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DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_INDEX.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
NUMBER
DRAWING
NUMBER
DRAWING
INDEX OF DRAWINGS
DRAWING TITLE
IND-01
- -
-
-
-
- -
- - -
- - - -
- - -
- - -
- - - -
INDEX OF DRAWINGS
58-332GROTON
IND-01
HIGHWAY
03 - HIGHWAY
HIGHWAY INDEX OF DRAWINGS
PRO-1
PRO-2
HWY-1
TYP-1
TYP-2
AMTRAK RAILROAD
DESIGNED BY:
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
RECONSTRUCTION OF ROUTE 349
NB AND SB OVER
RA
SW
XSC-01
XSC-02
XSC-03
XSC-04
XSC-05
XSC-06
XSC-07
XSC-08
XSC-09
XSC-10
PROFILE ROUTE 349 NORTHBOUND
PROFILE ROUTE 349 SOUTHBOUND
HIGHWAY PLAN ROUTE 349
CROSS SECTIONS ROUTE 349 NORTHBOUND
CROSS SECTIONS ROUTE 349 NORTHBOUND
TYPICAL SECTIONS ROUTE 349 NORTHBOUND
TYPICAL SECTIONS ROUTE 349 SOUTHBOUND
CROSS SECTIONS ROUTE 349 NORTHBOUND
CROSS SECTIONS ROUTE 349 NORTHBOUND
CROSS SECTIONS ROUTE 349 NORTHBOUND
CROSS SECTIONS ROUTE 349 SOUTHBOUND
CROSS SECTIONS ROUTE 349 SOUTHBOUND
CROSS SECTIONS ROUTE 349 SOUTHBOUND
CROSS SECTIONS ROUTE 349 SOUTHBOUND
CROSS SECTIONS ROUTE 349 SOUTHBOUND
90% SUBMITTAL 03/09/2016
AMTRAK RAILROAD
GROTON
TYP-1RA
TYPICAL SECTIONS
58-332AF
BL
1:12
1:2
BL
STA. 14+00 TO STA. 14+49 AND STA. 16+47 TO STA. 17+00
EXISTING GROUND
MBR (TYPE R-B 350)
DIRECTION OF TRAVEL AHEAD STATION
DIRECTION OF TRAVEL BACK STATION
LEGEND
P.A.G.
P.A.G.
MBR (TYPE R-B 350)
2" HMA S0.5
2" HMA S0.5
4' SHELF
EXISTING GROUND
MBR (TYPE R-B 350)
MBR (TYPE R-B 350)
2" HMA S0.5
2" HMA S0.5
5" HMA S1
12" SUBBASE
6%
STA. 12+00 TO STA. 13+00 AND STA. 18+50 TO STA. 19+10
7'-8" SHLDR12' LANE12' LANE12' LANE4' SHLDR
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
RECONSTRUCTION OF ROUTE 349
NB AND SB OVER
BCPC
CPC
CPC
HOT MIX ASPHALT
METAL BEAM RAIL
CONCRETE PARK CURBING
BITUMINOUS CONCRETE PARK CURBING
POINT OF APPLICATION OF GRADE
HMA
MBR
CPC
BCPC
P.A.G.
ROUTE 349 NORTHBOUND (FULL DEPTH RECONSTRUCTION)
1%
SHLDR (VARIES)12' LANE12' LANE12' LANESHLDR (VARIES)
BL
EXISTING GROUND
MBR (TYPE R-B 350)
P.A.G.MBR (TYPE R-B 350)
2" HMA S0.5
2" HMA S0.5
BCPC
ROUTE 349 NORTHBOUND (MILL AND OVERLAY)
SHLDR (VARIES)12' LANE12' LANE12' LANESHLDR (VARIES)
STA. 13+00 TO STA. 14+00 AND STA. 17+00 TO STA. 18+50
ROUTE 349 NORTHBOUND (MILL AND OVERLAY TRANSITION)
6%
1%
(GRANITE SLOPE)
RESET STONE CURBING
1:121:2
TO DESIGNED PROFILE ELEVATIONS AND CROSS SLOPES.
TRANSITION FROM EXISTING ELEVATIONS AND CROSS SLOPES
MILLING AND PAVING OPERATIONS IN THESE AREAS SHALL
NOTE:
CROSS SLOPES AS DESIGNED.
