03 - highway - ct.gov-connecticut's official …_-_03_-_highway_ct_pre_0058...03 - highway...

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



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


TYPICAL SECTIONS ROUTE 349 NORTHBOUND

TYPICAL 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%


7'-8" SHLDR12' LANE12' LANE12' LANE4' SHLDR



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)


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


NOTE:

PROCESSED AGGREGATE

ROUTE 349 NORTHBOUND

SEE NOTE

EXISTING GROUND

EXISTING GROUND

EXISTING GROUND

PROCESSED AGGREGATE

1:12

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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


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



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



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


NOTE:

CROSS SLOPES AS DESIGNED.

BE GRADE CONTROLLED THROUGH PROFILE ELEVATIONS AND


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


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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


SHEET 4 OF 5


SHEET 4 OF 5


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)


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



H.W. LOCHNER, INC


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


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


PC

PI

L=

T=R=

692367.34

692264.24 1187368.23

692116.60PCC 1187231.39

16°21'51.6" 399.86


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



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


(TRAILING END)


(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)


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:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=80'

800

SCALE IN FEET

160








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


(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


349NB STA. 19+10


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



H.W. LOCHNER, INC


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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


349SB STA. 59+18

EXISTING PROFILE

TRANSITION TO

GRADE

OVERLAY

MILL AND

(12" SUBBASE)(12" SUBBASE)OVERLAY

MILL AND

EXISTING PROFILE

TRANSITION TO

GRADE


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



H.W. LOCHNER, INC


DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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



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










DESIGNER/DRAFTER:

CHECKED BY:


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


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



H.W. LOCHNER, INC

1.0% 6.0%6.0%

6.0%6.0%

1.0% 6.0%6.0%

6.0%6.0%


0 105

SCALE IN FEET

SCALE 1" = 5'

90% SUBMITTAL 03/09/2016










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


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


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



H.W. LOCHNER, INC

1.0% 6.0%6.0%

6.0%6.0%

1.0% 6.0%6.0%

6.0%6.0%


0 105

SCALE IN FEET

SCALE 1" = 5'

90% SUBMITTAL 03/09/2016










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


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


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



H.W. LOCHNER, INC

1.0% 6.0%6.0%

6.0%6.0%


0 105

SCALE IN FEET

SCALE 1" = 5'

90% SUBMITTAL 03/09/2016










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON



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



H.W. LOCHNER, INC

1.0% 6.0%6.0%

6.0%6.0%


0 105

SCALE IN FEET

SCALE 1" = 5'

90% SUBMITTAL 03/09/2016










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON



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


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










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON



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



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


0 105

SCALE IN FEET

SCALE 1" = 5'

90% SUBMITTAL 03/09/2016










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON



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



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


0 105

SCALE IN FEET

SCALE 1" = 5'

90% SUBMITTAL 03/09/2016










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON



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



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


0 105

SCALE IN FEET

SCALE 1" = 5'

90% SUBMITTAL 03/09/2016










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON



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



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


0 105

SCALE IN FEET

SCALE 1" = 5'

90% SUBMITTAL 03/09/2016










DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.

Filename:3/9/2016

BLOCK:

SIGNATURE/


CONNECTICU

T

DE

PA

RT

ME

NT

O F TRANS

PO

RT

ATI

ON


03 - highway - ct.gov-connecticut's official …_-_03_-_highway_ct_pre_0058...03 - highway...

Documents