HWY-09 HWY-10 HWY-07 HWY-08 HWY-11 - CT.GOV ... -53-186 HWY-01 RESURFACING, BRIDGE, AND SAFETY IMPROVEMENTS ON RT. 2 HWY-07 HWY-08 HWY-09 HWY-10 E.C. BARTHOLOMEW A.L. NAFIS GLASTONBURY

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HWY-01

RESURFACING, BRIDGE, AND

SAFETY IMPROVEMENTS ON RT. 2

HWY-07 HWY-08

HWY-09 HWY-10

E.C. BARTHOLOMEW

A.L. NAFIS

GLASTONBURY

HWY-11

GENERAL NOTES ANDINDEX PLAN 1

FINAL DESIGN REVIEW

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

0

SCALE IN FEET

SCALE 1"=200

200 400

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

3/3/2013

BLOCK:

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...\HW_MST_0053_0186_03_01_INX.dgn

Border Version: 11/14/08

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DRAWING NO. TITLE

HWY-02

HWY-01

HWY-03

LIST OF DRAWINGS IN SUBSET 03 - HIGHWAY

HWY-04

HWY-05

HWY-06

HWY-07

HWY-08

HWY-09

HWY-11

HWY-12

HWY-10

HWY-14

HWY-13

HWY-15

HWY-17

HWY-18

HWY-19

HWY-20

HWY-21

HWY-22

HWY-16

GENERAL NOTES:

ROADWAY PLAN STA 215+00 TO 222+00

















HWY-23

HWY-24





HWY-27

HWY-26

HWY-25

HWY-29

HWY-28

INDEX PLAN 2

INDEX PLAN 3

TYPICAL SECTIONS 1

TYPICAL SECTIONS 2

TYPICAL SECTIONS 3

DETAILS 1

DETAILS 2


HWY-30

GENERAL NOTES AND INDEX PLAN 1

CURB.EQUAL LIFTS, CURB TO

8. PLACE 4 INCHES OF HMA S0.5, DESIGN LEVEL 3, IN TWO

DESIRED CROSS SLOPE.ACHIEVE THE

THICKNESS FROM 1.25 TO 2.5 INCHES AS NECESSARY TO

7. PLACE A WEDGE COURSE OF HMA S0.375 VARYING IN

THICKNESS.

UNIFORM TWO LIFTS OF HMA S0.5 IS LAID DOWN IN

COURSE ACHIEVES THE DESIRED CROSS SLOPE SO THE FINAL

TRANSITION EXTENTS AND THICKNESSES SO THAT THE WEDGE

ELEVATIONS AND MARK OUT REQUIRED CROSS SLOPE AND

6. CONDUCT A SURVEY TO ESTABLISH EXISTING PAVEMENT

THE SAME SHAPE.BE USED TO ACHIEVE

BITUMINOUS CONCRETE WEDGE AT LEAST ONE FOOT WIDE CAN

FROM HORIZONTAL TO A MAXIMUM OF 30. ALTERNATEL

SHAVE DOWN THE EDGE FROM ITS EXISTING ANGLE OF 9

ADJOINING LANE SIDE, A MILLING MACHINE WILL BE USED TO

TO ACHIEVE THE ELEVATION OF THE CENTERLINE ON THE

CENTERLINE. IF THERE IS ADDITIONAL THICKNESS REQUIRED

RUBBLIZED SLAB AND A MAXIMUM OF 5 INCHES AT THE

A MINIMUM OF 3.5 INCHES AT THE OUTER EDGE OF THE

5. PLACE A BOTTOM LIFT OF HMA S1. THICKNESS SHOULD BE

CONCRETE SLABS.4. RUBBLIZE THE PORTLAND-CEMENT

MATERIAL.OR UNSOUND AND REPLACE WITH SPECIFIED

CEMENTITIOUS MATERIALS THAT ARE CONSIDERED UNSUITABLE

3. REMOVE PATCHES OF CONCRETE, BITUMINOUS OR

CONCRETE BASE.

TO TOP OF 2. MILL EXISTING SHOULDERS AND MAINLINE

TYPICAL DETAIL.1. INSTALL EDGE DRAIN AS SHOWN IN THE

SUGGESTED CONSTRUCTION SEQUENCE

273 Dividend Road, Rocky Hill, CT 06067

www.westonandsampson.com

(860) 513-1473 (800) SAMPSON

R

CONSULTANT COMPANY NAME

DESIGNED BY:



(860) 513-1473 (800) SAMPSON

R

THE PROJECT LIMITS SHALL BE CLEANED.

10. ALL DRAINAGE STRUCTURES AND PIPES WITHIN

LOCATIONS DIRECTED BY THE ENGINEER.

BASINS LOCATED IN LOW POINTS AS WELL AS IN

SYSTEMS WILL BE INSTALLED AROUND ALL CATCH

9. DURING CONSTRUCTION, SEDIMENTATION CONTROL

MAINTAINED THROUGHOUT CONSTRUCTION.

THAT PROPER STORM DRAINAGE FLOWS ARE

8. THE CONTRACTOR IS RESPONSIBLE TO ENSURE

CURBING.

COMPATIBLE WITH BITUMINOUS CONCRETE PARK

7. CATCH BASINS AND CATCH BASIN TOPS SHALL BE

CATCH BASINS.

6. C.D.O.T. TYPE B GRATES SHALL BE USED FOR ALL

STORMS.

PERIOD SHALL BE WEEKLY AND OR AFTER MAJOR

VEGETATION OR PAVING. THE MINIMUM INSPECTION

UNTIL ALL DISTURBED AREAS ARE STABILIZED WITH

OUT THROUGHOUT THE CONSTRUCTION PERIOD AND

INSPECTION AND MAINTENANCE SHALL BE CARRIED

A REGULAR BASIS AS OUTLINED HEREIN:

MEASURES SHALL BE INSPECTED AND MAINTAINED ON

5. ALL SEDIMENTATION AND EROSION CONTROL

RESIDENT ENGINEER.

DISCREPANCIES SHALL BE REPORTED TO THE

CONTRACTOR PRIOR TO CONSTRUCTION. ANY

CONDITIONS SHALL BE FIELD VERIFIED BY THE

4. ALL DIMENSIONS,ELEVATIONS AND EXISTING

EXISTING UTILITIES AND PROPOSED CONSTRUCTION.

ENGINEER SHOULD THERE BE ANY CONFLICT BETWEEN

3. THE CONTRACTOR SHALL NOTIFY THE RESIDENT

COMPANY REPRESENTATIVES.

COORDINATE ACTIVITIES WITH INDIVIDUAL UTILITY

STARTING CONSTRUCTION. CONTRACTOR TO

1-800-922-4455, AT LEAST 48 HOURS PRIOR TO

FOR ALL DAMAGE. CALL BEFORE YOU DIG

SUPPORT ALL UTILITIES AND SHALL BE RESPONSIBLE

OPERATIONS. THE CONTRACTOR SHALL ADEQUATELY

AND FEATURES THAT MAY AFFECT HIS CONSTRUCTION

ELEVATIONS, AND EXISTENCE OF ALL SUCH UTILITIES

PRIOR TO BIDDING, THE SIZE, LOCATIONS,

2. THE CONTRACTOR SHALL DETERMINE FOR HIMSELF ,

PERFORMED BY THE CDOT.

PROJECTS 53-98 AND 53-100. FIELD SURVEY WAS

INFORMATION FROM AS-BUILT PLANS OF STATE

FOR THIS PROJECT WAS DEVELOPED USING

1. THE BASE MAP SHOWING EXISTING CONDITIONS

ELEVATION OF THE TOP OF THE FOUNDATION/HANDHOLE.

FINISHED GRADE IS NOT GREATER THAN THE

SHALL BE ADJUSTED IN THESE AREAS SO THAT

PROCESSED AGGREGATE), THE DEPTH OF THE FILL

AREAS OF PROPOSED FILL (TURF ESTABLISHMENT AND

FOUNDATIONS AND CONCRETE HANDHOLES LOCATED IN

18. WHERE THERE ARE EXISTING LIGHT STANDARD

THE SPECIAL PROVISIONS.

AND M.04 MIX DESIGNATION EQUIVALENCY " FOUND IN

MIX(HMA). "SEE NOTICE TO CONTRACTOR- SECTION 4.06

AND SPECIAL PROVISIONS REFERS TO HOT ASPHALT

17. ALL MENTION OF SUPERPAVE FOUND N THE PLANS,

CONSTRUCTED.

SHALL BE

c. PAVEMENT TRANSITIONS FOR UNDERPASS BRIDGES

TO MATCH EXISTING GRADE.

AND PAVED

b. SHOULDERS AND CLIMBING LANES SHALL BE MILLED

FOR TWO WEEKS.

FULLY FUNCTIONAL

a. EDGEDRAIN SYSTEMS SHALL BE INSTALLED AND

16. PRIOR TO RUBBLIZATION;

CATCH BASIN".

BE RECONSTRUCTED WILL BE PAID FOR AS"REBUILD

15. ALL CATCH BASINS CALLED FOR ON THE PLANS TO

FLOODING.

MATERIAL OR EQUIPMENT CAN BE REMOVED PRIOR TO

PREVENT IT FROM FLOATING AWAY OR THAT SUCH

FIRMLY ANCHORED, RESTRAINED OR ENCLOSED TO

FLOODS AND PROVIDED THAT SUCH MATERIAL IS

EQUIPMENT IS NOT SUBJECT TO MAJOR DAMAGE BY

FLOOD ELEVATION PROVIDED THAT SUCH MATERIAL OR

EQUIPMENT MAY BE STORED BELOW THE 500 YEAR

YEAR FLOOD ELEVATION OF 31.9. OTHER MATERIAL OR

EVENT OF FLOODING IS PROHIBITED BELOW THE 500

TO HUMAN HEALTH OR THE ENVIRONMENT IN THE

14. STORAGE OF MATERIALS THAT COULD BE INJURIOUS

BEGINNING OF CONSTRUCTION.

13. ALL PERMITS ARE TO BE ACQUIRED PRIOR TO THE

EXCAVATION".