BE GRADE CONTROLLED THROUGH PROFILE ELEVATIONS AND
MILLING AND PAVING OPERATIONS IN THESE AREAS SHALL
NOTE:
PROCESSED AGGREGATE
ROUTE 349 NORTHBOUND
SEE NOTE
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
PROCESSED AGGREGATE
1:12
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_TYP-1.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
90% SUBMITTAL 03/09/2016
1:12
4' SHELF
AMTRAK RAILROAD
GROTON
TYP-2RA
58-332AF
6.0%1:12
1:2
BL
BL
12" SUBBASE
1:12
STA. 54+00 TO STA. 54+49 AND STA. 56+44 TO STA. 58+00
TYPICAL SECTIONS
EXISTING GROUND
EXISTING GROUND
MBR (TYPE R-B 350)
P.A.G.
P.A.G.
MBR (TYPE R-B 350)
4' SHELF
2" HMA S0.5
2" HMA S0.5
5" HMA S1
2" HMA S0.5
2" HMA S0.5
CPC
4' SHLDR LANE (VARIES) 12' LANE 12' LANE 8'-8" SHLDR
BCPC
BCPC
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
RECONSTRUCTION OF ROUTE 349NB AND SB OVER
DIRECTION OF TRAVEL AHEAD STATION
DIRECTION OF TRAVEL BACK STATION
LEGEND
HMA
MBR
CPC
BCPC
P.A.G.
HOT MIX ASPHALT
METAL BEAM RAIL
CONCRETE PARK CURBING
BITUMINOUS CONCRETE PARK CURBING
POINT OF APPLICATION OF GRADE
ROUTE 349 SOUTHBOUND (FULL DEPTH RECONSTRUCTION)
RESET STONE CURBING (GRANITE SLOPE)
BL
1:12
P.A.G.
2" HMA S0.5
2" HMA S0.5
BCPC
ROUTE 349 SOUTHBOUND (MILL AND OVERLAY)
RESET STONE CURBING (GRANITE SLOPE)
EXISTING GROUND
ROUTE 349 SOUTHBOUND (MILL AND OVERLAY TRANSITION)
SHLDR (VARIES) LANE (VARIES) 12' LANE 12' LANE SHLDR (VARIES)
SHLDR (VARIES) LANE (VARIES) 12' LANE 12' LANE SHLDR (VARIES)
6.0%
VARIES
TO DESIGNED PROFILE ELEVATIONS AND CROSS SLOPES.
TRANSITION FROM EXISTING ELEVATIONS AND CROSS SLOPES
MILLING AND PAVING OPERATIONS IN THESE AREAS SHALL
NOTE:
CROSS SLOPES AS DESIGNED.
BE GRADE CONTROLLED THROUGH PROFILE ELEVATIONS AND
MILLING AND PAVING OPERATIONS IN THESE AREAS SHALL
NOTE:
ROUTE 349 SOUTHBOUND
SEE NOTE
SEE NOTE
12' TO 6'-10"
1.0%
1.0%
STA. 53+50 TO STA. 54+00 STA. AND 58+00 TO STA. 58+50
STA. 52+50 TO STA. 53+50 AND STA. 58+50 TO STA. 59+18
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_TYP-2.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
90% SUBMITTAL 03/09/2016
PROCESSED AGGREGATE
EXISTING GROUND
PROCESSED AGGREGATE
PROCESSED AGGREGATE
PROCESSED AGGREGATE
EXISTING GROUND
EXISTING GROUND
1:12
(TYP.)
CROSS-BAR
CATENARYPOLE (TYP.)
