02_-_Roadway_Drawings.pdf

GRADING PLANGRA-01

ROADWAY CROSS SECTIONSXSC-01 - XSC-05

ROADWAY PROFILESPRO-01 - PRO-02

ROADWAY PLANRDWY-01

GEOMETRIC LAYOUT AND SURVEY LAYOUT AND TIE SHEETGLP-01

MISCELLANEOUS DETAIL SHEETSMDS-01 - MDS-12

TYPICAL SECTIONSTYP-01 - TYP-02

ROADWAY INDEX OF DRAWINGSINX-01

DRAWING TITLEDRAWING NUMBERDRAWING TITLEDRAWING NUMBER

INDEX OF DRAWINGS

02 - ROADWAY

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

INX-01

TOWN(S):

CITY OF MERIDEN

OREGON ROAD OVER QUINNIPIAC RIVER

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MST_41097_04184_RDWY-IDX.dgn FILE NAME: CVerge LASTED SAVED BY:

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L079-0004

DESIGNER/DRAFTER: C. VERGE CHECKED BY: M. VAIL

ROADWAY INDEX OF DRAWINGS

02.01

A

G

C

J

M

J

L

N

L

O

VARIES VARIES 2.0% 12:1

2:1 M

AX.

VARIES (12:1 TO 4:1)

VARIES (12:1 TO 4:1)

12:1

VARIES (SEE NOTE 1 & 2)VARIES (SEE NOTE 1 & 2)

P.A.G.

INSTALLATION DETAIL (TYP)

SEE CONCRETE CURBING

D

SEE INTERSECTION GRADING PLAN

EXISTING GROUND

A

B

C

D J

M

EXISTING GROUND

P.A.G.

VARIES (SEE NOTE 2) VARIES (SEE NOTE 2)

OREGON RD

OREGON RD

10'-0" 1'-0"

4'6'4'

VARIES (SEE NOTE 2)VARIES (SEE NOTE 2) 10'-0"

6'-0"

P.A.G.

D C

B

(MILL 1" MIN.)

FINE MILLING OF BITUMINOUS CONCRETE

J

M

E FAND/OR

I

K

1'-0"

O

A

EXISTING GROUND

OREGON RD

Q Q

SEE "DETAIL A" (TYP)

R

O

1'

1'

2'

DRIVEWAY (COMMERCIAL)

BITUMINOUS CONCRETE

VAR. 5'-0" 5'-0"

RESET FENCE (SEE ROADWAY PLAN)

RESET FENCE (SEE ROADWAY PLAN)

O

H

WEST APPROACH TO BRIDGE NO. 04184

OREGON ROAD

FROM BRIDGE TO STA. 13+00

EAST APPROACH TO BRIDGE NO. 04184

OREGON ROAD

STA. 13+00 TO STA. 13+98

OREGON ROAD

-2.0% -2.0% -2.0% 2.0% 12:1

MAX.

2:1-2.0%12:1

-8.0% -2.0% -2.0% -2.0% -2.0% 2.0% 12:1

MAX.

2:1

5.0% -2.0%

VARIES (SEE NOTE 2 & 3)VARIES (SEE NOTE 2)

P.A.G.

K

O

VARIES (6' TO 4') 4'-0" 10'-0"

M

A

B

C

D

O

J

E AND/OR F

I

(MILL 1" MIN.)

FINE MILLING OF BITUMINOUS CONCRETE

EXISTING GROUND

P.A.G.

J

A

B

C D

AND/OR F

I

KEXISTING GROUND

E

A

VARIES (SEE NOTE 2 & 3)VARIES (SEE NOTE 2 & 3)

VARIES 4' TO 0'

OREGON RD

OREGON RD

(MILL 1" MIN.)

FINE MILLING OF BITUMINOUS CONCRETE

MATCH EXISTING ROADWAY WIDTH AND GRADE AT STA. 16+57.70

R

R

10'-0"4'-0"

O M

FAND/ORE

STA. 17+50 TO STA. 17+60-2% TO EXISTING (-1% ±)

STA. 16+31 TO STA. 17+50-2% TO -2%

STA. 16+11 TO STA. 16+31EXISTING (1% ±) TO -2.0%

* SIDEWALK CROSS SLOPE TRANSITIONS:

A

B

C

D

VARIES 7' TO 0'

STA. 13+98 TO STA. 15+00

OREGON ROAD

STA. 15+00 TO STA. 17+65.76

OREGON ROAD

-2.0% VARIES VARIES 2.0% 2.0%

-2.0% -12:1-12:1

VARIES VARIES VARIES VARIES VARIES* -12:1

VARIES-12:1

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

TYP-01

CITY OF MERIDENOREGON ROAD OVER QUINNIPIAC RIVER

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_TYP.dgn FILE NAME: CVerge LASTED SAVED BY:

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TYPICAL SECTIONS

OREGON ROAD

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

1" = 10'

HORIZONTAL SCALE

10 20

THE FINAL RIDING COURSE FOR ALL ROADS SHALL BE APPLIED AS A UNIFORM 2" LIFT FROM GUTTER TO GUTTER.

RIVER ROAD (CT ROUTE 70): THE GREATER OF 6" OR MATCH EXISTING BITUMINOUS PAVEMENT DEPTH

OREGON ROAD: 4" MINIMUM.

PAVEMENT TO REMAIN PLUS NEW OVERLAYS, SHALL BE:

FINAL TOTAL BITUMINOUS PAVEMENT STRUCTURE WITHIN MILLED AREAS, CONSISTING OF EXISTING

BITUMINOUS CONCRETE OVERLAYS OR ANY COMBINATION THEREOF.

THE USE OF MILLING, VARIABLE MILLING, BITUMINOUS PAVEMENT WEDGING,

WITHIN MILL & OVERLAY AREAS, FINISH GRADE IS TO BE ESTABLISHED THROUGH4.

SEE CROSS SECTIONS FOR CROSS SLOPES.3.

SEE ROADWAY PLAN FOR DETAILS.2.

SEE INTERSECTION GRADING PLAN FOR DETAILS.1.

NOTES:

MATCH HORIZONTAL OFFSET OF EXISTING EDGE OF PAVEMENTR

METAL BEAM RAIL (R-B 350)Q

METAL BEAM RAIL (R-B MASH)P

4" THICK TOPSOIL AND TURF ESTABLISHMENT (LAWN)O

12" THICK - MODIFIED RIPRAP, ON 6" MIN. GRANULAR FILLN

" THICK - CONCRETE SIDEWALK (SEE CONCRETE SIDEWALK DETAIL)2

15 M

6" DEEP - PROCESSED AGGREGATEL

6" BITUMINOUS CONCRETE LIP CURBINGK

6" CONCRETE CURBINGJ

TACK COATI

6" - HMA S1.0 - TRAFFIC LEVEL 2 (PLACE IN TWO EQUAL LIFTS)H

1" - HMA S0.25 - TRAFFIC LEVEL 2 - LEVELING COURSEG

HMA S0.25 - TRAFFIC LEVEL 2 - WEDGE COURSEF

HMA S0.375 - TRAFFIC LEVEL 2 - WEDGE COURSEE

FORMATION OF SUBGRADED

14" - PROCESSED AGGREGATE BASEC

2" - HMA S0.5 - TRAFFIC LEVEL 2 (BASE LIFT)B

2" - HMA S0.5 - TRAFFIC LEVEL 2 (SURFACE LIFT)A

LEGEND

02.02

STA. 2+00 TO STA. 3+25

RIVER ROAD (CT. ROUTE 70)

STA. 3+25 TO STA. 5+15

RIVER ROAD (CT. ROUTE 70)

12'-0"

VARIES (4'± TO 10'-3")

12'-0"4'±

P.A.G.

4'-0"

N

EXISTING GROUND

P

(MILL 1" MIN.)

FINE MILLING OF BITUMINOUS CONCRETE

G

A

E AND/OR F WHERE REQUIRED

SEE CROSS SECTIONS FOR CROSS SLOPES

MATCH EXISTING ROADWAY WIDTH AND GRADE AT STA. 2+34

12'-0"12'-0"4'± VARIES

R

R

A

G

H

C

D

SEE CROSS SECTIONS FOR CROSS SLOPES

MATCH EXISTING ROADWAY WIDTH AND GRADE AT STA. 5+00

BITUMINOUS CONCRETE

FINE MILLING OF

(MILL 1" MIN.)

RIVER RD

RIVER RD

A

E

G

AND/OR F WHERE REQUIRED

(TYP)

SEE "DETAIL A"

P.A.G.

R

VARIES SEE RDWY AND XSC

EXISTING GROUND

I

I

L

L

1'

2'

1'

O

4'

4'

VARIES VARIES

VARIES VARIES

12:14:1

12:12:1 MAX.