ABANDONED WILL BE PAID FOR AS "ROCK-IN-TRENCH

12. ALL EXISTING DRAINAGE STRUCTURES TO BE

EXCAVATION" FOR STRUCTURES.

EXCAVATION" FOR PIPES AND "ROCK-IN-TRENCH

BE REMOVED SHALL BE PAID FOR AS "TRENCH

11. ALL EXISTING DRAINAGE PIPE AND STRUCTURES TO

R=3819.724

ROUTE 2 WB

PT = 228+98.74

SHALL BE CLEANED.

9. ALL DRAINAGE STRUCTURES AND PIPES WITHIN THE PROJECT LIMITS

AS IN LOCATIONS DIRECTED BY THE ENGINEER.

INSTALLED AROUND ALL CATCH BASINS LOCATED IN LOW POINTS AS WELL

8. DURING CONSTRUCTION, SEDIMENTATION CONTROL SYSTEMS WILL BE

DRAINGE FLOWS ARE MAINTAINED THROUGHOUT CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSBLE TO ENSURE THAT PROPER STORM

6. C.D.O.T. TYPE B GRATES SHALL BE USED FOR ALL CATCH BASINS.

BE WEEKLY AND OR AFTER MAJOR STORMS.

WITH VEGETATION OR PAVING. THE MINIMUM INSPECTION PERIOD SHALL

CONSTRUCTION PERIOD AND UNTIL ALL DISTURBED AREAS ARE STABALIZED

INSPECTION AND MAINTENANCE SHALL BE CARRIED OUT THROUGHOUT THE

INSPECTED AND MAINTAINED ON A REGULAR BASIS AS OUTLINED HEREIN:

5. ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE

DISCREPANCIES SHALL BE REPORTED TO THE RESIDENT ENGINEER.

FIELD VERIFIED BY THE CONTRACTOR PROIR TO CONSTRUCTION. ANY

4. ALL DIMENSIONS,ELEVATIONS AND EXISTING CONDITIONS SHALL BE

CONSTRUCTION.

THERE BE ANY CONFLICT BETWEEN EXISTING UTILITIES AND PROPOSED

3. THE CONTRACTOR SHALL NOTIFY THE RESIDENT ENGINEER SHOULD

COMPANY REPRESENTATIVES.

CONTRACTOR TO COORDINATE ACTIVITIES WITH INDIDUAL UTILITY

1-800-922-4455, AT LEAST 48 HOURS PRIOR TO STARTING CONSTRUCTION.

AND SHALL BE RESPONSIBLE FOR ALL DAMAGE. CALL BEFORE YOU DIG

OPERATIONS. THECONTRACTOR SHALL ADEQUATELY SUPPORT ALL UTILITIES

SUCH UTILITIES AND FEATURES THAT MAY AFFECT HIS CONSTRUCTION

BIDDING, THE SIZE, LOCATIONS, ELEVATIONS, AND EXISTENCE OF ALL

2. THE CONTRACTOR SHALL DETERMINE FOR HIMSELF , PRIOR TO

CDOT.

PROJECTS 53-98 AND 53-100. FIELD SURVEY WAS PERFORMED BY THE

WAS DEVELOPED USING INFORMATION FROM AS-BUILT PLANS OF STATE

1. THE BASE MAP SHOWING EXISTING CONDITIONS FOR THIS PROJECT

DESIGNATION EQUIVALENCY " FOUND IN THE SPECIAL PROVIAIONS.

NOTICE TO CONTRACTOR- SECTION 4.06 AND M.04 MIX

SPECIAL PROVISIONS REFERS TO HOT ASPHALT MIX(HMA). "SEE

16. ALL MENTION OF SUPERPAVE FOUND N THE PLANS, AND

CONSTRUCTED.

c. PAVEMENT TRANSITIONS FOR UNDERPASS BRIDGES SHALL BE

TO MATCH EXISTING GRADE.

PAVED

b. SHOULDERS AND CLIMBING LANES SHALL BE MILLED AND

FOR TWO WEEKS.

FUNCTIONAL

a. EDGEDRAIN SYSTEMS SHALL BE INSTALLED AND FULLY

15. PRIOR TO RUBBLIZATION;

RECONSTRUCTED WILL BE PAID FOR AS"REBUILD CATCH BASIN".

14.ALL CATCH BASINS CALLED FOR ON THE PLANS TO BE

CAN BE REMOVED PRIOR TO FLOODING.

FROM FLOATING AWAY OR THAT SUCH MATERIAL OR EQUIPMENT

FIRMLY ANCHORED, RESTRAINED OR ENCLOSED TO PREVENT IT

DAMAGE BY FLOODS AND PROVIDED THAT SUCH MATERIAL IS

SUCH MATERIAL OR EQUIPMENT IS NOT SUBJECT TO MAJOR

STORED BELOW THE 500 YEAR FLOOD ELEVATION PROVIDED THAT

ELEVATION OF 31.9. OTHER MATERIAL OR EQUIPMENT MAY BE

FLOODING IS PROHIBITED BELOW THE 500 YEAR FLOOD

HUMAN HEALTH OR THE ENVIRONMENT IN THE EVENT OF

13. STORAGE OF MATERIALS THAT COULD BE INJUROUS TO

OF CONSTRUCTION.

12. ALL PERMITS ARE TO BE AQUIRED PRIOR TO THE BEGINNIG

WILL BE PAID FOR AS "ROCK-IN-TRENCH EXCAVATION".

11. ALL EXISTING DRAINAGE STRUCTURES TO BE ABANDONED

PIPES AND "ROCK-IN-TRENCH EXCAVATION" FOR STRUCTURES.

REMOVED SHALL BE PAID FOR AS "TRENCH EXCAVATION" FOR

10. ALL EXISTING DRAINAGE PIPE AND STRUCTURES TO BE

GENERAL NOTES:

ROUTE 2 EB

19+37.96

15+00

215+00

220+00225+00

230+00

235+00

240+00

245+00 250+00

255+00

260+00

265+00

12+37.05

10+00

5+00

1+00

S413845.00"E

S542959.00"E

S163845.54"E

S413954.84"E

S411458.10"E

S663008.19"ES523421.30"E

R=822.000

R=822.000

R=2291.833R=822.000

WB ON RAMPNEIPSIC RD.

EB OFF RAMP

NEIPSIC RD.

CLIMBING LANE

TAPER

CO

MMERCE STR

EET

NEIPSIC

RD.BR

IDGE NO. 1706

STRUCTURENO. 01700

BRIDGE NO. 01701A

BRIDGE NO. 01701B

PC = 246+34.96

PC = 10+00

PT = 12+20

PC = 14+03.99

PT = 256+45.07

PC = 9+61.61

PT = 11+46.02

PT = 17+62.93

PC = 264+60.63

PC = 219+70.09

BEGIN STATE PROJECTSTA 215+00

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HWY-02



HWY-14 HWY-15HWY-16

E.C. BARTHOLOMEW

A.L. NAFIS

GLASTONBURY

HWY-12

HWY-13

HWY-17

HWY-18

HWY-19

INDEX PLAN 2

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




0

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(860) 513-1473 (800) SAMPSON

R

CLIMBING LANE

280+00 285+00 290+00 295+00 300+00 305+00 310+00

315+00

320+00

325+00

275+00

270+00

S812012.29

"E

S712209.49"E

R=2864.789R=6875.49

4ROUTE 2 WB

ROUTE 2 EB

PT = 279+66.62 PC = 306+06.94

PT = 318+03.04

325+

00

330+

00

335+0

0

340+00345+00

350+00

360+00

355+00

R=22

91.83

1

R=2963.575

R=2963.575

ROUTE 2 W

B

ROUT

E 2

EB

CLIM

BING

LANE

TAPE

R

CLIM

BING

LANE

CLIM

BING

LANE

TAPE

R

PC = 3

27+1

7.35

PCC = 337+

60.58

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HWY-03



E.C. BARTHOLOMEW

A.L. NAFIS

GLASTONBURY

HWY-20 HWY-21 HWY-22

HWY-23

HWY-24 HWY-25 HWY-26 HWY-27

INDEX PLAN 3

HWY-28

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




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(860) 513-1473 (800) SAMPSON

R

BL STA. 395+23.58 EQUALS

PC = 5+00 56.5 FT. LT.

360+

00

365+00

370+00 375+00 380+00

385+00

390+00

395+00

400+00

405+

00

10+0

0

1+00

5+00

15+00

7+08.22

16+33.11 10

+00

5+00

N254621.72"W

S04214

2.96"E

S261821.54"E

S093248.79"W

RD.

QUARRY

2

2

ROARIN

G BROOK

83

80.44

ELEV.

SWAMP

INLET

DROP

DROP INLET

R=1422.000

R=88

2.000

R=190

9.858

ROUTE 2 WB

ROUTE 2 EB

WB O

NRAM

P-RT

E. 83

EB OFF R

AMP RTE.

83

CLIMBING LANE

CLIMBING

LANE

TAPER

RO

AD

QU

ARR

Y

RO

ARIN

G BRO

OK

MANCHESTER RD (RTE. 83)

BRIDGE NO. 01702

BRIDGE NO. 01703

BRIDGE NO. 01704B

BRIDGE NO. 01704A

PT = 371+12.45 PC = 396+

59.96

PCC = 11+

32.87

PT = 12+9

2.24

PC = 9

+44.07

410+00415+00 420+00 425+00 430+00 435+00 440+00 445+00 450+00 455+00

460+00

465+

007+08.22

16+33.11

10+00

10+00

12+62.

33

1+52.2

6

5+00

15+00

10+00S51

1342.50

"E

S651138.20"E

S304938.96"E

S4622

09.64"E

N4622

09.73"W

N154938.26"W

N254621.72"WMANCHESTER RD.

R=824.000

R=354.000

R=822.000

R=822.0

00R=4822.000

R=818.51

0

R=2864.83

6

S304938.26"E

ROUTE 2 WB

ROUTE 2 EB

EB OFF RAMP RTE. 83

EB ONRAM

P-

RTE. 83

WB OFFRAMP-RTE. 83

EB ONR

AMP-W

ASSUC

RD.