CATENARY
WOODS/BRUSH
WOODS/BRUSH
WOODS/BRUSH
WOODS/BRUSH
WOODS/BRUSH
WOODS/BRUSH
BRUSH
WOODS/
BRUSH
WOODS/
SOLID WHIT
E DASHED WHIT
E
SOLID YELLOW
MBR
DASHED WHIT
E
DASHED WHIT
E
SOLID YELLOW
SOLID WHIT
E
MBR
PAVED DITCH
PAVED DITCH
PAVED DITCH
PAVED DITCH
PAVED DIT
CH
PAVED DITCH
DBL MBR
BCLC
BCLC
MBRBCLC
BCLC
MBR
GRAN CURB
GRAN CURB
GRAN CURB
GRAN CURB
SOLID WHITE
SOLID YELLOW
BCLC
MBR
BCLC
MBR
MBR
SOLID WHITE
SOLID YELLOW
DASHED WHITE
SOLID WHITE
BIT
BIT
SOLID WHITE
SOLID WHITE
SOLID
WHIT
E
MBR
MBR
BCLC
GRAN CURB
SOLID
YELLO
W
BCLC
GRAN CURB
MBR
DBL MBRSOLID YELLOW
DASHED WHITE
DASHED WHITE
GRASS
GRAN CURB
GRAN CURBMBR
MBRBCLC
MBRMBR
FOUNDATION
CONC
FOUNDATION
CONC
N 6916
00
N 6916
00
N 692000
N 692000
N 692000
N 692400
N 692400
E 1186800
E 1186800
E 1187200
E 1187200
E 1187200
E 1187600
E 1187600
15'' C
MP
15'' C
MP
15'' R
CP
GRAN CURB
15''
CMP
15'' C
MP
15'' C
MP
15'' R
CP
FL = 77.05'
BOT = 74.90'
TOP = 82.65'
TYPE "C" CB
FL OUT=80.26'
FL IN= 80.46'
BOT =80.16'
TOP =85.56'
"C" CB
FL = 80.95'
BOT = 78.95'
TOP = 84.60'
TYPE "C-L" CB
FL = 76.98'
BOT = 76.98'
TOP = 83.43'
TYPE "C" CB
FL = 80.53'
BOT = 79.73'
TOP = 85.33'
TYPE "C" CB
FL = 73.03'
BOT = 71.13'
TOP = 76.23'
TYPE "C-L" CB
FL OUT=72.49'
FL IN= 72.59'
BOT =72.29'
TOP =77.69'
"C" CB
#58-626
LT ON STD
#58-62
8LT ON STD
#58-62
7LT ON STD
#58-625LT ON STD
#58-623
LT ON STD
#58-621
LT ON STD
#58-619
LT ON STD
#58-620
LT ON STD
#58-622
LT ON STD
#58-624
LT ON STD
#58-63
0LT ON
STD
SR #349 SB
ENTRANCE RAMP
SR #3
49 N
B
EXIT R
AMP
SR #349 SB
SR #349 NB
TO U.S. 1
CLARENCE B. SHARP HWY
CLARENCE B. SHARP HWY
(BIT. CONC. PAVE.)
(BIT. CONC. PAVE.)
GRASS
BRIDGE#03330
BRIDGE#03331
TO S.R. #
649
#58-618
LT ON STD
GRASS
GRASS
(TYP)
WITH PIPE RAIL
PARAPET
(TYP)
STEEL FENCE
PARAPET
(TYP)
WITH PIPE RAIL
PARAPET
JOIN
T
EX
PA
NSIO
N
JOIN
T
EX
PA
NSIO
N
JOIN
T
EX
PA
NSIO
N
JOIN
T
EX
PA
NSIO
NJ
OIN
T
EX
PA
NSIO
N
JOIN
T
EX
PA
NSIO
N
JOIN
T
EX
PA
NSIO
N
JOIN
T
EX
PA
NSIO
N
RAN (B2587)
TO CP-11
RAN (B2555)CP-12
CP-13
CP-15
CP-14
CP-16
CP-17
"C" CB
END ANCHOR
END ANCHOR
DELIN.
H.H.
H.H.
"C" CB
"C-L" CB
"C" CB
B.M.#402
H.H.
OV
ER
HE
AD
SIG
N
B.M.#403
H.H.
"C" CB
H.H.
4" CHERRY
6" CHERRY
"C-L"
CB
"C" CB
DELIN.
B.M.#4
04
H.H.
CONNECTICUTOF
STATE
SHRI JALARAM L.L.C.N/F
KING JR.RONALD K.