DETAIL A

CONCRETE CURBING INSTALLATION DETAIL

VARIES VARIES

VARIES VARIES

12:14:1

6"

AND/OR WIDENING

FULL DEPTH RECONSTRUCTION

TYPICAL SECTIONS

PAVEMENT STRUCTURE PER

EXISTING BITUMINOUS PAVEMENT

APPROX. EXISTING SUBBASE TACK COAT

AND OVERLAID

AREA TO BE MILLED

FROM GUTTER TO GUTTER

CONTINUOUSLY

TOP COURSE TO BE APPLIED

PAVEMENT

CONCRETE

CUT BITUMINOUS

IS MAINTAINED

ENSURE COMPACTION OF EXISTING SUBBASE

PAVEMENT PER TYPICAL SECTIONS

AS PER TYPICAL SECTIONS

14" PROCESSED AGGREGATE BASE

6"6"

8"

6"

18"

ROADSIDE TREATMENT PER PLANS

BASE

PROCESSED AGGREGATE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

TYP-02

CITY OF MERIDENOREGON ROAD OVER QUINNIPIAC RIVER

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_TYP.dgn FILE NAME: CVerge LASTED SAVED BY:

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DESIGNER/DRAFTER: C. VERGE CHECKED BY: M. VAIL TYPICAL DETAILS

SECTIONS & ROADWAY

RIVER ROAD TYPICAL

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

NOT TO SCALE

NOT TO SCALE

1" = 10'

HORIZONTAL SCALE

10 20

THE FINAL RIDING COURSE FOR ALL ROADS SHALL BE APPLIED AS A UNIFORM 2" LIFT FROM GUTTER TO GUTTER.

RIVER ROAD (CT ROUTE 70): THE GREATER OF 6" OR MATCH EXISTING BITUMINOUS PAVEMENT DEPTH

OREGON ROAD: 4" MINIMUM.

PAVEMENT TO REMAIN PLUS NEW OVERLAYS, SHALL BE:

FINAL TOTAL BITUMINOUS PAVEMENT STRUCTURE WITHIN MILLED AREAS, CONSISTING OF EXISTING

BITUMINOUS CONCRETE OVERLAYS OR ANY COMBINATION THEREOF.

THE USE OF MILLING, VARIABLE MILLING, BITUMINOUS PAVEMENT WEDGING,

WITHIN MILL & OVERLAY AREAS, FINISH GRADE IS TO BE ESTABLISHED THROUGH4.

SEE CROSS SECTIONS FOR CROSS SLOPES.3.

SEE ROADWAY PLAN FOR DETAILS.2.

SEE INTERSECTION GRADING PLAN FOR DETAILS.1.

NOTES:

MATCH HORIZONTAL OFFSET OF EXISTING EDGE OF PAVEMENTR

METAL BEAM RAIL (R-B 350)Q

METAL BEAM RAIL (R-B MASH)P

4" THICK TOPSOIL AND TURF ESTABLISHMENT (LAWN)O

12" THICK - MODIFIED RIPRAP, ON 6" MIN. GRANULAR FILLN

" THICK - CONCRETE SIDEWALK (SEE CONCRETE SIDEWALK DETAIL)2

15 M

6" DEEP - PROCESSED AGGREGATEL

6" BITUMINOUS CONCRETE LIP CURBINGK

6" CONCRETE CURBINGJ

TACK COATI

6" - HMA S1.0 - TRAFFIC LEVEL 2 (PLACE IN TWO EQUAL LIFTS)H

1" - HMA S0.25 - TRAFFIC LEVEL 2 - LEVELING COURSEG

HMA S0.25 - TRAFFIC LEVEL 2 - WEDGE COURSEF

HMA S0.375 - TRAFFIC LEVEL 2 - WEDGE COURSEE

FORMATION OF SUBGRADED

14" - PROCESSED AGGREGATE BASEC

2" - HMA S0.5 - TRAFFIC LEVEL 2 (BASE LIFT)B

2" - HMA S0.5 - TRAFFIC LEVEL 2 (SURFACE LIFT)A

LEGEND

02.03

ON PAVEPAVE

ON

17+00

PED

APPROX. STREET LINE

BL

BL

BL

BL

13+00

91930

CL&P

GA

GA

FIELD LOCATED WETLANDS

CT, FEDERAL & OHW

RIM=94.9

SMH

91930

CL&P

16"

SW-1

OHW

S-1

OHW

S-2

OHW

FIELD LOCATED WETLANDS

CT, FEDERAL & OHW

ELEV. = 87.7'

TOP OF PIER BASE

ELEV. = 94.0'

BOTTOM OF GIRDER

RIM=95.1

SMH

RIM=94.9

SMH

BL

BL

BL

BL

BL

STO

P

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

C O

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IN

A T E G

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AD

C O

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IC

U T

AB

B

C O

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IN

A T

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IC

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-01

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: PBarbosa LASTED SAVED BY:

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DRIVEWAY RAMPS

MISCELLANEOUS DETAIL SHEET -

OREGON ROAD

OREGON ROAD

C O

O R

D

IN

A T

E G

R

N N

E C

T

IC

NOT TO SCALE

17+00

C O

O R

D

IN

A T

E G

R

N N

E C

T

IC

IV

E R R

O A

D

C T R

O U

T E

BITUMINOUS DRIVEWAY RAMP PLAN VIEW (RIVER ROAD)

2.0% 1.0% 8.0%

2.0% 2.0% 8.0%

SECTION A-A

SECTION B-B

5'5'

5'5'

DRIVEWAY COMMERCIAL

BITUMINOUS CONCRETE

DRIVEWAY COMMERCIAL

BITUMINOUS CONCRETE

EDGE OF ROAD

(WIDTH VARIES)

PROCESSED AGGREGATE BASE

(WIDTH VARIES)

PROCESSED AGGREGATE BASE

EDGE OF ROAD

EDGE OF ROAD

PARKING LOT

MATCH GRAVEL

PARKING LOT

MATCH GRAVEL

10'

SEE CTDOT STANDARD SHEET HW-924_01 FOR ADDITIONAL DETAILS.2.

ITEM NO. 0922500 - BITUMINOUS CONCRETE DRIVEWAY (COMMERCIAL) - S.Y.

BITUMINOUS CONCRETE DRIVEWAY RAMPS ARE TO BE PAID FOR UNDER 1.

NOTES

SECTION VIEW (RIVER ROAD)

BITUMINOUS DRIVEWAY RAMP

BITUMINOUS DRIVEWAY RAMP PLAN VIEW (OREGON ROAD) SECTION VIEW (OREGON ROAD)

BITUMINOUS DRIVEWAY RAMP

STA. 12+39.80, 24.583' LT

STA. 12+59.40, 34.583' LT

STA. 12+59.64, 42.00' LT

STA. 12+87.51, 44.07' LT

STA. 13+05.09, 46.80' LT

STA. 13+06.43, 38.21' LT

STA. 12+93.50, 36.03' LT

STA. 12+91.99, 27.72' LT

STA. 12+95.79, 23.66' LT

R=10' R=5.3'

5'

5'

2.0% 8.0%5.0%

EDGE OF ROAD

+05.79

EDGE OF ROAD PARKING LOT

MATCH EXISTING

5'5' VARIES

DRIVEWAY COMMERCIAL

BITUMINOUS CONCRETE

CONCRETE DRIVEWAY RAMP PLAN VIEW (OREGON ROAD) SECTION VIEW (OREGON ROAD)

CONCRETE DRIVEWAY RAMP

EDGE OF ROAD

DRIVEWAY

MATCH EXISTING

10'4' VARIES

5.21% 2.0%"2

8.0% MAX.

CONCRETE DRIVEWAY RAMP

CONCRETE (CLASS PCC03340)

BITUMINOUS CONCRETE DRIVEWAY (COMMERCIAL)

SEE NOTE 2

STA. 16+50.20, 20.00' RT

STA. 16+57.45, 33.93' RT

STA. 17+05.47, 18.64' RT

STA. 16+94.61, 33.05' RT

STA. 17+04.58, 50.70' RT

STA. 17+04.51, 48.66' RT

R=9.0' R=12.0'

10'

4'

STA. 4+68.16, 25.34' RT

STA. 4+64.08, 26.19' RT

STA. 4+94.53, 19.82' RT

10'

TYPICAL SECTIONS)

(SEE ROADWAY PLAN AND

RECONSTRUCTION

FULL DEPTH SHOULDER

(COMMERCIAL)

DRIVEWAY

BITUMINOUS CONCRETE

RAMP (SEE NOTE 1)

BITUMINOUS DRIVEWAY

10'

4'

STA. 16+73.70, 51.33' RTEDGE OF PAVEMENT

MATCH OFFSET OF EXISTING

STA. 16+39.06, 61.75' RT

STA. 16+31.88, 44.37' RT

CONCRETE DRIVEWAY RAMP

DRIVEWAY (COMMERCIAL)

BITUMINOUS CONCRETE

(SEE NOTE 1)

DRIVEWAY RAMP

BITUMINOUS

12" MODIFIED RIPRAP

6" GRANULAR FILL

DETAIL 1

(SEE PLAN GRA-01 FOR GRADING)

RIPRAP AREA (SEE DETAIL 1)

(SEE PLAN GRA-01 FOR GRADING)

EROSION CONTROL MATTING TYPE E

TURF ESTABLISHMENT - LAWN

FURNISH AND PLACE TOPSOIL

10+60.80, 47.5' LT

MATCH LIMITS OF CUT

MATCH ELEVATION 90.00'

REVETMENT DETAILS

SEE STRUCTURE PLANS FOR RIVER BANK

10+00

11+00

02.04

8.33% MAX.