01707

MANCHESTER RD (RTE. 83)

WASSUC R

OAD

4" BROKEN WHITE LINE

BRIDGE NO. 01705

BRID

GE

NO.

01707

PC = 30+79.74

PC = 454+9

0.67

PT = 32+79

.25

STA. 41+50.

17

PT = 4

72+5

8.01

PC = 9+44.07PT = 410+05.76

PT = 10+87.10

PC = 9+20.13

PT = 11+79.67

PC = 14+84.80

PT = 17+00

PC = 6+23.17

PCC = 8+04.25

PT = 10+50

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HWY-04



REQUIRED

SLOPE ASTRAVEL LANE TRAVEL LANE

REQUIRED

SLOPE AS

REQUIRED

SLOPE AS

SHOULDERSHLDR.

TRAVEL LANE TRAVEL LANESHOULDER SHLDR.

TRAVEL LANE TRAVEL LANE SHOULDER

TRAVEL LANE TRAVEL LANESHOULDER

E.C. BARTHOLOMEW

A.L. NAFIS

6 44

6 4 10 6

610

CLEAR ZONE

6 4 10 6

CLEAR ZONE

6 610

DETAIL "A"

SEE DETAIL "A"

SEE

REQUIRED

SLOPE AS

REQUIRED

SLOPE AS

SHLDR.

REQUIRED

SLOPE AS

REQUIRED

SLOPE AS

REQUIRED

SLOPE AS 44

SHLDR.

GLASTONBURY

TYPICAL SECTIONS 1

*

*

12:1

12:1

12:1

1

1

23

85

9

9

1412121318

**

65

9

9

7

12

8

18

**

** CROSS SLOPE TO EXISTING BANK (0.015 MIN)

12:1

518

1.5% 1.5%4%

12

1.5%4%-6%

5

138

1.5%

1

1

14

12

12

3

12:1

2

6 18

18

7

9

6

8

1510

14

9

13

15

10

15

23

18

915 97

15 1518

23

6

718

14

13

6

13

14

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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WESTBOUND

EASTBOUND

30

* MINIMUM 0.04 FT/FT W/O CURB AND 0.06 FT/FT W/CURB

GROUND

EXISTING

GROUND

EXISTING

WESTBOUND

EASTBOUND

ROUTE 2 SUPER ELEVATED BANKED SECTION FOR MILLING, RUBBLIZATION AND OVERLAY

ROUTE 2 NORMAL SECTION FOR MILLING, RUBBLIZATION ,AND OVERLAY

4-6%

GROUND

EXISTING

30

4-6%

4 412 12

12 12

12 12

12 12

4

PROCESSED AGGREGATE18.

MILL 3" - MAX.17.

3" HMA S0.5 (1 LIFT)16.

4" EDGEDRAIN15.

"EARTH EXCAVATION")

WILL BE PAID FOR UNDER THE ITEM

REMOVE CURBING (REMOVAL OF B.C.L.C. 14.

BITUMINOUS CONCRETE PARK CURBING13.

350) AS REQUIRED

METAL BEAM RAIL (TYPE R-B 350, TYPE MD-B

3-CABLE GUIDE RAILING (I-BEAM POSTS) 12.

(MAX.)

TURF ESTABLISHMENT WITH 6" TOPSOIL 11.

MATERIAL FOR TACK COAT10.

TO ADJACENT CONCRETE

MILL SHOULDERS / CLIMBING LANES FLUSH 9.

PAVEMENT

RUBBILIZATION OF EXISTING CONCRETE 8.

MILL TO TOP OF CONCRETE PAVEMENT 7.

BITUMINOUS CONCRETE PAVEMENT

APPROXIMATE LOCATION OF EXISTING 6.

CONCRETE PAVEMENT

APPROXIMATE LIMITS OF EXISTING 5.

S0.375

2" HMA S0.5 ON TOP OF 1 " HMA 4.

(2 LIFTS)

3.5" TO 5" HMA S1 1 " HMA S0.375 3.

" TO 2 " HMA S0.375

4" HMA S0.5 (2 EQUAL LIFTS) ON TOP OF 1 2.

APPLICATION OF GRADE1.

TYPICAL SECTION NUMBERING KEY



(860) 513-1473 (800) SAMPSON

R

10

10 10

10

10

10

REQUIRED

SLOPE AS

CROSS SLOPES

PAVEMENT

EXISTING

WIDTH

SHOULDER

REQUIRED

SLOPE AS REQUIRED

SLOPE AS

"A"

DETAIL

SEE

64

3 SHOULDER

11

4

64

3 SHOULDER

11

64814

4 SHOULDER

4

12:1

18

1

1.5% 4%

517

3

12:1

12

1716

VARIES

12:1

4

13 12

17

6

1:12

CROSS SLOPE

A B

7% MAX. DIFFERENCE

8 FT.

4%

1:12

CROSS SLOPE

1:4

STEEPER THAN

4% - 6%

1 **

12:1

2

TRAVEL LANE1

2% (MIN.)2%

5

3

9

21

2% (MIN) 2%

5

3

9

1210

2:1 MAX

18

8

1.5%

156

18

8

1.5%

15

6 13

14

10

106

14

6

EXISTING 9" CONCRETE

SUBBASE VARIES

10

16

248 13

14

* 4"- HMA POUROUS LAYER

18

18

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











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DE

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RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON

RAMP SECTION FOR RESURFACING

WITH FLEXIBLE PAVEMENT

RAMP SECTION FOR RESURFACING

WITH RIGID PAVEMENT

DETAIL "A"

RAILING PLACEMENT

WITH CURB

RAILING PLACEMENT WITHOUT CURB

CLIMBING LANE

CLIMBING LANE

(IN CUT)

(IN FILL)

SHOULDER TREATMENT - HIGH SIDE OF BANK

*TYPICAL OR FLUSH WITH EDGE OF PAVEMENT

TRAVEL LANE

TRAVEL LANE SHOULDER

_

A B

** SLOPE MAY NOT BE STEEPER THAN 1:2 FOR 3-CABLE USE.

MAX. (I-BEAM POST)

*24" 12" THREE-CABLE GUIDE RAILING

4"24" 0 HIGH SPEED (V>8O km/h)

METAL BEAM RAIL (TYPE R-B 350)

C B A TYPE OF GUIDE RAIL

EDGEDRAIN

MILLING AND RUBBLIZATIONTO BE INSTALLED PRIOR TO

IN COST OF EDGE DRAIN.

* ITEMS TO BE INCLUDED

CLIMBING LANE

MATCH EXISTING GRADE

CLIMBING LANE

12:1

12:1 1

PROCESSED AGGREGATE18.

MILL 3" - MAX.17.

3" HMA S0.5 (1 LIFT)16.

4" EDGEDRAIN15.

"EARTH EXCAVATION")

WILL BE PAID FOR UNDER THE ITEM

REMOVE CURBING (REMOVAL OF B.C.L.C. 14.

BITUMINOUS CONCRETE PARK CURBING13.

350) AS REQUIRED

METAL BEAM RAIL (TYPE R-B 350, TYPE MD-B

3-CABLE GUIDE RAILING (I-BEAM POSTS) 12.

(MAX.)

TURF ESTABLISHMENT WITH 6" TOPSOIL 11.

MATERIAL FOR TACK COAT10.

TYPICAL SECTION NUMBERING KEY

7

7

109

MATCH EXISTING CONCRETE BASE

1

SHOULDER

A

1=

4

SHOULDER B

TRAVEL LANE

LANE

SHOULDER/CLIMBING

6" (TYP.)

1

6"

VARIES 24-28

12

4

12

THAN 3".

1.5" AND 3" EACH IF THICKNESS IF GREATER

THAN 3" AND IN EQUAL LIFTS BETWEEN

1. TO BE PLACED IN LIFTS OF NO MORETO ADJACENT CONCRETE

MILL SHOULDERS / CLIMBING LANES FLUSH 9.

PAVEMENT

RUBBILIZATION OF EXISTING CONCRETE 8.

MILL TO TOP OF CONCRETE PAVEMENT 7.

BITUMINOUS CONCRETE PAVEMENT

APPROXIMATE LOCATION OF EXISTING 6.

CONCRETE PAVEMENT

APPROXIMATE LIMITS OF EXISTING 5.

S0.375

2" HMA S0.5 ON TOP OF 1 " HMA 4.

3.5" TO 5" HMA S1 (2 LIFTS)3.

" TO 2 " HMA S0.375

4" HMA S0.5 (2 EQUAL LIFTS) ON TOP OF 1 2.

APPLICATION OF GRADE1.



(860) 513-1473 (800) SAMPSON

R

CURB HEIGHT

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186

HWY-05



E.C. BARTHOLOMEW

A.L. NAFIS

GLASTONBURY

TYPICAL SECTIONS 2

1:4

STEEPER THAN

* 3" (MIN.)- HMA S0.5 (TEMP.)

CONCRETE

* CUT BITUMINOUS

BITUMINOUS CONCRETE

3" EXISTING

GRAVEL BASE

6" EXISTING

* PROCESSED AGGREGATE BASE

4" EDGEDRAIN NO. 8 CRUSHED STONE *

GEOTEXTILE (TYP.) *

(MATCH EXISTING DEPTH) *

SUBBASE

(DEPTH VARIES - 3" MIN.)

CONCRETE OVERLAY

EXISTING BITUMINOUS

40 PER 1" DEPTH

TRANSITION LENGTH (MIN. 200)

RAMP

*

MIN. 360

MIN. 40 PER 1" DEPTH

TRANSITION LENGTH

SLAB

END OF APPROACH

END OF BRIDGE OR

1. REMOVE EXISTING CONCRETE TO LIMITS SHOWN ON THE PLANS

2. EXCAVATE 6" BELOW CONCRETE AND REPLACE WITH SUBBASE

3. REPLACE WITH HMA S1 TO EXISTING EXISTING GRADE

PRIOR TO RUBBLIZATION

AFTER RUBBLIZATION

1. MILL TEMPORARY HMA S1 TO LIMITS SHOWN

2. REPLACE WITH FINAL PAVEMENT SECTION AS SHOWN

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.











