIN
12" INV IN = 21.50
12" INV IN = 21.50
15" INV OUT = 21.25
TF = 25.82
MANHOLE
ROADWAY STA 9+12.00
WELL ABANDONMENT
2-INCH GROUNDWATER MONITORING
ABANDONMENT
MONITORING WELL
2-INCH GROUNDWATER
8" WATER
13.5 LF - 12" RCP
86.8 LF - 15" RCP
256.2 LF - 15" RCP
11.5 LF - 12" RCP
420 LF - 8" UNDERDRAIN
161.8 LF - 15" RCP
248.0 LF - 15" RCP
11.5 LF - 12" RCP
174 LF - 8" UNDERDRAIN
13.5 LF - 12" RCP
103.3 LF - 12" RCP
15.5 LF - 12" RCP353 LF - 8" UNDERDRAIN
139.2 LF - 15" RCP
10.7 LF - 12" RCP
12" INV IN = 21.56
12" INV OUT = 21.56
TF = 25.02
AND PAVED APRON
TYPE "C-L" CB WITH HEAVY DUTY TOP
ROADWAY STA 9+12.00, 17.00RT
12" INV OUT = 22.08
TF = 25.27
DUTY TOP AND PAVED APRON
TYPE "C-L" CB WITH HEAVY
ROADWAY STA 8+05.00, 19.00RT
12" INV OUT = 20.43
TF = 24.68
AND PAVED APRON
TYPE "C-L' CB WITH HEAVY DUTY TOP
ROADWAY STA 4+94.21, 19.00RT
12" INV OUT = 20.41
TF = 25.08
DUTY TOP AND PAVED APRON
TYPE "C-L" CB WITH HEAVY
ROADWAY STA 4+94.21, 15.00LT
12" INV OUT = 19.89
TF = 25.16
AND PAVED APRON
TYPE "C-L" CB WITH HEAVY DUTY TOP
ROADWAY STA 2+33.97, 14.23LT
12" INV OUT = 20.05
TF = 24.65
AND PAVED APRON
TYPE "C-L" CB WITH HEAVY DUTY TOP
ROADWAY STA 1+43.15, 17.00RT
SERVICE
1" WATER
CONDUIT
2" ELEC.
BANK
DUCT
INV = 22.35
8" UNDERDRAIN
12" INV IN = 19.99
15" INV OUT = 18.23
15" INV IN = 18.23
MANHOLE TF = 25.35
ROADWAY STA 1+43.15
PAVEMENT
CONCRETE
CUT BITUMINOUS
SEE NOTE 3
CAP FOR UNDERDRAIN
SEE NOTE 5
CONCRETE
REMOVE EXISTING
ABANDONMENT
MONITORING WELL
2-INCH GROUNDWATER
ITEM NO. 0202100 - ROCK EXCAVATION.
REMOVAL OF EXISTING CONCRETE SHALL BE PAID FOR UNDER 4.
COST FOR ITEM NO. 0751711 - 6" UNDERDRAIN
CAP FOR UNDERDRAIN SHALL BE INCLUDED IN THE 3.
HEAVY DUTY CB TOPS SHALL NOT BE LOCKED.2.
CATCH BASINS AS SHOWN ON PLANS.
STEEL BOLLARDS TO BE INSTALLED AROUND C-L1.
NOTES:
BEGIN ROADWAY
ROADWAY STA. 0+90
BOLLARD (TYP)
REMOVE STEEL
STA. 0+97
ROADWAY
TEST PIT NO. 10
STA. 1+30
ROADWAY
TEST PIT NO. 11
STA. 1+68
ROADWAY
NO. 12
TEST PIT
ROADWAY STA. 2+13
TEST PIT NO. 13
STA. 8+06, 22RT
ROADWAY
TEST PIT NO. 14
STA. 9+12, 22RT
ROADWAY
TEST PIT NO. 15
LIMIT OF CONSTRUCTION
MATCH EXISTING GRADE
ROADWAY STA. 11+90|
STP NO. 301-0167
END ROADWAYROADWAY STA. 11+40.00
12" INV OUT = 21.55
TF = 25.22
AND PAVED APRON
WITH HEAVY DUTY TOP
TYPE "C-L" CB
ROADWAY STA 9+12.00, 15.00LT
SEE NOTE 1
4 - STEEL BOLLARD (TYP)
SEE NOTE 1
2 - STEEL BOLLARD (TYP)
(TYP) - SEE NOTE 1
2 - STEEL BOLLARD
SEE NOTE 1
2 - STEEL BOLLARD (TYP)
SEE NOTE 1
2 - STEEL BOLLARD (TYP)
SEE NOTE 1
2 - STEEL BOLLARD (TYP)
0+00
1+002+00
3+004+00
5+006+00
7+00
8+00
9+00
10+00
11+00
12+00
R 2000.00
'
R 1000.00'
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 =
06.04
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