N/F
DOVER ONE L.L.C.N/F
SEBASTIANELLIERINN/F
FLYERS THREE CORPN/F
PASSENGER CORPORATIONNATIONAL RAILROAD
N/F
L.L.C. ET AT534 EAST MIDDLE TURNPIKE
N/F
TO
NE
W
YO
RK
LT ON PAR
ANCHOREND
B2578RAN
SHEET 5 OF 5
REFERENCE : R.O.W. MAP NO. 58-42
SHEET 5 OF 5
REFERENCE : R.O.W. MAP NO. 58-42 SHEET 4 OF 5
REFERENCE : R.O.W. MAP NO. 58-42
SHEET 4 OF 5
REFERENCE : R.O.W. MAP NO. 58-42
SHEET 4 OF 5
REFERENCE : R.O.W. MAP NO. 58-42
B2580RAN
B2577RAN
PASSENGER CORPORATIONNATIONAL RAILROAD
N/F
PTNSHP TREE GROUPTHE NORTH SOUTH HARBOR LTD
N/F
HIG
HW
AY
LIN
E
APP
RO
X. N
ON
AC
CESS
HIGHWAY LIN
E
APPROX. NON ACCESS
HIGHWAY
LINE
APPROX. NON ACCESS
HIGHWAY LINE
APPROX. NON ACCESS
11+00
12+00
13+00
14+0015+00 16+00
17+00
18+00
19+00
20+00
21+00
E 1186924.25
N 691531.44
STA. 10+00.00
ROUTE 349 NB
PC
E 1187092.16
N 691856.75
STA. 13+66.66
ROUTE 349 NB
PCC E 1187592.58
N 692343.50
STA. 20+70.75
ROUTE 349 NB
PT
E 1187646.08
N 692375.96
STA. 21+33.32
ROUTE 349 NB
POE
50+00
51+00
52+00
53+00
54+0055+00 56+00
57+00
58+00
59+00
60+00
61+00
E 1187541.11
N 692367.34
STA. 60+46.00
ROUTE 349 SB
PT
E 1187596.41
N 692400.32
STA. 61+10.38
ROUTE 349 SB
POE
E 1187231.39
N 692116.60
STA. 56+46.14
ROUTE 349 SB
PCC
E 1186910.06
N 691613.26
STA. 50+45.08
ROUTE 349 SB
PC
E 1186884.75
N 691546.26
STA. 49+73.45
ROUTE 349 SB
POB
E 1187095.12
N 691952.40
STA. 54+32.66
ROUTE 349 SB
PCC
ROUTE 349 SB
ROUTE 349 NB
AMTRAK RAILROAD
GROTON
HWY-1SW
58-332RA
LIMITS OF MILL AND OVERLAY
LIMITS FULL DEPTH PAVEMENT RECONSTRUCTION
EASTING (X)NORTHING (Y)
EASTING (X)NORTHING (Y)
PI
PI
R=
L=
T=
L=
T=R=
BRIDGE NO. 03331
MBR (TYPE R-B 350)
15'
BRIDGE NO. 03330
MBR (TYPE R-B 350)
12'12'12'
12'12'
END CPC
EXISTING MBR
CONNECT TO
CONNECT TO EXISTING MBR
MBR (TYPE R-B 350)
BEGIN BCPC
BCPC
CPC
CURBING TABLE
12'12'12'
4'
12'
9.2'
4'
REMOVE EXISTING MBR
REMOVE EXISTING MBR
REMOVE EXISTING MBR
REMOVE EXISTING MBR
REMOVE EXISTING MBR
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
RECONSTRUCTION OF ROUTE 349NB AND SB OVER
CONNECT TO EXISTING MBR
RPW (SEE NOTE 2)
RPW (SEE NOTE 2)
RPW (SEE NOTE 2)
RPW (SEE NOTE 2)
15'
STONE CURBING (GRANITE SLOPE)
END CPC AND BEGIN RESET
BEGIN CPC
8' 8
"
8' 8
"7' 8
"6' 1
0"
END BCPC
349 SB CURVE 2
349 NB CURVE 2
692116.60 1187231.39
692038.23 1187158.76
691952.40PCC 1187095.12
213.49
1950.00 106.85
PCC
PT
691856.75 1187092.16
692157.72 1187286.35
692343.50 1187592.58
25°55'35.0"
1556.00 358.18
704.09
EASTING (X)NORTHING (Y)
PC
PI
L=
T=R=
349 NB CURVE 1
691531.44 1186924.25
691702.22 1186992.46
691856.75PCC 1187092.16
11°03'24.5" 366.66
1900.00 183.90
EASTING (X)NORTHING (Y)
PC
PI
L=
T=R=
692367.34
692264.24 1187368.23
692116.60PCC 1187231.39
16°21'51.6" 399.86
EASTING (X)NORTHING (Y)
PI
L=
T=R=
1187095.12
691795.72 1186978.97
691613.26 1186910.06
15°51'43.3"
1400.00 195.04 1400.00 201.30
PCCPCC
PT
6°16'21.9"387.58
CURBING (GRANITE SLOPE)
END RESET STONE
(GRANITE SLOPE)
RESET STONE CURBING
TO CP-16
TO CP-14
47.77'
POSTLAST MBRDH IN
POSTMBRDH IN
POSTMBRDH IN
18.53'
3.34'
S.B.CT. 349
N.B.CT. 349
N=691,817.85
E=1,187,054.36
CP-15 (REBAR W/CAP)
POSTLAST MBRDH IN
END OF SIGN BASEIN WESTERLYBRASS BOLTBM#402
@ END OF DBL MBRDH IN MBR POST
TO CP-15
TO
CP-17
89.54'
6.70'
8.62'
N.B.
CT. 349
N=692,217.67
E=1,187,399.30
CP-16 (REBAR W/CAP)
S.B.