NOT TO SCALE

3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_06_TYP.dgn


Plotted Date:

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AREA UNDER BRIDGE 75

REMOVE EXISTING CONCRETE

9" MIN.

75

REMOVE EXISTING CONCRETE

9" MIN.MIN. 360

MIN. 40 PER 1" DEPTH

TRANSITION LENGTH

SEQUENCE OF OPERATIONS AT BRIDGES

MAINLINE

EXISTING PAVEMENT

CONCRETE SLABS

REMOVE EXISTING

PRIOR TO CONTINUATION OF OVERLAY

* TEMPORARY TOUCHDOWN IS TO BE REMOVED

(SEE PLAN SHEETS)

TRANSITION LENGTH



(860) 513-1473 (800) SAMPSON

R

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186

HWY-06



E.C. BARTHOLOMEW

A.L. NAFIS

THE ENGINEER IN THE FIELD

LOCATION TO BE DETERMINED BY

TO THE NEAREST JOINT

REMOVE CONCRETE SLAB

EXISTING GRADE

MATERIAL FOR TACK COAT

2" HMA S0.5

ON 2" HMA S0.5

ON 1 " - 2 " HMA S0.375

AND REPLACE WITH SUBBASE

EXCAVATE 6" BELOW CONCRETE

HMA S1.

ON 2" HMA S0.5

ON 1 " - 2 " HMA S0.375

2" HMA S0.5

3 " - 5" HMA S1.

CONCRETE

RUBBILIZED

THE ENGINEER IN THE FIELD

LOCATION TO BE DETERMINED BY

TO THE NEAREST JOINT

REMOVE CONCRETE SLAB

HMA S1.

ON 2" HMA S0.5

ON 1 " - 2 " HMA S0.375

2" HMA S0.5

3 " - 5" HMA S1.

CONCRETE

RUBBILIZED AND REPLACE WITH SUBBASE

EXCAVATE 6" BELOW CONCRETE

EXISTING GRADE


2" HMA S0.5

ON 2" HMA S0.5

ON 1 " - 2 " HMA S0.375

EXISTING PAVEMENT SURFACE

2" HMA S0.5

2" HMA S0.5

1 " - 2 " HMA S0.375

3" - 4" HMA S1

RUBBILIZED CONCRETE

3"-0" HMA S0.375

(ONE-TWO LIFTS)

HMA S1.INCH

(TWO LIFTS)

2" HMA S0.5


MILLED PAVEMENT SURFACE

MILLING (3" TYP.)

END OF CONCRETE BASE

LOCATION TO BE DETERMINED

BY THE ENGINEER IN THE FIELD

CUT BIT. CONC. PAVEMENT

MATCH EXISTING GRADE

@ INTERSECTION

EXISTING PAVEMENT

HMA S0.50 OR

HMA S0.375

CUT BITUMINOUS CONCRETE PAVEMENT


EXISTING PAVEMENT SURFACE

MAINLINE TREATMENT OVER BRIDGES

MAINLINE TREATMENT UNDER BRIDGES MAINLINE OVERLAY TRANSITION TO RAMPS

TEMPORARY TOUCHDOWN DURING CONSTRUCTION

(TYPICAL BOTH SIDES)

(TYPICAL BOTH SIDES)

SEE TYPICAL SECTIONS

FOR OVERLAY DEPTH

GLASTONBURY

TYPICAL SECTIONS 3

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186

STA 215+00 TO 222+00

A.L.NAFIS

ROADWAY PLAN

HWY-07

E.C.BARTHOLOMEW

GLASTONBURY



MA

TC

H

TO

DR

AWIN

G

HW

Y-08

(HUBBARD BROOK)

SIGN NO 51- 2009

ELEV. = 86.0+/-APPROXIMATE 100 YEAR FLOOD LINE

ELEV.= 85.0+/-APPROXIMATE 100 YEAR FLOOD LINE

BITUMINOUS CONCRETE PARK CURBING

E 1045256.823

N 819403.884

STA 215+00

BEGIN S.P. 53-186

(WITH I-BEAM POSTS)

886-RESET 3 CGR

STA 217+56 TO STA 218+74

PAVEMENT FOR RAILING

REMOVE BCLC

PARK CURB

BITUMINOUS CONCRETE

RESET 3 CGR (WITH I-BEAM POSTS)

ANCHORAGE

RESET RAIL

ANCHORAGE

REST RAIL

218+74

STA 217+56 TO STA

PAVEMENT FOR RAILING

(SEE HIGHWAY DETAILS)

PAVEMENT RESTORATION

CUT CONCRETE PAVEMENT

BEGIN OVERLAY

(WITH I-BEAM POSTS)

BEGIN RESET 3 CGR

EDGEDRAIN WITH CHA

18- 4" OUTLET FOR

W/CLASS "A" CONGRETE

REMOVE CB AND PLUG PIPE

INV= 84.0

15" METAL CULVERT END

INV= 93.0

TYPE "C" CATCH BASIN

487-4" EDGEDRAIN

MATCH EXISTING INVERT

TYPE"C" CATCH BASIN

4 - 15" CCMP

8- 4" OUTLET FOR EDGEDRAIN

W/ CLASS A CONCRETE

REMOVE CB AND PLUG PIPE

143 - 4" EDGEDRAIN

137- 4" EDGEDRAIN

12- 4" OUTLET FOR EDGEDRAIN WITH CHA


162- 4" EDGEDRAIN


RIPRAP APRON

TYPE A MODIFIED

INV=84.0

15" METAL CULVERT END

INV= 91.0 IN & OUT

MANHOLE

38 - 15" RCP

439- 4" EDGEDRAIN

6- 15" CCMP ELBOW

16- 15" CCMP W/

6- 15" CCMP ELBOW

22- 15"CCMP W/

AND OVERLAY

MILL, RUBBLIZE,

OVERLAY

MILL AND

(HUBBARD BROOK)

SIGN NO 51-2009

BEGIN OVERLAY

(WITH I-BEAM POSTS)

RESET 3 CGR

BEGIN RUBBLIZATION STA 216+80

END MILL AND OVERLAY AND


TYPE "A" MODIFIED RIPRAP APRON

(WITH I-BEAM POSTS)

BEGIN RESET 3 CGR

IN& OUT

INV=91.38

TYPE C CATCH BASIN

REMOVE BCLC

INV= 93.04

TYPE C CATCH BASIN

BEGIN RUBBLIZATION STA 216+80

END MILL AND OVERLAY AND

DELTA=135547"

TAN=466.624

L=928.647

R=3819.724

CURVE NO. 27

RTE 2

POSTS)

RESET 3 CGR (WITH I-BEAM

PARK CURB

BITUMINOUS CONCRETE


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800

SCALE IN FEETOF WORK WHICH WILL BE REQUIRED.







3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_07_PLN.dgn


Plotted Date:

CON

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DE

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RT

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ATI

ON

ROUTE 2 WEST BOUND

ROUTE 2 EAST BOUND STA. 218+24 TO 222+00 LT.

STA. 218+24 TO 222+00 LT.

INSTALLATION OF TEMPORARY PAVEMENT MARKINGS.

LANE SIGNS ARE TO BE REMOVED JUST PRIOR TO THE FIRST

WITH THE STANDARD SHEET TR-1210_01. ALL EXISTING CLIMBING

ON-RAMP FROM ROUTE 83 SHALL BE RE-STRIPED IN ACCORDANCE

AND HWY-24. THE ACCELERATION LANE FOR THE EASTBOUND

AS A 14 SHOULDER AS SHOWN ON THE DRAWING NOS. HWY-23

IN THE VICINITY OF EXIT 10 ON/OFF RAMPS SHALL BE RE-STRIPED

THE EXISTING CLIMBING LANE IN THE EASTBOUND DIRECTION

NOTE:



(860) 513-1473 (800) SAMPSON

R

BEGIN BRID

GE (C

OM

MERCE STR.)

STA.

10+46.84

BACK OF ABUT.

BEGIN B.C.L.C.

END B.C.L.C.

TYPE D-G ENDWALL

TYPE C CB (WITHOUT BOTTOM)

TYPE C-G CB

ENDWALL

TYPE C CB (WITHOUT BOTTOM)

(WITHOUT BOTTOM)

24" RCP

24" RCP

3 C.G.R.

3 C.G.R.

3 C.G.R.

3 C.G.R.

3 C.G.R.

3 C.G.R.

BEGIN B.C.L.C. B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

ENDWALL

END B.C.L.C.BEGIN B.C.L.C.

R-B SYSTEM 5&6

MBR (TYPE R-I)

MBR (TYPE R-I)

MBR (TYPE R-1)

3 C.G.R. (I-BEAM POST)



3 C.G.R. (I-BEAM POST)BEGIN 3 C.G.R.

MBR (TYPE R-I)

MBR (TYPE R-I)

MBR (TYPE R-I)MBR (TYPE R-I)

MBR (TYPE R-I)

ROUTE 2 WEST BOUND

END B.C.L.C.