7.1% TYP.

RAMP SLOPE

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

(TYPE 8)

WITH 48" BY-PASS

PERPENDICULAR RAMP

MAX.

10%

2.0% MAX.

1.5% TYP.

TURNING SPACE

48" MIN.

MAX.

10%

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

NON-WALKING SURFACE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

2.0% MAX.

1.5% TYP.

SPACE

TURNING

48" MIN.

48" MIN.

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

CURBING

CURBING

NON-WALKING SURFACE

MIN.

60"

SLOPED CURBING INCLUDED WITH RAMP

R=2' MIN.

(REVEAL SHALL NOT EXCEED 12")

SIDEWALK CURBING

(TYPE 10b)

CONSTRAINED ON TWO (2) OR MORE SIDES

WITH TURNING SPACE

PARALLEL RAMP

DETECTABLE

SURFACE (SEE NOTE 6)

WARNING

0" - 1/4" MAX.

LIP HEIGHT

(TYPE 14)

GREATER THAN 5'

GRADE BREAK TO THE BACK OF CURB

SINGLE DIRECTION PERPENDICULAR RAMP

8.33% MAX.

7.1% TYP.

RAMP SLOPE

2.0% MAX.

1.5% TYP.

TURNING SPACE

CURBING

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

48" MIN.

OF CURB THAT IS GREATER THAN 5'

GRADE BREAK TO THE BACK

GRADE BREAK

R=2' MIN. (TYP.)

DETECTABLE

SURFACE (SEE NOTE 6)

WARNING

0" - 1/4" MAX.

LIP HEIGHT

8.33% MAX.

7.1% TYP.

RAMP SLOPE

CURBING

CURBING

SURFACE

NON-WALKING

SURFACE

NON-WALKING

48" MIN. 48" MIN.

(TYPE 20)

WITH NON-WALKING SURFACE

RESTRICTED PEDESTRIAN CROSSING SIDEWALK RAMP

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

R=2' MIN. (TYP.)

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

2.0% MAX.

1.5% TYP.

TURNING SPACE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

CURBING

CURBING

SURFACE

NON-WALKING

SURFACE

NON-WALKING

48" MIN. 48" MIN.

(TYPE 20)

WITH NON-WALKING SURFACE

RESTRICTED PEDESTRIAN CROSSING SIDEWALK RAMP

WITH RAMP (TYP.)

SLOPED CURBING INCLUDED

R=2' MIN. (TYP.)

SURFACE (SEE NOTE 6)

DETECTABLE WARNING

0" - 1/4" MAX.

LIP HEIGHT

2.0% MAX.

1.5% TYP.

TURNING SPACE

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-02

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: CVerge LASTED SAVED BY:

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SIDEWALK RAMPS

MISCELLANEOUS DETAIL SHEET -

NOT TO SCALE

PEDESTRIAN ACCESS ROUTE.

9. CURB RAMPS SHALL BE CONSTRUCTED SO THAT WATER WILL NOT ACCUMLATE WITHIN THE

SEE ENGINEERING DIRECTIVE ED-2019-7.

8. CTDOT DESIGN STANDARD USE THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG)

WILL BE MADE TO COMPLY WITH PROWAG FINAL RULE ONCE OFFICIALLY THE LAW.

7. ALL GUIDESHEET VALUES COMPLY WITH PROWAG DRAFT 2013 GUIDELINES. UPDATED VALUES

TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

6. DETECTABLE WARNING SURFACES SHALL EXTEND 2 FEET MIN. IN THE DIRECTION OF PEDESTRIAN

OR HIGHWAYS.

STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND RAILROAD CROSSINGS ALONG STREETS

5. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ON SIDEWALK RAMPS AT PEDESTRIAN

REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

4. THE RUNNING SLOPE OF THE CURB RAMP SHALL BE 8.33 PERCENT MAXIMUM BUT SHALL NOT

EXPANSION OR CONTRACTION JOINT.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEAREST

INCH.4

2. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED

1. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP.

GENERAL NOTES:

02.05

8.33% MAX.

7.1% TYP.

RAMP SLOPE

2.0% MAX.

1.5% TYP.

TURNING SPACE

8.33% MAX.

7.1% TYP.

RAMP SLOPE

2.0% MAX.

1.5% TYP.

TURNING SPACE

48" MIN.

LIP HEIGHT 0" - 1/4" MAX. (TYP.)

48" MIN.

(TYPE 29)

WITH DETECTABLE WARNING SURFACE AND NON WALKING SURFACE

DRIVEWAY CROSSING SIGNALIZED, STOP CONTROLLED OR YIELD

SURFACE (SEE NOTES 6 AND 7)

DETECTABLE WARNING

SURFACE (SEE NOTES 6 AND 7)

DETECTABLE WARNING

NON-WALKING SURFACE

CURBING

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-03

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: PBarbosa LASTED SAVED BY:

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SIDEWALK RAMPS

MISCELLANEOUS DETAIL SHEET -

NOT TO SCALE

PEDESTRIAN ACCESS ROUTE.

9. CURB RAMPS SHALL BE CONSTRUCTED SO THAT WATER WILL NOT ACCUMLATE WITHIN THE

SEE ENGINEERING DIRECTIVE ED-2019-7.

8. CTDOT DESIGN STANDARD USE THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG)

WILL BE MADE TO COMPLY WITH PROWAG FINAL RULE ONCE OFFICIALLY THE LAW.

7. ALL GUIDESHEET VALUES COMPLY WITH PROWAG DRAFT 2013 GUIDELINES. UPDATED VALUES

TRAVEL AND SPAN THE ENTIRE RAMP OPENING.

6. DETECTABLE WARNING SURFACES SHALL EXTEND 2 FEET MIN. IN THE DIRECTION OF PEDESTRIAN

OR HIGHWAYS.

STREET CROSSINGS, PEDESTRIAN REFUGE ISLANDS AND RAILROAD CROSSINGS ALONG STREETS

5. DETECTABLE WARNING SURFACES SHALL BE INSTALLED ON SIDEWALK RAMPS AT PEDESTRIAN

REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET.

4. THE RUNNING SLOPE OF THE CURB RAMP SHALL BE 8.33 PERCENT MAXIMUM BUT SHALL NOT

EXPANSION OR CONTRACTION JOINT.

3. REMOVAL OF EXISTING SIDEWALK FOR NEW RAMP INSTALLATIONS SHALL BE TO THE NEAREST

INCH.4

2. VERTICAL SURFACE DISCONTINUITIES AT JOINTS SHALL NOT EXCEED

1. SIDEWALK RAMPS SHALL HAVE A COARSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE RAMP.

GENERAL NOTES:

02.06

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-04

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: CVerge LASTED SAVED BY:

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OUTLET PROTECTION

MISCELLANEOUS DETAIL SHEET -

NOT TO SCALE

AAAA

B

B

A

NOT TO SCALE

CONCRETE ENDWALL

OUTLET PROTECTION PLAN VIEW (TYPE B RIPRAP APRON)

CONCRETE ENDWALL

GEOTEXTILE SEPARATION

SECTION VIEW

OUTLET PROTECTION

C L

0%

12'-2"

6' 24"

15'-4"

15'-4"

12"

24"

MODIFIED RIPRAP

MODIFIED RIPRAP

5'

2% MAX.8.33% MAX. 8.33% MAX.

.3

M A

X

.3

M A

X

6" EXIST CURB

SIDEWALK RAMP

TEMPORARY BITUMINOUS CONCRETE

PLAN VIEW

TEMPORARY BITUMINOUS CONCRETE SIDEWALK RAMP

SECTION B-B VIEW

TEMPORARY BITUMINOUS CONCRETE SIDEWALK RAMP

8.33% MAX. 8.33% MAX.

6" CURB

5'

SECTION A-A VIEW

TEMPORARY BITUMINOUS CONCRETE SIDEWALK RAMP

6" EXISTING CURB

ROADWAY SHOULDER

8.33% MAX.

.3

M A

X

6" GRANULAR FILL

02.07

DELINEATOR SPACING NOTES: LEGEND:

X

TYPICAL MAINLINE & INTERCHANGE DELINEATION

3"

1"

10"

SECTION A-A

FACE OF CURB

RAMP PAVEMENT

A

A

B

B

SECTION B-B

DELINEATOR PLACEMENT ON MAINLINE

SHOULDER MAINLINE PAVEMENT SHOULDER

XXXX X

2"

DIRECTION OF TRAFFIC

4" 4"

DELINEATORS DE-1, DE-2, DE-3

DE-1 DE-2 DE-3

DE-4ADE-4

4"

DE-5

COLOR APPLICATION, FOR DE-1 THRU DE-5

50 20

1,000

DELINEATORS DE-1, DE-2, DE-3 TO BE PAID FOR UNDER SECTION 12.05 DELINEATORS.

TYPICAL METAL DELINEATOR POST

DELINEATORS TYPE DE-4, DE-4A, AND DE-5 TO BE PAID FOR UNDER SECTION 12.05 DELINEATORS.