CT. 349
TO
CP-18
TO
CP-16
29.6
4'
3.12'3.9
5'
9" BIRCHNAIL IN
POSTSMBRDH IN
N=692,310.84
E=1,187,788.90
CP-17 (STEEL PIN)
28.52'10.0
5'
12.9
4'
9" CEDARNAIL IN
11" BIRCHNAIL IN
11" BIRCHNAIL IN
TO
CP-7
N=692,618.32
E=1,187,693.47
CP-11 (RAN B2587)
TO CP-12RAN (B2555)
5.70'TO CP-13 TO CP-11(RAN B2587)
7" MAPLENAIL IN
69.92'
20.7
3'
MBR POSTDH IN#58-622
LUM BASECOR CONCDH IN (NE)
N=692,342.24
E=1,187,400.02
CP-12 (RAN B2555)
14" MAPLENAIL IN TRP
IN WHEEL GUARDBRASS BOLT BM#403
TO CP-14
#58-626LUM BASECOR CONCDH IN (NE)
11.92'
53.68'11.89'
TO CP-12(RAN B2555)
S.B.CT. 349
N=691,990.44
E=1,187,070.35
CP-13 (STEEL PIN)
TO CP-13
TO CP-15
#58-630LUM BASECOR CONCIN EASTERLYBRASS BOLTBM#404
POSTSMBRDH IN
70.4
8'
3.21'
3.18'
N=691,649.23
E=1,186,884.82
CP-14 (STEEL PIN)
S.B.CT.
349
ENTRANCE RAMP
ENTRANCE RAMP
EXIT R
AMP
B.M. 404
CONC. BASE OF LUM#58-630
BRASS BOLT IN NORTHEAST COR.
Elev. 77.17'
NAVD 1988
B.M. 402
OF CONC. BASE FOR OVERHEAD SIGN
BRASS BOLT IN NORTHWEST CORNER
Elev. 89.71'
NAVD 1988
B.M. 402
BENCHMARK
ROADWAY PARAPET WALL
METAL BEAM RAIL
CONCRETE PARK CURBING
BITUMINOUS CONCRETE PARK CURBING
MATCH EXISTING PAVEMENT
4" YELLOW PAVEMENT EDGE LINE
8" WHITE CHANNELIZING LINE
12" WHITE DOTTED LINE
4" WHITE PAVEMENT EDGE LINE
6" WHITE BROKEN LINE
MATCH EXISTING PAVEMENT MARKINGS
BM
RPW
MBR
CPC
BCPC
MEP
YPEL
WCL
WDL
WPEL
WBL
MEPM
ACRONYM LEGEND
WBL
YPEL
WPEL
WDL
BM 404
WDL
WCL
WBL
YPEL
WPEL
1187541.12691952.40
EXISTING MBR
CONNECT TO
STA. 12+00
ROUTE 349 NB
MEP
MBR (TYPE R-B 350)
R-B 350)
MBR (TYPE
(TRAILING END)
R-B 350 BRIDGE ATTACHMENT
TO SAFETY SHAPE PARAPET
R-B 350 BRIDGE ATTACHMENT
(TRAILING END)
R-B 350 BRIDGE ATTACHMENT
(SEE NOTE 1)
350 SYSTEM 6)
MBR (TYPE R-B
BEGIN CPC
43.62' RT
ROUTE 349 NB STA. 14+03.22
RESET TYPE C CB WITH NEW TOP
STA. 52+50.00
MEP ROUTE 349 SB
STA. 59+14.04
ROUTE 349 SB
MEP
349 SB CURVE 1 349 SB CURVE 3
END RESET STONE CURBING (GRANITE SLOPE)
STA. 51+35.45
ROUTE 349 SB
BEGIN LANE TAPER
STA. 54+81.70
ROUTE 349 SB
END LANE TAPER
BEGIN BCPC
BEGIN CPC
TO
BO
ST
ON
6' 6
"
12'
(TRAILING END)
R-B 350 BRIDGE ATTACHMENT
SHAPE PARAPET
R-B 350 BRIDGE ATTACHMENT TO SAFETY
NB STA. 19+10
ROUTE 349
MEP
TO
NE
W
HA
VE
N
STRUCTURE (TYP.)