HU

BB

AR

D

BROO

K

INLET 1O1

INLET 202INLET 2O1

N 819118.184

E 1045630.133

PC = 219+70.09

CURVE 27210+00 211+00 212+00 213+00 214+00 215+00 216+00 217+00218+00

219+00 220+00 221+00222+00

N540702"W 498.39

N523237"W

498.03

N523301"W

598.80

S523230"E 599.38

S523642"E

S570758"E

B.M.-23 ELEV.=92.721

TOP OF BRASS DISK OF RANDOM

A-2501

598.85 TO E-129

498.03 TO W-29W-30 (PK)

N=819283.585E=1045525.500

W-31 (PK)

N=819586.686E=1045129.868

E-127 (PK)

N=819420.583E=1045127.059

E-128 (PK)

N=819056.631E=1045603.290

A-2501 (RANDOM)

N=819491.721E=1045022.941

391

381

390

380ST

ART

389

388

387

386

385

384

393E

ND

383

392

382

92.67

92.74

92.85

92.87

93.46

93.55

93.65 94.14 94.53

95.16

95.48

95.56

95.91

95.94

96.04

96.08

96.56

96.58

96.73

96.82

96.90

97.08

97.09

97.13

97.14 97.24

97.26

97.47

97.49 97.90

98.50

98.72 98.92 99.10 99.1799.45 99.78

N 819

600

E 1044800

N 819

200

E 1045200

N 819

600

E 1045200

N 819

600

E 1045600

N 818

800

E 1045600

O/H SIGN

2

2

CO

MMERCE

STREET

113.55

113.69

114.87

115.30

115.34

115.43

115.46

115.55

53-186

STA 222+00 TO 233+00 ROADWAY PLAN

HWY-08

GLASTONBURYRESURFACING, BRIDGE, AND


E.C.BARTHOLOMEW

A.L.NAFIS

411- 4" EDGEDRAIN

RESET TYPE C CB

TYPE C CB TOP

4" EDGEDRAIN

4" EDGEDRAIN


500- 4" EDGEDRAIN

RECONSTRUCT CB

TYPE C CBTOP

342 - 4" EDGEDRAIN

RESET TYPE C CB

TYPE C CB TOP

REMOVE BCLC

MA

TC

H

TO

DR

AWIN

G

HW

Y-07

MA

TC

H

TO

DR

AWIN

G

HW

Y-09

RESET TYPE C CB

TYPE C CB TOP

400 - 4" EDGEDRAIN

12 - 4" OUTLET FOR EDGEDRAIN WITH CHA

(WITH I-BEAM POSTS)

RESET 3 CGR

REMOVE BCLC

PARK CURB

BITUMINOUS CONCRETE

RESET RAIL ANCHORAGE

1680 - RESET 3 CGR (WITH I-BEAM POSTS)

PARK CURB

BITUMINOUS CONCRETE

AND OVERLAY

MILL,RUBBLIZE

OVERLAY

MILL AND

AND OVERLAY

MILL, RUBBLIZE

(WITH I-BEAM POSTS)

1210 - RESET 3CGR

(WITH I-BEAM POSTS)

1414 - RESET 3 CGR MILL AND OVERLAY

(WITH I-BEAM POSTS)

1065- RESET 3 CGR

DRAIN WITH CHA

12 - 4" OUTLET FOR EDGE

FOR EDGEDRAIN

24- 4" OUTLET

38 - 4" OUTLET FOR EDGEDRAIN

DRAIN WITH CHA

22- 4" OUTLET FOR EDGE

DRAIN WITH CHA

22- 4" OUTLET FOR EDGE

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_08_PLN.dgn


Plotted Date:

CON

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DE

PA

RT

ME

NT

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ATI

ON

STA. 222+00 TO 233+00 LT.ROUTE 2 WEST BOUND

ROUTE 2 EAST BOUND STA. 222+00 TO 230+50 LT.




(860) 513-1473 (800) SAMPSON

R

N 818648.541

E 1046428.620

ENDWALL

18"

RCP

15"

RCP

L-ENDWALL

WINGWALLENDWALL

ENDWALL

ENDWALL

ENDWALL

36"

ACC

MP

30"

ACC

MP

TYPE C-G CB

TYPE C DI

15" ACCMP W/6-15" ACCMP ELBOW

TYPE C CB

TYPE C CB

18"

RCP

18"

RCP

15" ACCMP

W/6 - 15"

ACCMP ELBOW

TYPE C DI

END 3 C.G.R.

3 C.G.R.









B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

B.C.L.C.

ANCHORAGE (TYPE-1)

R-I CONC. END

ANCHORAGE (TYPE-1)

R-I CONC. END3 C.G.R. (I-BEAM POST)


PT = 228+98.74

CURVE 27

222+00

223+00

224+00

225+00

226+00227+00

228+00 229+00 230+00 231+00 232+00 233+00S570758"E

598.85 TO E-129

ELEV.=102.209B.M.-7

R.R. SPIKE IN 10" HICKORY IN THE

MEDIAN.100+/- WEST OF TARGET W-28

B.M.-24 ELEV.=101.787

D.H. IN S.E. CORNER OF THE

CONCRETE BASE FOR THE NEIPSIC

ROAD (EXIT 9) SIGN.LOCATED MILE

NORTH OF NEIPSIC ROAD EXIT

598.34

N662031"W

498.05 N611315"W

N540702"W

S570758"E

598.90 S651302"E

498.03 TO W-30

598.85 TO E-128

W-28 (PK)

N=818751.896E=1046365.545

W-29 (PK)

N=818991.673E=1045929.015

E-129 (PK)

N=818731.641E=1046106.278

E-130 (PK)

N=818480.595E=1046650.022

358

357

366E

ND

356

365

355

364

354

363

353

362

352

361

35136

0

350S

TART

359

99.78

N 8188

00

E 10468

00

N 8188

00

E 104640

0

SIGN

SIGN

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186

STA 233+00 TO 245+00

A.L.NAFIS

ROADWAY PLAN

HWY-09

E.C.BARTHOLOMEW

GLASTONBURY



AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAY

MILL AND OVERLAY

REMOVE BCLC

PARK CURBING

BITUMINOUS CONCRETE

(WITH I-BEAM POSTS)

RESET 3 CGR

(WITH I-BEAM POSTS)

85 - RESET 3 CGR

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

RESET 3 CGR (WITH I-BEAM POSTS)

ANCHOR IN EARTH CUT SLOPE - 10ga

MBR (TYPE R-B 350 - 10ga)

500 - 4" EDGEDRAIN

478 - 4" EDGEDRAIN

510 - 4" EDGEDRAIN

388 - 4" EDGEDRAIN

496 - 4" EDGEDRAIN

496 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN500 - 4" EDGEDRAIN

430 - 4" EDGEDRAIN



EDGEDRAIN WITH CHA

18 - 4" OUTLET FOR

EDGEDRAIN WITH CHA


12 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

18 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

18 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

18 - 4" OUTLET FOR

MA

TC

H

TO

DR

AWIN

G

HW

Y-08

MA

TC

H

TO

DR

AWIN

G

HW

Y-10

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_09_PLN.dgn


Plotted Date:

CON

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DE

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(860) 513-1473 (800) SAMPSON

R

TYPE C-G CB

B.C.L.C.

END B.C.L.C. 3 C.G.R.

WING TYPE ENDWALL

TYPE DBBL C-L CBTYPE DBBL C-L CB

TYPE C-L CB

TYPE C-L CB

TYPE C-L CB

24"

RCP

30"

RCP

30"

RCP

30" RCP

30" RCP

END B.C.L.C.

MBR (TYPE R-I) END ANCHORAGE (TYPE-1)END ANCHORAGE (TYPE-1)

ANCHOR

CONCRETE END

ANCHORAGE (TYPE-1)

R-I CONC. END

ANCHOR

CONCRETE END

233+00 234+00 235+00 236+00 237+00 238+00 239+00 240+00 241+00 242+00 243+00 244+00 245+00

B.M.-6

D.H. IN SOUTH CONCRETE FOOTING

FOR THE (EXIT 8) GLASTONBURY

CENTER SIGN

598.09

N663454"W 598.41

N662934"W

599.09

S663206"E

600.24

S662846"E

W-26 (PK)

N=818273.112E=1047462.346

W-27 (PK)

N=818511.796E=1046913.601

E-131 (PK)

N=818242.046E=1047199.566

E-132 (PK)

N=818002.504E=1047749.937

N 8184

00

E 104760

0

N 8180

00

E 104760

0

2

2

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186


HWY-10



MA

TC

H

TO

DR

AWIN

G

HW

Y-09

MILL AND OVERLAY

AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAY

MILL AND OVERLAY

MILL AND OVERLAY

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

(WITH I-BEAM POSTS)

634 - RESET 3 CGR

(WITH I-BEAM POSTS)

550 - RESET 3 CGR

(WITH I-BEAM POSTS)

145 - RESET 3 CGR

BEGIN RESET 3 CGR - WB ON RAMP

END RESET 3 CGR - MAINLINE

MILL AND OVERLAY

REMOVE BCLC

REMOVE BCLC

PARK CURBING

BITUMINOUS CONCRETE

PARK CURBING

BITUMINOUS CONCRETE

REMOVE MBR

1494 REMOVE MBR

MBR (TYPE R-B 350 - 10ga)

(TANGENTIAL)

ATTENUATION SYSTEM

TYPE B IMPACT

ANCHORAGE

RESET RAIL

(TYPE R-B 350 - 10ga)

1695 - MBR

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

62 - 4" EDGEDRAIN

533 - 4" EDGEDRAIN

(SEE DETAILS - SHEET XX)

RIPRAP APRON

TYPE B MODIFIED

4 - 15" CCMP


TYPE C CB

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR

161 - 4" EDGEDRAIN

EDGEDRAIN WITH CHA

4" OUTLET FOR

4 WIDE PAVED DITCH

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR

MA

TC

H

TO

DR

AWIN

G

HW

Y-11

E.C. BARTHOLOMEW

A.L. NAFIS

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_10_PLN.dgn


Plotted Date:

CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON

STA. 254+57 TO 255+00

WB ON RAMP - NEIPSIC ROAD STA. 2+02 TO 5+50

ROUTE 2 EAST BOUND




(860) 513-1473 (800) SAMPSON

R

N 817956.287

E 1048020.868

N 817726.272

E 1048322.633

N 817583.333

E 1048489.006

N 817445.885

E 1048611.318

36" ACCMP

ENDWALL

WING TYP

E ENDWAL

L

TYPE C-

G CB

TYPE C-G CB

ENDWALL

TYPE C DI

15" ACCMP

15"

AC

CM

P

30"

RCP

36"

RCP

CONCRETE PARK CURBING

3 C.G.R.


BEGIN B.C.L.C.

B.C.L.C.

ENDWALL

3 C.G.R.

END ANCH

ORAGE (TY

PE-1)

END ANCH

ORAGE (TY

PE-1)

REDIRECTION END ANCHORAGE

MBR (TYPE R-I)



ANCHOR

CONCRETE END

MBR (TYPE

R-I)

MBR (TYPE

R-I)

BEGIN 3 C

.G.R.

