DESIGNER/DRAFTER: CHECKED BY: PROJECT TITLE: TOWN: DRAWING TITLE: PROJECT NO. DRAWING NO. SHEET NO. SHEET NO. REVISION DESCRIPTION DATE REV. DEPARTMENT OF TRANSPORTATION STATE OF CONNECTICUT C O N N E C T I C U T D E P A R T M E N T O F T R A N S P O R T A T I O N 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. SPEAR BRIDGEPORT 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 DRAWINGS SITE PLAN AND PROFILE 06.01
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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'