6"

3"

3"

PAVEMENT

INSTALLATION ON

PERMANENT CONCRETE BARRIER,

INSTALLATION ON DELINEATOR POSTS

SHEETING

RETROREFLECTIVE

TYPE XI

INSTRUCTIONS

PER MANUFACTURER'S

ATTACH TO CONCRETE

DE-2, OR DE-3

DELINEATOR DE-1,

WASHER AND LOCKWASHER NUT (TYP.)

GRADE 8 (TYPE 304) OR BETTER

USE STAINLESS STEEL ASTM A-194

STEEL WASHER AND LOCKWASHER NUT (TYP.)

BACK TO BACK INSTALLATION, USE STAINLESS

ON TANGENT AND CURVE - BOTH SIDES OF OFF-RAMP

ON CURVED SECTIONS - BOTH SIDES OF CURVE

ON TANGENT SECTIONS - RIGHT SIDE OF RAMP

DELINEATOR PLACEMENT ON RAMPS

(REFERENCE LOCATION/MILE POST SIGNS)

SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER.

D10-1, 2, 3, OR 4 ASSEMBLY TO BE INSTALLED WHERE

DE-3 DELINEATORS OR DE-4A DELINEATOR ASSEMBLY (BI-COLOR: WHITE & RED)

DE-3 DELINEATORS OR DE-4A DELINEATOR ASSEMBLY (BI-COLOR: YELLOW & RED)

DE-3 DELINEATOR OR DE-4A DELINEATOR ASSEMBLY (YELLOW & YELLOW)

DE-2 DELINEATORS OR DE-5 DELINEATOR ASSEMBLY (WHITE)

DE-1 DELINEATORS OR DE-4 DELINEATOR ASSEMBLY

POSTS FOR WRONG WAY DRIVER APPLICATIONS.

2. SINGLE RED DELINEATORS ARE MOUNTED ON THE BACK SIDE OF DELINEATOR

ARE PLACED.

THE SIDE OF THE ROAD WHERE THE DELINEATORS OR BARRIER DELINEATORS

COLOR SHALL CONFORM TO THE COLOR OF THE PAVEMENT EDGE LINE ON

1. UNLESS INDICATED OTHERWISE, THE DELINEATOR OR BARRIER DELINEATOR

(feet)

ON CURVE

SPACING (S)

APPROXIMATE

(feet)

OF CURVE

RADIUS (R)

FOR INSTALLATION ON METAL BRIDGE RAIL

DELINEATORS DE-4, DE-4A, DE-5

4" (TYP.)

3/8" DIA. HOLE

IN CENTER (TYP.)

3/4" R (TYP.)

4' MIN.

4'-6" MAX.

16 SQ. IN. MIN.

SHEETING

RETROREFLECTIVE

HEX HEAD BOLT, LENGTH AS REQ'D (TYP.)

CLASS 1 GRADE B8 (TYPE 304) OR BETTER

5/16" STAINLESS STEEL ASTM A-193,

1"

2" 2"

1" R (TYP.)

1"

2" 2"

3/8" DIA. HOLE (TYP.)

4 SQ. IN. (TYP.)

3/4" R (TYP.)

3/4" (TYP.)

1½" (TYP.)

SELF TAPPING SCREWS

2-3/8" x 5/8" STAINLESS STEEL HEX HEAD

IN CENTER (TYP.)

3/8" DIA. HOLE

FOR DELINEATORS ON HORIZONTAL CURVES

MUTCD TABLE - APPROXIMATE SPACING

COMPUTED FROM THE FORMULA: S=3 R-50.

S REFERS TO THE DELINEATOR SPACING FOR SPECIFIC RADII

2S, THE SECOND IS 3S, AND THE THIRD 6S BUT NOT TO EXCEED 300 FEET.

FROM THE END OF THE CURVE, THE SPACING OF THE FIRST DELINEATOR IS

300 FEET. IN ADVANCE OF OR BEYOND A CURVE, AND PROCEEDING AWAY

SHOULD BE 20 FEET. THE SPACING ON CURVES SHOULD NOT EXCEED

SPECIFIC RADII MAY BE INTERPOLATED FROM TABLE. THE MINIMUM SPACING

DISTANCE IN FEET WERE ROUNDED TO THE NEAREST 5 FEET. SPACING FOR

FIBER INSERT SELF LOCKING NUT, ON STANDARD METAL DELINEATOR POST.

GRADE B8 (TYPE 304) OR BETTER HEX HEAD BOLT (LENGTH AS REQUIRED), WASHER AND

DELINEATORS SHALL BE FASTENED WITH 5/16" STAINLESS STEEL ASTM A-193 CLASS 1,

TYPE XI RETROREFLECTIVE SHEETING.

FACE SHALL BE PRESSURE SENSITIVE, SELF ADHERING,

DELINEATORS - .0625" THK. ALUMINUM ALLOY.

COLORS: - YELLOW, WHITE OR RED.

USE STAINLESS STEEL WASHERS ON FACE OF DELINEATORS, 5/8" O.D. X 3/8" I.D. X .032" THK. (TYP.)

FACE SHALL BE PRESSURE SENSITIVE, SELF ADHERING, TYPE XI RETROREFLECTIVE SHEETING.

BRACKET - .125" THK. ALUMINUM ALLOY, AND SHALL CONFORM TO SPECIFICATION M.18.07-03 BRIDGE RAIL MOUNTING BRACKETS.

DELINEATORS - .0625" THK. ALUMINUM ALLOY.

COLORS: - YELLOW, WHITE OR RED.

(L) (C) (R)

VARIABLE

DIRECTION OF TRAVEL

FOR UNDER SECTION 18.0 IMPACT ATTENUATOR

ATTENUATOR REFLECTOR TO BE PAID

1½" R (TYP.)

45°TYP.

BLACK OPAQUE (TYP.)

3" TYP.

3¼" TYP.

VARIABLE

SIGN #40-4266

ATTENUATOR REFLECTORS

RETAINING WALLS

BRIDGE PARAPETS AND

ON THE SIZE OF THE NOSE OF THE IMPACT ATTENUATOR.

THE HEIGHT AND WIDTH OF THE SHEETING VARIES DEPENDING

EACH SIDE OF THE NOSE.

EXTEND 1" BEYOND THE POINT OF CURVATURE ON

ON A CURVED NOSE, THE WIDTH OF THE SHEETING SHALL

THE IMPACT ATTENUATOR.

THE SHEETING SHALL COVER THE NOSE OF

ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

THE NOSE OF THE IMPACT ATTENUATOR WITH ADHESIVE IN

THIS SHEETING WITHOUT A SUBSTRATE TO BE INSTALLED ON

WHEN GUIDE RAIL IS 8' OR LESS FROM THE EDGE OF THE ROAD.

DELINEATORS TO BE PLACED IN LINE WITH GUIDE RAIL POSTS

ONE OFFSET SHALL BE USED THROUGHOUT PROJECT.

2' TYP. TO 8' MAX. AS DIRECTED BY ENGINEER.

IN THE CORRESPONDING SPECIFICATIONS AND DETAILS.

7) GUIDE RAIL AND BARRIER DELINEATOR SPACING SHALL BE AS SPECIFIED

50' THROUGHOUT.

6) ON OFF-RAMP TANGENT SECTIONS, DELINEATOR SPACING SHALL BE

ACCORDANCE WITH THE MUTCD TABLE, BUT NOT TO EXCEED 100'.

5) ON CURVED PORTIONS OF RAMPS, DELINEATOR SPACING SHALL BE IN

SECTIONS, DELINEATOR SPACING SHALL BE 100'.

4) ON ACCELERATION AND DECELERATION LANES AND ON-RAMP TANGENT

SPECIFIED IN THE MUTCD TABLE.

3) SPACING ON MAINLINE EXPRESSWAY CURVES SHALL BE AS

2) SPACING ON MAINLINE EXPRESSWAY TANGENTS SHALL BE 400'.

DELINEATORS SHALL BE MOUNTED WITHIN THE MEDIAN BEAM RAIL.

12' OR LESS, AND MEDIAN BEAM RAIL IS PRESENT, TYPE DE-3

1) AT LOCATIONS WHERE THE MEDIAN WIDTH (BETWEEN SHOULDERS) IS

FROM THE EDGE OF THE ROAD.

POSTS WHEN GUIDE RAIL IS 8' OR LESSGUIDE RAIL

DELINEATORS TO BE PLACED IN LINE WITH

ONE OFFSET SHALL BE USED THROUGHOUT PROJECT.

2' TYP. TO 8' MAX. AS DIRECTED BY ENGINEER.

STRIPE (ANGLE DOWNWARD TOWARD ADJACENT PAVEMENT) (TYP.)

YELLOW TYPE IV OR TYPE IX RETROREFLECTIVE

6" MAX.

(YELLOW/RED)

DE-3 OR DE-4A

(WHITE)

DE-2 OR DE-5

(WHITE)

DE-1 OR DE-4

(WHITE/RED)

DE-3 OR DE-4A

OR 2 DE-1 OR 2 DE-4 (YELLOW)

DE-3 OR DE-4A (YELLOW/YELLOW)

REQUIREMENT.