ANCHOR

CONCRETE

END

MBR (TYPE R-I)

+52

PC = 246+34.96

EB OFF RAMP NEIPSEC RD PC = 10+00

PT = 12+20

PC = 14+03.99ROUTE 2 STA. 250+15.057 60 RT

ROUTE 2 STA. 251+15.057 60 LT

WB ON RAMP NEIPSEC RD PC = 1+00

N 817769.163

E 1048472.806

10+00 11+00

12+00

13+00

14+00

15+00

1+00 2+00 3+004+00 5+00 6+00

CURVE 28

CURVE 29

CURVE 30

245+00

246+00

247+00

248+00

249+00250+00

251+00 252+00253+00

254+00

255+00

599.97 N445109"W

N611628"W

S551944"E

598.39 TO W-25

497.44 TO E-133

W-24 (PK)

N=817747.812

E=1048535.918

E-134 (PK)

N=817498.721E=1048607.111

500

501

502

503

523

524

525

B.M.-25

ELEV.=1

36.070

D.H. IN

S.E. CO

RNER O

F THE

CONCRE

TE BAS

E FOR

THE NE

IPSIC

ROAD ( EX

IT 9) SI

GN BAS

E

ELEV.=1

27.319

B.M.-6

D.H. IN

SOUTH

CONCRE

TE FOO

TING

FOR TH

E (EXIT

8) GL

ASTONB

URY

CENTER

SIGN

N611628"W

499.52

S634556"E

S551944"E

598.39 TO W-24

497.44 TO E-134

W-25 (PK)

N=818035.405

E=1048011.172

E-133 (PK)

N=817781.694

E=1048198.004

S

S

N 817

600

E 1048400

N 818

000

E 1048400

N 817

600

E 1048800

S

N 817

600

E 1048000

SIGN

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186

STA 255+50 TO 266+50

A.L.NAFIS

ROADWAY PLAN

HWY-11

E.C.BARTHOLOMEW

GLASTONBURY



MA

TC

H

TO

DR

AWIN

G

HW

Y-12

AND OVERLAY

MILL, RUBBLIZE,

TRANSITION TREATMENT (SEE DETAILS SHEET XX)

END RUBBLIZATION OF RAMP AND BEGIN

CUT 14 CONCRETE PAVEMENT

MILL AND OVERLAY

MILL AND OVERLAYOVERLAY

MILL AND

REMOVE BCLC

REMOVE BCLC

REMOVE BCLC

REMOVE BCLC

PARK CURBING

BITUMINOUS CONCRETE

PARK CURBING

BITUMINOUS CONCRETE

PARK CURBING

BITUMINOUS CONCRETE

PARK CURBING

BITUMINOUS CONCRETE

PARK CURBING

BITUMINOUS CONCRETE

ANCHORAGE

RESET RAILCONCRETE PAVEMENT

CUT 92 BITUMINOUS

CONCRETE PAVEMENT

CUT 102 BITUMINOUS

(WITH I-BEAM POSTS)

520 - RESET 3 CGR

(WITH I-BEAM POSTS)

800 - RESET 3 CGR

(WITH I-BEAM POSTS)

RESET 3 CGR

JERSEY SHAPE PARAPET - 10ga

R-B 350 BRIDGE ATTACHMENT


TYPE C CB

4 - 15" CCMP

4" EDGEDRAIN


678 MBR (TYPE R-B 350 - 10ga)

656 REMOVE MBR

REMOVE BCLC

998 - REMOVE MBR

975 - MBR (TYPE R-B 350 - 10ga)

OVERLAY

MILL AND

MILL AND OVERLAY

4" EDGEDRAIN

RESET TYPE C CB

TYPE C CB TOP

MATCH EXISTING INVERTS

TYPE C CB

4" EDGEDRAIN

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR


TYPE C CB

4 - 15" CCMP

4 - 15" CCMP

RESET TYPE C CB

TYPE C CB TOP

INVERTS

MATCH EXISTING

TYPE C CB

4" EDGEDRAIN

OVERLAY

MILL AND REMOVE MBR

MBR (TYPE R-B 350 - 10ga)REMOVE BCLC

PARK CURBING

BITUMINOUS CONCRETE

REMOVE BCLC

PARK CURBING

BITUMINOUS CONCRETE

RCP

4 - 15"

RESET TYPE C CB

TYPE C CB TOP

(TYPE R-B 350 - 10ga)

500 - MBR

571 - REMOVE MBR

JERSEY SHAPE PARAPET - 10ga

R-B 350 BRIDGE ATTACHMENT

(SEE BRIDGE PLANS)

BRIDGE NO. 01701A

(SEE BRIDGE PLANS)

BRIDGE NO. 01701B

RESET TYPE C CB

TYPE C CB TOP

MA

TC

H

TO

DR

AWIN

G

HW

Y-10

RECONSTRUCT CB

TYPE C CB TOP

(SEE DETAILS DRAWING NO. HWY-06)

FULL DEPTH TREATMENT

END RUBBLIZATION AND BEGIN


(SEE DETAILS DRAWING NO. HWY-06

TRANSITION TREATMENT

END RUBBLIZATION OF RAMP AND BEGIN


(SEE DETAILS, DRAWING NO. HWY-06)

AND BEGIN RUBBLIZATION

END FULL DEPTH TREATMENT


(SEE DETAILS DRAWING NO. HWY-06)

AND BEGIN RUBBLIZATION

END FULL DEPTH TREATMENT


FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_11_PLN.dgn


Plotted Date:

CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON

STA. 5+50 TO 6+98 LT.WB ON RAMP NEIPSIC RD.

STA. 255+50 TO 259+66 RT.ROUTE 2 EAST BOUND

ROUTE 2 WEST BOUND STA. 260+17 TO 260+68 RT

STA. 261+39 TO 263+54 RT.

STA. 258+7 TO 260+31 LT.

STA. 261+21 TO 266+50 LT.

STA. 261+58 TO 262+37 RT.

STA. 260+17 TO 260+51 LT.

STA. 262+24 TO 266+50 LT.

STA. 259+66 TO 259+78. RT.ROUTE 2 EAST BOUND

STA. 260+31 TO 260+43 LT.

STA. 262+12 TO 262+24 LT.

STA. 261+27 TO 261+39 RT.

STA. 261+46 TO 261+58 RT.

STA. 261+09 TO 261+21 LT.

STA. 260+68 TO 260+80 RT.ROUTE 2 WEST BOUND

STA. 260+51 TO 260+63 LT.


RESET GRANITE STONE TRANSITION CURB



(860) 513-1473 (800) SAMPSON

R

B.C.L.C.

N 817134.906

E 1048784.803

N 817268.820

E 1049174.253 N 817145.859

E 1049311.165

N 817365.597

E 1048830.190

N 816752.424

E 1049367.919

2 PAVED

DITCH

30"

AM

MCP

36" ACCMP

15"

RCP

15"

RCP

TYPE C DI

TYPE C-G CB

TYPE C-G CB

ENDWALL

ENDWALL

TYPE C-L CB

TYPE C-L CB

3 C.G.R.

B.C.L.C.

ENDWALL

TYPE C DI

15" ACCMP WITH ACCMP ELBOW

15"

RCP

TYPE C CB

BEGIN B.C.L.C.

B.C.L.C.

ENDWALL

TYPE C DI

TYPE C CB

15"

RCP

15"

ACC

MP

TYPE C-G CB

WING TYPE ENDWALL

24"

ACCMP

60"

ACC

MP

43" X 24" ACCMP ARCH

TYPE C-L CB

54"

ACC

MP

WING TYPE ENDWALL

15"

ACC

MP

ENDWALL

ENDWALL

TYPE C DI

ENDWALL

15"

ACCM

P

15"

RCP

15"

ACC

MP

TYPE D-G ENDWALL

TYPE C DI

TYPE C CB

TYPE C DI

15"

ACC

MP

END B.C.L.C.

END B.C.L.C.

END B.C.L.C.

BEGIN B.C.L.C.

BEGIN B.C.L.C.END B.C.L.C.

END BCLC

BEGIN BCLC

END B.C.L.C.

END B.C.L.C.

B.C.L.C.

BEGIN G.S. T .C.

BEGIN G.S.T.C.




CONCRETE END

ANCHOR

CONCRETE END

MBR (TYPE R-I)

MBR (TYPE R-I)

MBR (TYPE R-I)


MBR (TYPE R-I)

PT = 256+45.07

PC = 9+61.61

PT = 11+46.02

PT = 17+62.93

PC = 264+60.63

BEGIN G.S. T .C.

END B.C.L.C.BEGIN G.S. T .C.

END G.S. T .C.

BEGIN BCLC

END G.S. T .C.

BEGIN BCLC

END G.S. T .C.

BEGIN BCLC

END G.S. T .C.

END PORTLAND CEMENT CONCRETE

END PORTLAND CEMENT CONCRETE

15+00

16+00

17+00

18+00

19+00

6+00 7+00 8+009+00 10+00

11+00

12+00

CURVE 30

CURVE 31

CURVE 32

255+00

256+00

257+00

258+00

259+00

260+00

261+00

262+00

263+00

264+00

265+00

266+00

S 1048831.951

N 816977.213

STA 19+27

EAST BOUND RAMP ON RAMP NEIPSIC ROAD

497.39 N451533"W

597.63 N410532"W

498.87 S424949"E

597.65 S404920"E

BM-5

ELEV.=156.561

D.H. IN N.E CORNER OF NEIPSIC

ROAD BRIDGE ABUTMENT

ELEV.=158.251

D.H. IN S.E. CORNER OF NEIPSIC

ROAD BRIDGE ABUTMENT

BM-26

W-22 (PK)

N=816872.075E=1049351.868

W-23 (PK)

N=817322.479E=1048959.065

E-135 (PK)

N=817132.864E=1048946.258

E-136 (PK)

N=816680.596E=1049336.950

W-23A (PK)

N=817093.163E=1049320.152

W-23B (PK)

N=817321.444

E=1049134.552

E-134A (PK)

N=817291.753E=1048698.630

E-135A (PK)

N=816982.942E=1048802.715

S

S

S

S

S

2

2

NEIPSIC

ROAD

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186

STA 266+50 TO 277+00

A.L.NAFIS

ROADWAY PLAN

HWY-12

E.C.BARTHOLOMEW

GLASTONBURY



AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAY

MILL AND OVERLAY

AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAY

REMOVE BCLC

REMOVE BCLC

PARK CURB

BITUMINOUS CONCRETE

PARK CURB

BITUMINOUS CONCRETE

REMOVE MBR

REMOVE MBR

REMOVE MBR

350 - 10ga)

MBR (TYPE R-B

MBR (TYPE R-B 350 - 10ga)(TYPE I - 10ga)

R-B END ANCHORAGE

(TYPE I - 10ga)

R-B END ANCHORAGE

(WITH I-BEAM POSTS)

RESET 3 CGR

500 - 4" EDGEDRAIN

465 - 4" EDGEDRAIN

250 - 4" EDGEDRAIN



EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR 4" EDGEDRAIN

4" EDGEDRAIN



MA

TC

H

TO

DR

AWIN

G

HW

Y-11

MA

TC

H

TO

DR

AWIN

G

HW

Y-13

EDGEDRAIN WITH CHA

18 - 4" OUTLET FOR

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_12_PLN.dgn


Plotted Date:

CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON

STA. 266+50 TO 268+96 LT.ROUTE 2 EAST BOUND

ROUTE 2 WEST BOUND STA. 266+50 TO 266+80 LT.