EXISTING CATENARY
EXISTING TRACK 2
EXISTING TRACK 1
EXISTING TRACK 4
BEGIN CPC
END CPCEND CPC
BEGIN CPC
BEGIN CPC
END CPC
STA 57+83.83, 17.23' RT
ROUTE 349 SB
STA 57+85.50, 8.67' RT
ROUTE 349 SB
8.67' RT
STA 57+08.10
ROUTE 349 SB
END CPC
STA. 57+45.37
ROUTE 349 SB
BEGIN LANE TAPER
RADIUS = 361.7 FT
SEE NOTE 3
PAVED DITCH
12'
STA. 57+67.42
ROUTE 349 SB
HIGHWAY PLANROUTE 349
39.01' RT
STA. 58+54.16
TYPE I ROUTE 349 SB
RB END ANCHORAGE
14.64 RT
STA. 53+8.71
TYPE I ROUTE 349 SB
R-B END ANCHORAGE
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
SCALE 1"=80'
800
SCALE IN FEET
160
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
3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_HWY-1.dgn
Border Version: 11/29/13
Plotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
90% SUBMITTAL 03/09/2016
SYSTEM 5) (SEE NOTE 1)
MBR (TYPE R-B 350
TO SAFETY SHAPE PARAPET
R-B 350 BRIDGE ATTACHMENT
(GRANITE SLOPE) AND END CPC
BEGIN RESET STONE CURBING
BEGIN CPC
END BCPC
18'
NB STA. 16+74.6 TO STA. 18+99.5 RT
SB STA. 56+72.3 TO STA. 59+14.1 LT
NB STA. 12+00.0 TO STA. 14+00.1 RT
SB STA. 53+07.0 TO STA. 54+13.1 RT
SB STA. 54+13.1 TO STA. 54+23.1 RT
SB STA. 54+19.0 TO STA. 54+29.0 LT
SB STA. 56+62.3 TO STA. 56+72.3 LT
SB STA. 56+62.6 TO STA. 57+93.8 RT
NB STA. 16+64.6 TO STA. 16+74.6 RT
NB STA. 16+65.8 TO STA. 16+75.8 LT
NB STA. 14+05.4 TO STA. 14+19.9 RT
NB STA. 14+18.9 TO STA. 14+28.9 LT
NOTES:
1. SEE CTDOT STANDARD SHEET HW-910_04.
2. SEE BRIDGE PLANS FOR LIMITS OF RPW.
3. INSTALL PAVED DITCH TO TRANSITION FROM NEW
EDGE OF PAVEMENT TO EXISTING PAVED DITCH.
4. SEE ILLUMINATION PLANS FOR RELOCATIONS AND
INSTALLATIONS OF HIGHWAY LIGHTING.
60
65
70
75
80
85
90
95
100
105
110
115115
60
65
70
75
80
85
90
95
100
105
110
115115
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50
AMTRAK RAILROAD
EXISTING SURFACE ALONG BASELINE
MATCH EXISTING PAVEMENT
349NB STA. 19+10
MATCH EXISTING PAVEMENT
349NB STA. 12+00
RECONSTRUCTION
FULL DEPTH
BRIDGE 03331
LIMITS OF
RECONSTRUCTION
FULL DEPTH
(12" SUBBASE)(12" SUBBASE)
PVI S
TA.1
3+
00.0
0
EL.=
86.5
8
PV
C
ST
A.1
4+
36.6
0
EL.=
88.6
2
PVI S
TA.1
5+
86.6
0
EL.=
90.8
7
H.P.
ST
A.1
6+
83.6
1
EL.=
90.4
8
PV
T S
TA.1
7+
36.6
0
EL.=
90.3
9
PV
C
ST
A.1
7+
98.8
4
EL.=
90.1
9
PVI S
TA.1
8+
38.8
4
EL.=
90.0
6
PV
T S
TA.1
8+
78.8
4
EL.=
89.5
6P
VI S
TA.1
8+
90.0
0
EL.=
89.4
2
S=1.50%S=-0.32% S=-1.25%
L.V.C.=300.00
S.S.D.=743.15
K=164.89
L.V.C.=80.00
S.S.D.=1200.71
K=86.05
S=-0.32%
PROFILE GRADE
TRANSITION TO EXISTING
OVERLAY
MILL AND
OVERLAY
MILL AND
EXISTING PROFILE
TRANSITION TO
GRADE
AMTRAK RAILROAD
GROTON
PRO-1SW
PROFILEROUTE 349 NORTHBOUND
58-332RA
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
RECONSTRUCTION OF ROUTE 349NB AND SB OVER
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
SCALE AS NOTED
3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_PRO.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
90% SUBMITTAL 03/09/2016
MV
C 20'-7"
60
65
70
75
80
85
90
95
100
105
110
115115
60
65
70
75
80
85
90
95
100
105
110
115
49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00
49+50 50+00 50+50 51+00 51+50 52+00 52+50 53+00 53+50 54+00 54+50 55+00 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61+00
PVI S
TA.5
3+
00.0
0
EL.=
84.5
3P
VC
ST
A.5
3+
08.8
0
EL.=
84.7
2
PVI S
TA.5
5+
71.3
0
EL.=
90.4
4
H.P.