MAXIMUM SPACING

DOES NOT MEET

SINGLE DELINEATOR

BARRIERS IF A

BE MOUNTED ON

DELINEATORS SHALL

TWO SEPARATE

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6" MAX.

(YELLOW)

DE-1 OR DE-4

(WHITE)

DE-1 OR DE-4

(YELLOW)

DE-1 OR DE-4

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-05

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: CVerge LASTED SAVED BY:

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DELINEATION, DELINEATORS AND

MISCELLANEOUS DETAIL SHEET -

NOT TO SCALE

02.08

9'

3'

2'

4'

30'10'

4'

2'

PAVEMENT ARROW

WHITE WRONG WAY

20°

E D

E

F

P

A V

E M

E N

T

18'

'-5

WHITE PREFERENTIAL

LANE SYMBOL REDUCTION ARROW

WHITE LANE

13.0 S.F. 41.8 S.F. 36.2 S.F.

DIRECTION OF TRAVEL

1'-0" 2'-0"

3'-0"

EDGE OF ROADWAY

VARIES

12.5 S.F.

27.0 S.F.

REFER TO ADJACENT VIEWS FOR DIMENSIONING

PAVEMENT ARROW DETAILS

(WHITE)

ARROWS SHALL BE CENTERED IN TRAVEL LANE

ARROW

DOUBLE LEFT

35 S.F.

COMBO

3 WAY ARROW

38.5 S.F.

ARROW COMBO

LEFT & RIGHT

27.0 S.F.

2'

6'

11'-0" (TYP.)

(WHITE)

YIELD LINE DETAIL

4" DOUBLE YELLOW CENTERLINE

6" WHITE EDGE LINE

BROKEN LANE LINE (BLL)

DOTTED LANE LINE (DLL)

DOTTED EXTENSION LINE (DEL)

DOUBLE YELLOW DOTTED EXTENSION LINE (DYDEL)

SOLID YELLOW AND BROKEN LINE (SYBL)

DOUBLE YELLOW CENTERLINE (DYCL)

DOTTED BICYCLE EXTENSION LINE (D-BIKE-EL)

YELLOW CENTERLINE

EDGE OF DOUBLE

BEGIN LAYOUT AT

CHANNELIZING LINE (CL)

BICYCLE LANE LINE (BIKE-LL)

EDGE LINE (EL)

LANE LINE (LL)

W

45̂

DIRECTION OF TRAVEL

DIRECTION OF TRAVEL

CENTERLINE

4" DOUBLE YELLOW

10'

(YELLOW)

CROSS HATCHED ISLAND DETAIL

10'

30'

TAPER TAPER

LANE SHIFT LANE ADD

MAY BE REDUCED AS NEEDED BASED ON LANE WIDTH.

3. WIDTH OF COMBINATION PAVEMENT MARKING ARROWS

MARKING ARROWS.

MIRROR IMAGE OF LEFT TURN PAVEMENT

2. RIGHT TURN PAVEMENT MARKING ARROWS ARE

IS APPROXIMATE.

1. AREA OF PAVEMENT MARKINGS AS INDICATED

NOTES :

CROSS HATCHED ISLANDS ARE OPTIONAL AND ARE TO BE INSTALLED ONLY WHERE CALLED FOR ON THE PLANS

W IS TO BE 12" WHEN POSTED SPEED > 45 MPH

W IS TO BE 8" WHEN POSTED SPEED < 45 MPH

(WHITE)

8' MIN

12" 16" 24"

CROSSWALK DETAIL

DIRECTION OF TRAVELOF ROADWAY

YELLOW CENTERLINE

EXTENSION OF DOUBLE

BEGIN LAYOUT AT

LC

BUFFER DETAIL

VEHICLE TRAVEL LANE

30'

6" WHITE EDGE LINE 2' MIN

8" WHITE DIAGONAL MARKING

5' MIN

EDGE OF ROAD

1'-8" 1'-8"

3'-4"

" 40°

6'-0" 6'-0" 6'-0"

6'-0"

8"

8" 8"

8"

36"

36"

TYPICAL LONGITUDINAL SPACING

BICYCLE LANE SYMBOL MARKINGS

4.7 S.F.

9.7 S.F.

SYMBOL MARKING

SHARED LANE

3'-4"

9.7 S.F.

OF STALL

ACROSS WIDTH

CENTER SYMBOL

3'-0"

4"

4" typ

2.8 S.F.

ACCESSIBLE PARKING SPACE SYMBOL

SHOULDER/BICYCLE LANE

ALL BICYCLE SYMBOL PAVEMENT MARKINGS TO BE WHITE.

5'-0"

8'-0"

8'-0"

5'-0"

R=3'-4"

R=2'-3"

R=2'-3"

R=3'-4"

1'-0"

3'-0"

4'-0"

5'-0"

6'-4"

R=2'- 3"R

3'-2"

1'-1"

1'-0"

5'-0"

4'-6"

7'-5"

5'-3"

7'-9"

5'-0"

15.5 S.F.

3'-0"

5'-0"

11'-8"

3'-0"

5'-3"

5'-0"

7'-9"

11'-8"

9'-9"

8"

30"

8"

16'-6"

23'-6"

30"3'-0"

6'-6"

6'-6"

6"

13'-0"

3.

3.

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-06

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: CVerge LASTED SAVED BY:

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PAVEMENT MARKING

MISCELLANEOUS DETAIL SHEET -

NOT TO SCALE

02.09

P

IV

A

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IV

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IN

G

R O

A D

VARIES

CL

OF ROADWAY

11' 4"

11'

PAVEMENT MARKINGS FOR

CENTERLINES AND SHOULDER LINES

VARIES

4" DOUBLE YELLOW CENTERLINE

EDGE OF ROAD

EDGE OF ROAD

10' OR AS

OTHERWISE DIRECTED

6" WHITE EDGE LINE

NOTES:

STOP BARS AND YIELD LINES

1. STOP BARS AND YIELD LINES SHALL BE WHITE.

2. STOP BARS SHALL BE 12" MIN. UNLESS OTHERWISE NOTED ON PLANS.

7. FOR YIELD LINE INSTALLATIONS, ONLY FULL TRIANGLES ARE TO BE INSTALLED.

CROSSWALKS

AT LOCATIONS WHERE THE CROSSWALK IS SKEWED, BARS TO BE PARALLEL TO

24" WIDE SPACE TO BE CENTERED ON YELLOW CENTERLINE.

CROSSWALK AND SHOULD BE PLACED 90°TO THE CENTERLINE OF THE ROADWAY.

3. STOP BARS TO BE PLACED A MINIMUM OF 4' IN ADVANCE OF THE NEAREST EDGE OF

5. THE STOP SIGN SHOULD BE PLACED IN LINE WITH THE STOP BAR. HOWEVER, IF THE

THE STOP BAR SHOULD BE PLACED AT THE STOPPING POINT.

STOP SIGN CANNOT BE LOCATED EXACTLY WHERE VEHICLES ARE EXPECTED TO STOP,

THE YIELD LINE SHOULD BE PLACED AT THE YIELDING POINT.

YIELD SIGN CANNOT BE LOCATED EXACTLY WHERE VEHICLES ARE EXPECTED TO YIELD,

ON THE ANGLE OF SKEW.

ENDS OF BARS TO BE PARALLEL. THE LENGTH OF THE BARS WILL VARY DEPENDING

12" WIDE WHITE TRANSVERSE LINE ALONG EACH EDGE.

6. FOR STOP BARS AT RAMPS SEE DETAILS "R", "S", "T", & "U" AND NOTES ON TRAFFIC

12. BARS SHOULD BE NO CLOSER THAN 1' FROM EDGE OF ROAD.

10. CROSSWALK MARKINGS SHALL BE WHITE.

13. ONLY FULL LENGTH BARS ARE TO BE INSTALLED.

14. DECORATIVE CROSSWALKS SHALL BE BANDED FROM CURB TO CURB WITH A MINIMUM

STANDARD SHEET TR-1210 07 "PAVEMENT MARKINGS FOR DIVIDED HIGHWAYS EXIT RAMPS".

9. THE YIELD SIGN SHOULD BE PLACED IN LINE WITH A YIELD LINE. HOWEVER, IF THE

4. IN THE ABSENCE OF A MARKED CROSSWALK THE STOP BAR SHOULD BE PLACED 90°

THE CENTERLINE OF THE ROADWAY, AT THE DESIRED STOPPING POINT AT LEAST 5' AND

NO MORE THAN 30' FROM THE NEAREST EDGE OF THE INTERSECTING ROADWAY.

YIELD LINES SHALL ONLY BE INSTALLED ON UNCONTROLLED MULTI-LANE APPROACHES TO

CROSSWALKS AND SHOULD BE LOCATED 20 TO 50 FEET IN ADVANCE OF THE NEAREST

CROSSWALK LINE OR AS DIRECTED BY THE ENGINEER.

WHERE A YIELD LINE EXISTS ON AN APPROACH TO A CROSSWALK, THE "YIELD TO

PEDESTRIANS" SIGN IS REQUIRED.