(860) 513-1473 (800) SAMPSON

R

ENDWALL

TYPE D-G ENDWALL

24"

ACC

MP

END B.C.L.C.

B.C.L.C.

END 3 C.G.R.

MBR (TYPE R-I)

MBR (TYPE R-I)

MBR (TYPE R-I)




MBR (TYPE R-I)

+02

END B.C.L.C.

CURVE 32

267+00

268+00269+00

270+00 271+00 272+00273+00

274+00

275+00

276+00

277+00

N562259"W

560.16 S455707"E

S572439"E

595.72 TO W-20

552.75 TO CP-10

W-21 (PK)

N=816521.960

E=1049705.166

E-137 (PK)

N=816272.733

E=1049769.339

CP-9 (IP)

N=816291.138

E=1049739.569

N562259"W

S572439"E

595.72 TO W-21

552.75 TO CP-9

ELEV.=

215.44

3

BM-29

TOP

OF S.E. BO

LT IN C

ONCR

ETE

ANCH

OR O

F 3

WIRE

GUIDE R

AIL.

LOCA

TED

90+/

- WES

T OF T

ARGE

T

E-138

BM-4

ELEV.=

214.40

9

R.R. S

PIKE IN

24" O

AK L

OCAT

ED

100+/

- EAS

T OF T

ARGE

T W-

20

W-20 (PK

)

N=816192.14

5

E=1050201

.257

E-138 (P

K)

N=815963.

236

E=105027

7.014

CP-10 (IP)

N=815993.

423

E=105020

5.287

N 816

400

E 1050000

N 816

000

E 1050000

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186


HWY-13



AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAY

MILL AND OVERLAY

MILL AND OVERLAY

AND OVERLAY

MILL, RUBBLIZE,

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

(WITH I-BEAM POSTS)

554 - RESET 3 CGR

(WITH I-BEAM POSTS)

145 - RESET 3 CGR

(WITH I-BEAM POSTS)

190 - RESET 3 CGR

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

398 - 4" EDGEDRAIN

4" EDGEDRAIN4" EDGEDRAIN

4" EDGEDRAIN4" EDGEDRAIN

500 - 4" EDGEDRAIN









MA

TC

H

TO

DR

AWIN

G

HW

Y-12

MA

TC

H

TO

DR

AWIN

G

HW

Y-14

E.C. BARTHOLOMEW

A.L. NAFIS

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_13_PLN.dgn


Plotted Date:

CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON



(860) 513-1473 (800) SAMPSON

R

N 815926.624

E 1050606.593

S712209.49"E

CURVE NO. 32

RTE 2

Delta=300711"

Tan=770.830

L=1505.992

R=2864.789

TYPE D-G ENDWALL

WING TYPE ENDWALL

WING TYPE ENDWALL

54" AC

CMP

48" AC

CMP

3 C.G.R. (I-BEAM POST)3 C.G.R. CONC END ANCHORAGE (TYPE-1)

PT = 279+66.62

3 CGR (I-BEAM POST)

3 CGR (I-BEAM POST)

ROUTE 2 WEST BOUND

ROUTE 2 EAST BOUND

CONC END ANCHORAGE (TYPE-1)




CURVE 32277+00

278+00279+00 280+00 281+00 282+00 283+00 284+00 285+00 286+00 287+00 288+00

570.59

N712242"W

595.96 N680603"W

836.90 S690517"E

431.96

N715450"W

W-18 (PK)

N=815787.666E=1051294.932

W-19 (PK)

N=815969.866E=1050754.216

E-139 (PK)

N=815751.098E=1050833.247

E-140 (PK)

N=815560.608E=1051397.673

CP-11 (IP)

N=815694.708E=1050987.056

420

421

422

423

424

425

N 81600

0

E 1050800

N 81560

0

E 1050800

N 81560

0

E 1051200

N 81600

0

E 1051200

2

2

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186


HWY-14



AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAY

MILL AND OVERLAY



RESET RAIL ANCHORAGERESET RAIL ANCHORAGE

(WITH I-BEAM POSTS)

RESET 3 CGR

(WITH I-BEAM POSTS)

264 - RESET 3 CGR

(WITH I-BEAM POSTS)

805 - RESET 3 CGR

(WITH I-BEAM POSTS)

410 - RESET 3 CGR

REMOVE BCLC

REMOVE BCLC

REMOVE BCLC

PARK CURBING

BITUMINOUS CONCRETE

PARK CURBING

BITUMINOUS CONCRETE

PARK CURBING

BITUMINOUS CONCRETE

ANCHORAGE

RESET RAIL

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN


593 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

407 - 4" EDGEDRAIN

381 - 4" EDGEDRAIN

513 - 4" EDGEDRAIN

614 - 4" EDGEDRAIN18 - 4" OUTLET FOR EDGEDRAIN WITH CHA



493 - 4" EDGEDRAIN

RESET TYPE C CB

TYPE C CB TOP

RESET TYPE C CB

TYPE C CB TOP

RESET TYPE C CB

TYPE C CB TOP

MA

TC

H

TO

DR

AWIN

G

HW

Y-13

MA

TC

H

TO

DR

AWIN

G

HW

Y-15

E.C. BARTHOLOMEW

A.L. NAFIS

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

22 - 4" OUTLET FOR




FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_14_PLN.dgn


Plotted Date:

CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON



STA. 297+17 TO 300+50 RT.




(860) 513-1473 (800) SAMPSON

R

S712209.49"E

TYPE C DI

TYPE C DI

WING TYPE ENDWALL

15"

ACC

MP

15"

ACC

MP

15"

ACC

MP

54"

ACC

MP

TYPE C DI

TYPE D-G ENDWALL

WING TYPE ENDWALL

48"

ACC

MP

3 C.G.R. (I-BEAM POST)3 C.G.R.


ANCHORAGE (TYPE-1)

CONC. END3 C.G.R. (I-BEAM POST)

3 C.G.R.


BEGIN B.C.L.C.

B.C.L.C. END B.C.L.C.

B.C.L.C.



BEGIN B.C.L.C.

B.C.L.C.


ROUTE 2 EAST BOUND

ROUTE 2 WEST BOUND

CONC END ANCHORAGE (TYPE-1)CONC END ANCHORAGE (TYPE-1)


289+00 290+00 291+00 292+00 293+00 294+00 295+00 296+00 297+00 298+00 299+00 300+00

595.77

N712300"W

596.80

N711857"W

264.90

N703125"W

595.54

N712011"W 331.03

S720200"E

BM-3 ELEV.=265.535

R.R. SPIKE IN 10" MAPLE LOCATED

IN MEDIAN

BM-29

TOP OF N.E. BOLT IN CONCRETE ANCHOR OF 3 WIRE GUIDE RAIL.LOCATED 90+/- EAST OF TARGET

E-142

ELEV.=276.712

R.R. SPIKE IN 10" OAK LOCATED IN

MEDIAN BETWEEN TARGETS E-140

AND E-141

BM-28

W-16 (PK)

N=815406.290E=1052424.876

W-17 (PK)

N=815596.481E=1051860.277

E-140 (PK)

N=815560.608E=1051397.673

E-141 (PK)

N=815370.026E=1051961.900

E-142 (PK)

N=815179.593E=1052526.530

CP-12 (IP)

N=815281.703E=1052211.642430

431

432

433

434

426

427

428

429

N 81560

0

E 1052000

N 81560

0

E 1052400

N 81520

0

E 1052000

S

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186


HWY-15



REMOVE BCLC

REMOVE BCLC

PARK CURB

BITUMINOUS CONCRETE

PARK CURB

BITUMINOUS CONCRETE

(WITH I-BEAM POSTS)

1562 - RESET 3 CGR

(WITH I-BEAM POSTS)

RESET 3 CGR

(WITH I-BEAM POSTS)

148 - RESET 3 CGR

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

4" EDGEDRAIN

4" EDGEDRAIN

4" EDGEDRAIN

4" EDGEDRAIN

300 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

350 - 4" EDGEDRAIN

503 - 4" EDGEDRAIN

495 - 4" EDGEDRAIN




12 - 4" OUTLET FOR EDGEDRAIN WITH CHA12 - 4" OUTLET FOR EDGEDRAIN WITH CHA



MA

TC

H

TO

DR

AWIN

G

HW

Y-14

MA

TC

H

TO

DR

AWIN

G

HW

Y-16

E.C. BARTHOLOMEW

A.L. NAFIS

AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

500 - 4" EDGEDRAIN

MILL AND OVERLAY

MILL AND OVERLAY

EDGEDRAIN WITH CHA

18 - 4" OUTLET FOR

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_15_PLN.dgn


Plotted Date:

CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON


ROUTE 2 WEST BOUND STA. 300+50 TO 302+39 RT.