ST
A.5
6+
47.2
2
EL.=
88.4
1
PV
T S
TA.5
8+
33.8
0
EL.=
87.2
9P
VI S
TA.5
8+
50.0
0
EL.=
87.0
9
S=2.18%
S=-1.20%
L.V.C.=525.00
S.S.D.=581.57
K=155.23
AMTRAK RAILROAD
MATCH EXISTING PAVEMENT
349SB STA. 59+18
EXISTING PROFILE
TRANSITION TO
GRADE
OVERLAY
MILL AND
(12" SUBBASE)(12" SUBBASE)OVERLAY
MILL AND
EXISTING PROFILE
TRANSITION TO
GRADE
MATCH EXISTING PAVEMENT
349SB STA. 52+50
EXISTING SURFACE ALONG BASELINE
115
FULL DEPTH
RECONSTRUCTION RECONSTRUCTION
FULL DEPTH
BRIDGE 03330
LIMITS OF
AMTRAK RAILROAD
GROTON
PRO-2SW
PROFILEROUTE 349 SOUTHBOUND
58-332RA
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
RECONSTRUCTION OF ROUTE 349NB AND SB OVER
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:SHEET NO.REVISION DESCRIPTIONDATEREV.
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
SCALE AS NOTED
3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_PRO.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
90% SUBMITTAL 03/09/2016
MV
C 20'-10"
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
12+50
70
75
80
85
90
95
100
105
110
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
13+00
70
75
80
85
90
95
100
105
110
S
TA.1
2+
50
TO
ST
A.1
3+
00
EL =
86.5
8
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-01
SHLDR
4' 8"
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
7' 4"
SHLDR
7' 2"
SHLDR
4' 0"
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
RA
SW
MA
TC
H
LIN
E 349 S
BM
AT
CH
LIN
E 349 S
B
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
6.0%6.0%
6.0%6.0%1.0%
VARIES VARIESVARIES
VARIESVARIES
EL =
85.5
6
CROSS SECTIONSROUTE 349 NORTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
13+50
70
75
80
85
90
95
100
105
110
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
14+00
70
75
80
85
90
95
100
105
110
S
TA.1
3+
50
TO
ST
A.1
4+
00
EL =
87.3
3E
L =
88.0
8
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-02
SHLDR
6' 2"
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
5' 8"
SHLDR
7' 8"
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
4' 0"
RA
SW
MA
TC
H
LIN
E 349 S
BM
AT
CH
LIN
E 349 S
B
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
1.0% 6.0%6.0%
6.0%6.0%
1.0% 6.0%6.0%
6.0%6.0%
CROSS SECTIONSROUTE 349 NORTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
16+50
70
75
80
85
90
95
100
105
110
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
17+00
70
75
80
85
90
95
100
105
110
S
TA.1
6+
50
TO
ST
A.1
7+
00
EL =
90.4
4E
L =
90.4
7
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-03
SHLDR
7' 8"
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
4' 0"
SHLDR
7' 8"
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
6' 5"
RA
SW
MA
TC
H
LIN
E 349 S
BM
AT
CH
LIN
E 349 S
B
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
1.0% 6.0%6.0%
6.0%6.0%
1.0% 6.0%6.0%
6.0%6.0%
CROSS SECTIONSROUTE 349 NORTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
17+50
70
75
80
85
90
95
100
105
110
EL =
90.3
5
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-04
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
18+00
70
75
80
85
90
95
100
105
110
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
8' 8"
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
6' 6"
S
TA.1
7+
50
TO
ST
A.1
8+
00
RAMP
3' 7"
SHLDR
6' 6"
RA
SW
SHLDR
6' 6"
MA
TC
H
LIN
E 349 S
BM
AT
CH
LIN
E 349 S
B
-1.0% -6.0%-6.0%
-6.0%-6.0%
EL =
90.1
9
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
1.0% 6.0%6.0%
6.0%6.0%
CROSS SECTIONSROUTE 349 NORTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-05