5'

SEE BUFFER DETAIL

25' TAPER

6'

OF ROADWAY

TRAVEL LANE

CENTER OF

LC

OF TRAVEL

DIRECTION

12 INCHES

MARKINGS

12-INCH WHITE

(WHITE)

OR SPEED HUMPS WITH CROSSWALKS

PAVEMENT MARKINGS FOR SPEED TABLES

6' TYPICAL

6' TYPICAL

100'

2'8'10'12'14'16'18'20'

1' 2' 3' 4' 5' 6' 7' 8'

SPEED TABLE

SPEED HUMP OR

LEADING EDGE OF

PAVEMENT MARKINGS

12-INCH WHITE

TRAVEL LANE

CENTER LINE OF

(WHITE)

DIRECTION OF TRAVEL

ADVANCE WARNING MARKINGS DETAIL

SPEED HUMP OR SPEED TABLE

50' MIN

4" DOUBLE YELLOW CENTERLINE

6'

AREA

SPEED TABLE

CROSSWALK OR

4" WHITE BROKEN LANE LINE

4" WHITE BROKEN LANE LINE

SPEED HUMP OR SPEED TABLE ADVANCE WARNING MARKINGS ARE OPTIONAL

25' TAPER

2' TYP.

SEE BUFFER DETAIL EDGE OF ROAD

4" DOUBLE YELLOW CENTERLINE

EDGE OF ROAD

6" WHITE EDGE LINE

SEE BUFFER DETAIL EDGE OF ROAD

EDGE OF ROAD

6" WHITE EDGE LINE

4" DOUBLE YELLOW CENTERLINE

TURNING EXTENSIONS

LINE (2' LINES AT 4' SPACE - OPTIONAL)

4" SINGLE YELLOW DOTTED EXTENSION

LINE (2' LINES AT 4' SPACES - OPTIONAL)

4" YELLOW DOTTED EXTENSION

LINE (2' LINES AT 4' SPACES - OPTIONAL)

4" WHITE DOTTED EXTENSION

2'

RAISED MEDIAN

2' TYP.

CROSSWALKS

8' MIN. LENGTH

16" WIDE BAR

24" WIDE SPACE

20' MIN

50' MAX

8' MIN. 50' 30'

TYP.

10' TYP.

4' MIN.

8' MIN.

4' MIN.

C C

C

L

L

L

2' TYP.

2' TYP.

4' MIN.

PAVEMENT MARKINGS FOR

STOP BARS, YIELD LINES, AND CROSSWALKS

SIGN # 31-0512 REQUIRED

24" WIDE SPACE

16" WIDE BAR

8' MIN. LENGTH

CROSSWALKS

4" WHITE LANE LINE

4" DOUBLE YELLOW CENTERLINE

4" WHITE BROKEN LANE LINE

10' MIN.

6" WHITE EDGE LINE

4" WHITE SOLID LANE LINE

SIGN # 31-0512 (TYP.)

50'

APPROACHES TO CROSSWALKS

4" WHITE LANE LINE ON MULTI-LANE

4" WHITE BROKEN LANE LINE

50'

6" WHITE EDGE LINE

6" WHITE EDGE LINE

6" WHITE EDGE LINE

6" WHITE EDGE LINE

CROSSWALK

8' MIN. LENGTH

16" WIDE BAR

24" WIDE SPACE

2' TYP.

P R

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GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-07

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: CVerge LASTED SAVED BY:

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PAVEMENT MARKINGS NON-FREEWAYS,

MISCELLANEOUS DETAIL SHEET -

NOT TO SCALE

02.10

D/2

D/4

30' TYP.

(1 MILE OR LESS)

PAVEMENT MARKINGS FOR TURNING LANES

AND ROAD LANE-DROP

TWO-WAY LEFT-TURN MARKINGS APPLICATIONS

LANE REDUCTION TRANSITIONS

10' TYP.

160' MAX

OF FULL WIDTH TURNING LANE

OF FIRST ARROW TO END

SPACED EVENLY FROM BACK P

R

IV

A

T E

D R

IV

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W A

Y

4" DOUBLE YELLOW CENTERLINE

DISTANCE BETWEEN LANE REDUCTION

SIGN AND START OF TAPER (D) SIGN PLACEMENT

BASED ON MUTCD

(TABLE 2C-4)

EDGE OF ROADWAY

4" SOLID YELLOW AND BROKEN LANE LINE

LANE REDUCTION ARROWS SHALL BE INSTALLED

FOR POSTED SPEEDS OF 45 MPH AND GREATER

(OPTIONAL FOR POSTED SPEEDS LESS THAN 45 MPH)

6" WHITE EDGE LINE

6" WHITE EDGE LINE

MAJOR

INTERSECTING

ROAD

MINOR

INTERSECTING

ROAD

4" WHITE BROKEN LANE LINE

4" WHITE LANE LINE4" WHITE LANE LINE

8" WHITE LANE LINE

4" WHITE LANE LINE

4" WHITE BROKEN LANE LINE50' TYP.

4" WHITE LANE LINE

4" WHITE BROKEN LANE LINE

200' TYP. (3' LINES AT 9' SPACES)

8" WHITE DOTTED LANE LINE

ENGINEER OR AS SHOWN ELSEWHERE IN PLANS)

AT 4' SPACES - OPTIONAL AS DIRECTED BY

4" WHITE DOTTED EXTENSION LINE (2' LINES

ENGINEER OR AS SHOWN ELSEWHERE IN PLANS)

AT 4' SPACES - OPTIONAL AS DIRECTED BY

4" WHITE DOTTED EXTENSION LINE (2' LINES

LINE (2' LINES AT 4' SPACES)

4" WHITE DOTTED EXTENSION 4" WHITE BROKEN LANE LINE

4" WHITE BROKEN LANE LINE4" WHITE BROKEN LANE LINE

R

E C

O M

M E

N D

D

M

I N

VARIESVARIES 8'200' TYP.

12" TYP.

TAPER LENGTH

PER MUTCD

SECTION 3B.12

WHERE A THROUGH LANE BECOMES A PARKING LANE.

ON LOW-SPEED URBAN ROADWAYS WHERE CURBS CLEARLY DEFINE THE ROADWAY EDGE, OR

GREATER, AND AT 50' FOR POSTED SPEEDS 40 MPH AND LESS. DELINEATORS MAY BE OMITTED

DE-2 OR DE-5 DELINEATORS (WHITE) SPACED AT 100' FOR POSTED SPEEDS OF 45 MPH AND

(2' LINES AT 4' SPACES)

4" WHITE DOTTED EXTENSION LINE

(2' LINE AT 4' SPACES)

4" WHITE DOTTED EXTENSION LINE

PAVEMENT MARKINGS FOR TURNING LANES

THAN 150 FEET.

16 INSTALL AT LEAST TWO ARROWS PER LANE WHERE STORAGE LENGTH IS GREATER

4" WHITE LANE LINE

P R

IV

A

T E

D R

IV

E

VARIES

CL

OF ROADWAY

11' 4"

11' 30'

PAVEMENT MARKINGS

FOR PASSING ZONES

4" YELLOW BROKEN LANE LINE

VARIES

4" DOUBLE YELLOW CENTERLINE

4" DOUBLE YELLOW CENTERLINE

EDGE OF ROAD

EDGE OF ROAD

6" WHITE EDGE LINE

4" SOLID YELLOW AND BROKEN LINE

4" SOLID YELLOW AND BROKEN LINE

10' 30'10'

30'10'

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-08

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: CVerge LASTED SAVED BY:

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DESIGNER/DRAFTER: C. VERGE CHECKED BY: M. VAIL NON-FREEWAYS

PAVEMENT MARKINGS FOR

MISCELLANEOUS DETAIL SHEET -

NOT TO SCALE

02.11

R4-R11 - SERIES

COPY & BORDER - BLACK

BACKGROUND - WHITE

5.0

12.0

20.0 48X60

36X48

24X30 31-1517

31-1518

31-1519 2

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

R4-9R11-2

COPY & BORDER - BLACK

BACKGROUND - WHITE

W9-3aW9-3a

6.25

9.0

16.0 48

30 80-9962

80-9963

80-9964 2

SIZE CONN.

D.O.T. #

POSTS

W12-1

W4-1

M4-9a

E5 - SERIES G20 - SERIES

G20-2a

BACKGROUND - BLUE

COPY & BORDER - WHITE

VARIABLE ARROW

M4 - SERIES

M4-8

M4-10

(R)

(L)

M4-8a

VARIABLE ARROW

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-2

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-3a

COPY & BORDER - BLACK

BACKGROUND - WHITE

R11-3b

COPY & BORDER - BLACK

BACKGROUND - WHITE

VARIABLE ARROW VARIABLE ARROW

9.0

9.0

16.0

16.0 48

1(L)

(R)

(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9432

80-9431

80-9452

80-9451

W1 - SERIES

W1-4

(R)(L)

W1-6

(L or R)

W1-8

(R)(L)

(R)(L)

ARROW & BORDER - BLACK

OCTAGON - RED W/ WHITE BORDER

BOTTOM CIRCLE - GREEN

W3-3

ARROW & BORDER - BLACK

TRIANGLE - RED W/ WHITE BORDER

COPY & BORDER - BLACK

TOP CIRCLE - RED

MIDDLE CIRCLE - YELLOW

W4-2

(L) (R)

W3 - SERIES W4-W6 - SERIES

W6-3

W8-W12 - SERIES W13 - SERIES

W13-1P

4.5

8.0 48X24

36X18 80-9611

80-9612 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9711

80-9712 2

SIZE CONN.