ELEV.=315.063

TOP OF N.E. BOLT IN CONCRETE ANCHOR OF 3 WIRE GUIDE RAIL.LOCATED 90+/- EAST OF TARGET



(860) 513-1473 (800) SAMPSON

R

Delta=95803"

Tan=599.560

L=1196.093

R=6875.494

S712209.49"E

N 815083.129

E 1053108.553

RTE 2

CURVE NO. 33

WING T

YPE

ENDW

ALL

TYPE DOUBLE C-L CB

54" RCP

ENDWALL

TYPE DOUBLE C-L CB



3 C.G.R.


END B.C.L.C.

END B.C.L.C.

B.C.L.C.

PC = 306+06.94

ROUTE 2 EAST BOUND

ROUTE 2 WEST BOUND


CURVE 33

301+00 302+00 303+00 304+00 305+00 306+00 307+00 308+00

309+00310+00

311+00312+00

595.52

N724735"W

N712218"W

443.69

N751005"W

152.88

N703228"W N712307"W

595.95 TO W-16

598.78 TO E-142

W-14 (PK)

N=815039.758

E=1053558.470W-15 (PK)

N=815215.926E=1052989.607

E-143 (PK)

N=814988.459E=1053093.990

E-144 (PK)

N=814823.953

E=1053667.044

CP-13 (IP)

N=814937.530

E=1053238.137

310

320

450

311

451

312

452

313

453

314

454

315

455

316

456

317

308

318

309

319

N 81480

0

E 1053600

N 81520

0

E 1053600

N 81520

0

E 1053200

N 81480

0

E 1053200

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186


HWY-16



MILL AND OVERLAY

MILL AND OVERLAY

AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAY

MILL AND OVERLAY

AND OVERLAY

MILL, RUBBLIZE,

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

(WITH I-BEAM POSTS)

RESET 3 CGR

(WITH I-BEAM POSTS)

540 - RESET 3 CGR

(WITH I-BEAM POSTS)

274 - RESET 3 CGR

(WITH I-BEAM POSTS)

100 - RESET 3 CGR

REMOVE BCLC

PARK CURB

BITUMINOUS CONCRETE

MILL AND OVERLAY

ANCHORAGE

RESET RAIL

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

600 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN

145 - 4" EDGEDRAIN

500 - 4" EDGEDRAIN




500 - 4" EDGEDRAIN




4 - 15" CCMP


TYPE C CB


MA

TC

H

TO

DR

AWIN

G

HW

Y-15

MA

TC

H

TO

DR

AWIN

G

HW

Y-17

E.C. BARTHOLOMEW

A.L. NAFIS


ANCHORAGE

RESET RAIL

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_16_PLN.dgn


Plotted Date:

CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON





(860) 513-1473 (800) SAMPSON

R

S812012.29

"E

CURVE NO. 33

RTE 2

Delta=95803"

Tan=599.560

L=1196.093

R=6875.494

N 814801.280

E 1054269.413

ENDWALL

WING TYPE ENDWALL

WING TYPE ENDWALL

WING TYPE ENDWALL

42"

RCP

48"

RCP

ENDWALL

15" ACCMP

TYPE C DI

3 C.G.R. (I-

BEAM POST)

3 C.G.R. (I-

BEAM POST)

3 C.G.R.

3 C.G.R. (I-

BEAM POST)

3 C.G.R.

3 C.G.R. (I-

BEAM POST)

PT = 318+03.04

ROUTE 2 EA

ST BOUND

ROUTE 2 WE

ST BOUND

BEGIN BCLC

BEGIN BCLC

CURVE 33

313+00

314+00

315+00

316+00

317+00

318+00

319+00

320+00

321+00

322+00

323+00

324+00

595.63

N811219"W

596.23

N773209"W

595.63

N811219"W

596.23

N773209"W

580.14

N811923"W

68.44

N843240"

W

529.03

N780348"W

BM-2

TOP OF S

.E. BOLT O

N 3 WIRE

CABLE

GUARD RA

IL CONC. A

NCHOR, 120

+/-

NORTH OF

THE POW

ER LINES

IN THE

MEDIAN

ELEV. =36

7.939

BM-30

R.R. SPIKE

IN 15" ASH

, 200+/-

EAST

OF TARGE

T E-144

ELEV.=379

.578

BM-31

D.H. IN TH

E S.E. COR

NER OF A

N END-

WALL AT

THE TURN

AROUND.S

OUTH

SIDE OF R

OAD

W-12 (PK)

N=814820.007

E=1054729.270

W-13 (PK)

N=814911.075

E=1054140.646

E-145 (PK)

N=814708.027

E=1054252.76

7

E-146 (PK)

N=814620.506

E=1054826.271

CP-14 (IP)

N=814714.534

E=1054184.637

300

301

302

303

304

305

306

307

BRUSH

2

2

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186


HWY-17



AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAYMILL AND OVERLAY

PARK CURBING

BITUMINOUS CONCRETE

(WITH I-BEAM POSTS)

RESET 3 CGR

(WITH I-BEAM POSTS)

2105 - RESET 3 CGR

(WITH I-BEAM POSTS)

RESET 3 CGR

MILL AND OVERLAY

CUT SLOPE - 10ga

ANCHOR IN EARTH

180 - REMOVE MBR

350 - 10ga)

232 - MBR (TYPE R-B

(TYPE I - 10ga)

R-B 350 END ANCHORAGE

ANCHORAGE

RESET RAIL

4" EDGEDRAIN

4" EDGEDRAIN

4" EDGEDRAIN

4" EDGEDRAIN

EDGEDRAIN WITH CHA

22 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

22 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

22 - 4" OUTLET FOR

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR


326 - 4" EDGEDRAIN

181 - 4" EDGEDRAIN

510 - 4" EDGEDRAIN

240 - 4" EDGEDRAIN

490 - 4" EDGEDRAIN

H.P.

MA

TC

H

TO

DR

AWIN

G

HW

Y-16

MA

TC

H

TO

DR

AWIN

G

HW

Y-18

E.C. BARTHOLOMEW

A.L. NAFIS

EDGEDRAIN WITH CHA

12 - 4" OUTLET FOR

REMOVE BCLC

FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800








3/3/2013

BLOCK:

SIGNATURE/

...\HW_MST_0053_0186_03_17_PLN.dgn


Plotted Date:

CON

NECTICUT

DE

PA

RT

ME

NT

O F TRAN

S

PO

RT

ATI

ON





(860) 513-1473 (800) SAMPSON

R

+20

END B.C.L.C.

Delta=260451"

Tan=530.815

L=1043.235

R=2291.831

N 814663.560

E 1055173.292

RTE 2

CURVE NO. 34

TYPE C-G CB

WING TYPE ENDWALL

42"

RCP

42"

RCP

TYPE L EN

DWALL

3 C.G.R. (I-BEAM POS

T)

3 C.G.R. (I-

BEAM POST)

3 C.G.R.

3 C.G.R. (I-

BEAM POST)

MBR (TY

PE R-I)

PC = 327+17.35

S812012.29

"E

ROUTE 2 EAST BOUND

ROUTE 2 WEST BOUND

CURVE 34

325+00

326+00

327+00

328+00

329+00330+00

331+00 332+00333+00

334+00

335+00

336+00

N795321"W

321.58

N804926"W

275.48 TO E-147

850.06 TO CP

-8

S743945"E 925.78 TO CGS-54

02

ELEV.=392

.195

TOP OF S

.E. BOLT O

N 3 WIRE

CABLE

GUARD RA

IL CONC. A

NCHOR, 120

+/-

NORTH OF

THE POW

ER LINES

IN THE

W-11 (PK)

N=814751.898

E=1055221.042

CGS 5403X

N=814569.224

E=1055143.736

726.55 N631453"W

N795321"W

S743945"E

562.01 N670702"W

N784014"W 2

75.48 TO CGS-54

03x925.78 TO 5403x

850.06 TO W-1

2

E-147 (PK)

N=814515.105E=1055413.852

E-148 (PK)

N=814296.568E=1055931.636

W-10 (PK)

N=814619.650E=1055700.224

CP-8 (IP)

N=814670.775E=1055566.130

B.C.L.C.

N 81440

0

E 1055200

N 81480

0

E 1055600

- -

-

-

-

- -

- - -

- - - -

- - -

- - -

- - - - 53-186


HWY-18



AND OVERLAY

MILL, RUBBLIZE,

AND OVERLAY

MILL, RUBBLIZE,

MILL AND OVERLAY

(WITH I-BEAM POSTS)

RESET 3CGR

MILL AND OVERLAY


REMOVE BCLC

PARK CURBING

BITUMINOUS CONCRETE

PARK CURBING

BITUMINOUS CONCRETE

ANCHORAGE

RESET RAIL

(WITH I-BEAM POSTS)

867 - RESET 3 CGR

(WITH I-BEAM POSTS)

436 - RESET 3 CGR

ANCHORAGE

RESET RAIL

ANCHORAGE

RESET RAIL

REMOVE BCLCRESET RAIL ANCHORAGE

508 - 4" EDGEDRAIN

546 - 4" EDGEDRAIN

600 - 4" EDGEDRAIN

483 - 4" EDGEDRAIN

4" EDGEDRAIN

4" EDGEDRAIN



RESET TYPE C CB

TYPE C CB TOP

RESET TYPE C CB

TYPE C CB TOP

MA

TC

H

TO

DR

AWIN

G

HW

Y-17


MA

TC

H

TO

DR

AWIN

G

HW

Y-19

E.C. BARTHOLOMEW

A.L. NAFIS

I-BEAM POSTS)

RESET 3CGR (WITH



FINAL DESIGN REVIEW

DESIGNER/DRAFTER:

CHECKED BY:


DRAWING TITLE:

PROJECT NO.

DRAWING NO.

SHEET NO.




SCALE 1"=40

40 800







THE INFORMATION, INCLUDING EST

Documents

HWY-09 HWY-10 HWY-07 HWY-08 HWY-11 - CT.GOV ... -53-186 HWY-01 RESURFACING, BRIDGE, AND SAFETY IMPROVEMENTS ON RT. 2 HWY-07 HWY-08 HWY-09 HWY-10 E.C. BARTHOLOMEW A.L. NAFIS GLASTONBURY