RA
SW
70
75
80
85
90
95
100
105
110
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70-5-10-15-20-25-30-35-40-45-50-55-60-65-70
18+50
70
75
80
85
90
95
100
105
110
MA
TC
H
LIN
E 349 S
B
SHLDR
6' 6"
LANE
12' 0"
LANE
12' 0"
LANE
12' 0"
RAMP
6' 5"
SHLDR
5' 5"
EL =
89.8
7
ST
A.1
8+
50
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
1.0% 6.0%6.0%
6.0%6.0%
CROSS SECTIONSROUTE 349 NORTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON
SHLDR
6' 2"
RAMP
7' 1"
LANE
12' 0"
LANE
12' 0"
SHLDR
9' 8"
SHLDR
9' 2"
LANE
12' 0"
LANE
12' 0"
SHLDR
5' 6"
RAMP
5' 2"
RA
SW
MA
TC
H
LIN
E 349
NB
MA
TC
H
LIN
E 349
NB
58-332
XSC-06East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
6.0%
1.0%1.0%
VARIESVARIES
VARIESVARIESVARIES
EL =
84.5
0
53+50
53+00
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
EL =
85.5
6
6.0%6.0%
S
TA.5
3+
00
TO
ST
A.5
3+
50
CROSS SECTIONSROUTE 349 SOUTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-07
SHLDR
6' 10"
RAMP
9' 2"
LANE
12' 0"
LANE
12' 0"
SHLDR
8' 8"
RA
SW
MA
TC
H
LIN
E 349
NB
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
6.0%
1.0%
54+00
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
EL =
86.4
4
6.0%6.0%
2.5%
ST
A.5
4+
00
CROSS SECTIONSROUTE 349 SOUTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-08
SHLDR
4' 0"
RAMP
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
8' 8"
SHLDR
4' 0"
RAMP
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
8' 8"
RA
SW
MA
TC
H
LIN
E 349
NB
MA
TC
H
LIN
E 349
NB
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
6.0%
1.0%
6.0%
1.0%
57+00
56+50
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
EL =
88.3
2
6.0%6.0%
3.7%
EL =
88.4
1
6.0%6.0%
6.0%
S
TA.5
6+
50
TO
ST
A.5
7+
00
CROSS SECTIONSROUTE 349 SOUTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-09
SHLDR
5' 1"
RAMP
13' 10"
LANE
12' 0"
LANE
12' 0"
SHLDR
9' 6"
SHLDR
4' 5"
RAMP
12' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
12' 0"
RA
SW
MA
TC
H
LIN
E 349
NB
MA
TC
H
LIN
E 349
NB
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
1.0%
6.0%
2.5%
6.0%
1.0%
58+00
57+50
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
EL =
87.6
6
6.0%6.0%
EL =
88.0
7
6.0%6.0%0.9%
S
TA.5
7+
50
TO
ST
A.5
8+
00
CROSS SECTIONSROUTE 349 SOUTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.
RECONSTRUCTION OF ROUTE349 NB AND SB OVER
AMTRAK RAILROAD
GROTON 58-332
XSC-10
SHLDR
5' 2"
RAMP
15' 1"
GORE
3' 0"
LANE
12' 0"
LANE
12' 0"
SHLDR
9' 6"
LANE
12' 0"
LANE
12' 0"
SHLDR
8' 7"
SHLDR
5' 0"
RAMP
15' 2"
GORE
9' 1"
RA
SW
MA
TC
H
LIN
E 349
NB
MA
TC
H
LIN
E 349
NB
East Hartford, CT 06108
55 Hartland Street, Suite 401
H.W. LOCHNER, INC
6.0%
2.5%1.0%
EL =
86.2
5
VARIESVARIES
VARIESVARIESVARIES VARIES
59+00
58+50
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
70
75
80
85
90
95
100
105
110
0510152025303540455055606570 -5 -10 -15 -20 -25 -30 -35 -40 -45 -50 -55 -60 -65 -70
70
75
80
85
90
95
100
105
110
EL =
87.0
9
6.0%6.0%
S
TA.5
8+
50
TO
ST
A.5
9+
00
CROSS SECTIONSROUTE 349 SOUTHBOUND
0 105
SCALE IN FEET
SCALE 1" = 5'
90% SUBMITTAL 03/09/2016
DEPARTMENT OF TRANSPORTATION
STATE OF CONNECTICUT
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
DESIGNER/DRAFTER:
CHECKED BY:
PROJECT TITLE: TOWN:
DRAWING TITLE:
PROJECT NO.
DRAWING NO.
SHEET NO.
Filename:3/9/2016
BLOCK:
SIGNATURE/
...\HW_Sheet_0058-0332_XSC_Reverse.dgnPlotted Date:
CONNECTICU
T
DE
PA
RT
ME
NT
O F TRANS
PO
RT
ATI
ON
REV. DATE REVISION DESCRIPTION SHEET NO.