D.O.T. #

POSTS

7.0 72X14

80-9720 2

SIZE CONN.

9.0 36

50-5934 2

SIZE CONN.

2.0 24X12

80-9707 1

SIZE CONN.

3.0 24X18

80-9708 1

SIZE CONN.

D.O.T. #

POSTS

6.0

6.0 48X18

48X18

2(R)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9701

80-9702

5.0 30X24

80-9710 1

SIZE CONN.

10.0 48X30

80-9080 2

SIZE CONN.

12.5 60X30

80-9077 2

SIZE CONN.

12.5 60X30

80-9081 2

SIZE CONN.

3.0 24X18

80-9074 1

SIZE CONN.

2.0 24X12

80-9075 1

SIZE CONN.

3.75 30X18

80-9076 1

SIZE CONN.

D.O.T. #

POSTS

8.0

12.5 60X30

48X24 80-9424

80-9423 2

SIZE CONN.

D.O.T. #

POSTS

3.0

5.0

7.5 30X36

24X30

18X24 80-9401

80-9403

80-9404 1

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9050

80-9051 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9054

80-9055 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9052

80-9053 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9947

80-9945 2

SIZE CONN.

D.O.T. #

POSTS

4.0

6.25 30

24 80-9569

80-9567 1

SIZE CONN.

D.O.T. #

POSTS

W20 - SERIES

W20-1

6.25

9.0

16.0 48

30 80-9602

80-9603

80-9604 2

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9614

80-9615 2

SIZE CONN.

D.O.T. #

POSTS

W20-1

9.0

16.0 48

36 80-9805

80-9806 2

SIZE CONN.

D.O.T. #

POSTS

W20-2

9.0

16.0 48

36 80-9834

80-9835 2

SIZE CONN.

D.O.T. #

16 - SERIES

80-1619 2

16-S

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0 48

48 80-9836

80-9839 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0 48

48 80-9847

80-9848 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

(L) (R)

16.0

16.0 48

48 80-9837

80-9838 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

9.0

16.0 48

36 80-9803

80-9804 2

SIZE CONN.

D.O.T. #

POSTS

W20-7a

2.0

3.75 30X18

24X12 80-9870

80-9871

SIZE CONN.

9.0 36

80-9607 1

SIZE CONN.

D.O.T. #

POSTS

W21-6

9.0

16.0 48

36 80-9620

80-9625 2

SIZE CONN.

D.O.T. #

W22-1

10.5 42X36

80-9623 2

SIZE CONN.

D.O.T. #

W22-2

10.5 42X36

80-9621 2

SIZE CONN.

D.O.T. #

POSTS

W22-3

2.25 18 80-9950

SIZE CONN.

D.O.T. #

POSTS

STOP-SLOW PADDLE

SIDE A SIDE B

BACKGROUND - RED

COPY & BORDER - BLACK PLAIN

SIDE A

SIDE B

BACKGROUND - ORANGE

VARIABLE MILEAGE

VARIABLE MILEAGE

VARIABLE SPEED

9.0

16.0 48

36 80-9520

80-9521 2

SIZE CONN.

D.O.T. #

VARIABLE SPEED

9.0

16.0 48

80-9933

80-9934 2

SIZE CONN.

D.O.T. #

POSTS

16.0 48 80-9956 2

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

4.17

12.0

3.33 48X10

96X18

60X10 80-9913

80-9914

80-9916 2

SIZE CONN.

D.O.T. #

VARIABLE LEGEND

12.5

24.0 72X48

60X30

80-9928

80-9929 2

SIZE CONN.

D.O.T. #

POSTS

COPY & BORDER - WHITE

VARIABLE MILEAGE

90.0

80-9728 2

SIZE CONN.

120X108

VARIABLE DISTANCE

16.0

16.0 48

48 80-9846

80-9849 2

2 (L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

SUBPLATE

80-9703 1

SIZE CONN.

6.25 30X30

80-9706 1

SIZE CONN.

D.O.T. #

POSTS

VARIABLE ARROW

VARIABLE ARROW

R9-11R9-9 R9-11aM4-9b

M4-9b

COPY & BORDER - BLACK

BACKGROUND - WHITE

COPY & BORDER - BLACK

BACKGROUND - WHITE

COPY & BORDER - BLACK

BACKGROUND - WHITE

5.0

17.5

35.0 84X60

60X42

30X24 80-1613

80-1608

80-1605 2

116-M

16-H

16-E

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

25.0

25.0 60

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9484

80-9486

25.0

25.0 60

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9444

80-9446

BACKGROUND - FLUORESCENT ORANGE

BACKGROUND - FLUORESCENT ORANGE

BACKGROUND - FLUORESCENT ORANGE

2.5

4.5 36X18

30X12 80-9872

80-9873

SIZE CONN.

D.O.T. #

VARIABLE MILEAGE

32.0 96X48

80-9815 2

SIZE CONN.

D.O.T. #

POSTS

W16-15P

W-16 - SERIES

W3-1

W3-2

W3-5

14.0

22.5 60X54

48X42 31-1906

31-1907 2

SIZE CONN.

D.O.T. #

POSTS

W16-9P

W1-4b

W1-4c

W16-3aP

2.0

24X12 80-9049

SIZE CONN.

D.O.T. #

POSTS

W24-1

E5-1

16.0

16.0 48

48 80-9715

80-9705 2

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

W20-4

E5-1

BACKGROUND - GREEN

COPY & BORDER - WHITE

30.0

30.0 72X60

72X60 51-6148

51-6150 2

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

12.0 48X36

80-9717 2

SIZE CONN.

D.O.T. #

E5-2

12.0 48X36

80-9716 2

SIZE CONN.

D.O.T. #

POSTS

E5-2a

W20-1

16.0 48 80-9900 2

SIZE CONN.

D.O.T. #

POSTS

W8-15

W24-1a W24-1b

W24-1cP

(L) (R)(L) (R)

(L) (R)

W21-W24 - SERIES

9.0

16.0 48

36 80-5903

80-5904 2

SIZE CONN.

D.O.T. #

POSTS

W23-2

9.0

16.0 48

36 80-9799

80-9800 2

SIZE CONN.

D.O.T. #

POSTS

W20-2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9056

80-9059

(L) 16.0 48 80-9057 2

(R) 16.0 48 80-9067 2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9065

80-9063

(L) 16.0 48 80-9064 2

(R) 16.0 48 80-9062 2

9.0

9.0 36

1(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9071

80-9069

(L) 16.0 48 80-9070 2

(R) 16.0 48 80-9068 2

NEXT 0 MILE

0 MILE 0000 FT

0000 FT

AHEAD

(L or R)

VARIABLE LEGEND

BE

PREPARED

NEW

TRAFFIC

PATTERN

AHEAD

LANES

ALL

EXIT EXIT

OPEN

EXIT

CLOSED

EXIT

M4-8

VARIABLE ARROW

(L) (R)

3.0

3.0 24X18

24X18 80-9850L

80-9850R 1

1(L)

(R)

SIZE CONN.

80-9713 1

SIZE CONN.

D.O.T. #

PADDLE

80-9001 2

SIZE CONN.

3.0

24X18

SIZE CONN.

D.O.T. #

POSTS

80-9061

80-9070

9 36

2(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

80-9922

80-9921

(L) 16.0 48 80-9918 2

(R) 16.0 48 80-9917 2

16.0

16.0 48

48 80-9923

80-9924 2

2(R)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) (R)

W9-1W9-1 W9-1

W9-1

W21-4W8-1

(1) (2)

9.0

16.0 48

36 80-9901

80-9902 2

1(1)

(1)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

9.0

16.0 48

36 80-9801

80-9802 2

1(2)

(2)

7.5

9 72X18

60X18

48X18 80-9931

80-9932

80-9935 2

2(1)

(2)

(3)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(3)

(2)

(1)

11. BLACK COLOR ON SIGNS SHALL BE PLAIN (NOT RETROREFLECTIVE)

SHEETING. ALL OTHER SIGNS TO USE TYPE IX RETROREFLECTIVE SHEETING.

10. ALL SIGNS WITH FLUORESCENT ORANGE BACKGROUND TO USE TYPE VIII RETROREFLECTIVE

LEGEND - BLACK - EXCEPT AS NOTED.

BACKGROUND - FLUORESCENT ORANGE EXCEPT AS NOTED.

9. COLORS:

RETROREFLECTIVE SHEETING & COPY.

A-C OR BETTER. SIGN BLANKS SHALL HAVE ONE COAT OF PRIMER PAINT PRIOR TO APPLICATION OF

SHALL BE .125", PLYWOOD THICKNESS FOR POST MOUNTED SIGNS SHALL BE 1/2" EXTERIOR GRADE

BE .100" EXCEPT SIGN #s. 80-1605, 80-9914, 809815, 80-9728, 80-9519, & 51-6147 (L OR R) WHICH

AASHTO MASH FOR CATEGORY 2 DEVICES. ALUMINUM THICKNESS FOR POST MOUNTED SIGNS SHALL

8. MATERIALS: SIGNS AND THEIR PORTABLE SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF THE

7. MATERIALS & COLORS SHALL CONFORM TO STATE SPECIFICATIONS.

CONTRACT.

6. ALL CONSTRUCTION SIGNS TO BE PAID FOR UNDER THE CONSTRUCTION SIGNS ITEM IN THE

SPECIAL BOLT HOLE PATTERNS.

DIMENSIONS TO BE ERECTED ON THE SAME POSTS, OR SPAN/MAST ARM MOUNTED, MAY REQUIRE

HOLE PATTERN REFER TO FHWA PUBLICATION "STANDARD HIGHWAY SIGNS". SIGNS OF DIFFERENT

5. FOR SPECIFIC SIGN DESIGN, CONTACT CONN. D.O.T., DIVISION OF TRAFFIC ENGINEERING. FOR BOLT

AND CHANNELIZING DEVICES".

4. FOR TEMPORARY SUPPORTS SEE STANDARD SHEET TR-1220_02 - "CONSTRUCTION SIGN SUPPORTS

3. ALL POSTS NOTED ARE FOR LONG TERM INSTALLATION. SEE STANDARD SHEET TR-1208_02.

2. POSTS - SEE STANDARD SHEET TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS".

1. R1-SERIES SIGN THE LEGEND "O.S.T.A." SHALL APPEAR.

NOTES:

W4-3

9.0

16.0

9.0 36

36 80-9938

80-9939

80-9936 1

1(L)

(L)

(R)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(R) 16.0 48 80-9937 2

(L) (R)

(L) (R)

W8-25

16.0 48 80-9833 2(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(L) 9.0 36 80-9831 1

(L) (R)

W8-25

9.0

16.0 48

36 80-9827

80-9829 2

1(L)

(L)

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS

(R) 9.0 36 80-9830 1

(R) 16.0 48 80-9832 2

(R)

(R)

9.0

16.0

80-9826

80-9828

16.0 48

80-9905 2

SIZE CONN.

D.O.T. #

POSTS

16.0

16.0

48 80-9903

80-9904

2(L)

(R)

SIZE CONN.

D.O.T. #

POSTS

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-09

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: CVerge LASTED SAVED BY:

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DESIGNER/DRAFTER: C. VERGE CHECKED BY: M. VAIL PERMIT OPERATION

SIGNS FOR CONSTRUCTION AND

MISCELLANEOUS DETAIL SHEET -

02.12

CONSTRUCTION

SIGNS

DIAMOND SHAPE RECTANGLE SHAPE

3" TO 4"

TRAFFIC CONE

TRAFFIC DRUM

FRONT VIEW

NOTES:

1. TRAFFIC DRUM SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT

1. SUPPORTS SHALL BE METAL SIGN POSTS AND HAVE BREAK-AWAY FEATURES.

NOTES:

LIGHTS ON CONSTRUCTION SIGNS

PLACEMENT OF BARRICADE WARNING

BARRICADE WARNING LIGHTS (AS REQ'D)

EDGE OF

SHOULDER

SO THAT ONLY THE ILLUMINATED PORTION

THE SIGN. MOUNT ON EDGE OF SIGN

LIGHT IS TO BE MOUNTED BEHIND SIGN

IS VISIBLE OUTSIDE THE SILHOUETTE OF

TYPE III BARRICADE

CONSTRUCTION BARRICADES

NOTES:

3. CORNERS OF BARRICADE RAILS SHALL BE ROUNDED.

8" TO 12"

45°

2. IF RUBBER CONES ARE USED, THEY SHALL HAVE INTERIOR RIBS FOR RIGIDITY.

3. IF PLASTIC CONES ARE USED, THEY SHALL BE COLOR IMPREGNATED.

NOTES:

1. TRAFFIC CONES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP

SHALL BE ORANGE.

AND THE LATEST EDITION OF THE MUTCD.

REPORT 350 (TL-3) OR MASH FOR CATEGORY 1 DEVICES

5. THE SECTIONS OF CONES NOT COVERED WITH RETROREFLECTIVE STRIPES

SHALL BE ORANGE.

3. THE SECTIONS OF DRUMS NOT COVERED WITH RETROREFLECTIVE STRIPES

350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 1 DEVICES AND THE

1. CONSTRUCTION BARRICADES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT 350 (TL-3)

THE LATEST EDITION OF THE MUTCD.THE AASHTO MASH AND OR

OF

DIRECTION

TRAFFIC

PORTABLE CONSTRUCTION SIGNS

4. SIGNS INSTALLED ON TYPE III BARRICADES SHALL BE PLACED SO AS TO COVER NO MORE THAN 50 PERCENT

OF THE TOP TWO RAILS, OR 33 PERCENT OF THE TOTAL AREA OF THE THREE RAILS.

SECTION (TYP.)

CENTERED ON

12" MIN. -

24" MAX.

12" MIN. -

24" MAX.

FOR E5-1 (EXIT SIGNS) USE MIN 48".

FOR SIGN DETAILS.

ON THE PLANS OR DIRECTED BY THE ENGINEER. SEE STANDARD SHEET TR-1220_01 - "SIGNS FOR CONSTRUCTION AND PERMIT OPERATIONS"

4. PORTABLE CONSTRUCTION SIGN SUPPORTS SHOULD NOT BE USED FOR DURATION OF MORE THAN 3 DAYS EXCEPT AS OTHERWISE SHOWN

OR THE AASHTO MASH FOR CATEGORY 2 DEVICES.

. PORTABLE SIGN SUPPORTS SHALL BE STABILIZED IN A MANNER THAT WILL NOT AFFECT THEIR COMPLIANCE WITH NCHRP REPORT 350 (TL-3)3

TO MEET FIELD CONDITIONS OR AS DIRECTED BY THE ENGINEER.

2. MOUNTING HEIGHT OF SIGNS SHALL BE A MINIMUM OF 12" AND A MAXIMUM OF 24". SIGNS SHALL BE MOUNTED HIGHER AS NEEDED

MASH FOR CATEGORY 2 DEVICES AND THE LATEST EDITION OF THE MUTCD.

1. SIGNS AND THEIR PORTABLE SUPPORTS SHALL CONFORM TO THE REQUIREMENTS OF NCHRP REPORT 350 (TL-3) OR THE AASHTO

NOTES FOR PORTABLE SIGN SUPPORTS:

5' MIN.

6" TYP.

4' MIN.

6"

6"

6"

6"

42"

42" TRAFFIC CONE

6"

2"

4"

TO 36" MAX.

28" MIN.

36" MIN.

18" MIN.

RETROREFLECTIVE STRIPE (TYP.)

6" (TYP.)

3" MAX. (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

RETROREFLECTIVE STRIPE (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

4. THE ENTIRE AREA OF WHITE STRIPES SHALL BE RETROREFLECTIVE SHEETING.

WHITE RETROREFLECTIVE STRIPE

WHITE RETROREFLECTIVE STRIPE

2. THE ENTIRE AREA OF ORANGE AND WHITE STRIPES SHALL BE RETROREFLECTIVE SHEETING THE SIDES OF

BARRICADES FACING TRAFFIC SHALL HAVE RETROREFLECTIVE RAIL FACES.

RETROREFLECTIVE STRIPE

RETROREFLECTIVE STRIPE

SHALL BE ORANGE.

5. THE SECTIONS OF CONES NOT COVERED WITH RETROREFLECTIVE STRIPES

RETROREFLECTIVE SHEETING.

4. THE ENTIRE AREA OF FLUORESCENT ORANGE AND WHITE STRIPES SHALL BE

3. IF PLASTIC CONES ARE USED, THEY SHALL BE COLOR IMPREGNATED.

2. IF RUBBER CONES ARE USED, THEY SHALL HAVE INTERIOR RIBS FOR RIGIDITY.

AND THE LATEST EDITION OF THE MUTCD.

REPORT 350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 1 DEVICES

1. TRAFFIC CONES SHALL CONFORM TO THE REQUIREMENTS OF NCHRP

NOTES:

2. THE ENTIRE AREA OF FLUORESCENT ORANGE AND WHITE STRIPES SHALL BE

RETROREFLECTIVE SHEETING.

2. REFER TO STANDARD SHEETS:

TR-1208_01 - "SIGN PLACEMENT AND RETROREFLECTIVE STRIP DETAILS."

TR-1208_02 - "METAL SIGN POSTS AND SIGN MOUNTING DETAILS."

FLUORESCENT ORANGE

WHITE RETROREFLECTIVE STRIPE

FLUORESCENT ORANGE

WHITE RETROREFLECTIVE STRIPE

FLUORESCENT ORANGE

FLUORESCENT ORANGE

ORANGE RETROREFLECTIVE STRIPE (TYP.)

WHITE RETROREFLECTIVE STRIPE (TYP.)

NCHRP REPORT 350 (TL-3) OR THE AASHTO MASH FOR CATEGORY 2 DEVICES.

5. CONSTRUCTION BARRICADES SHALL BE STABILIZED IN A MANNER THAT WILL NOT AFFECT THEIR COMPLIANCE WITH

LATEST EDITION OF THE MUTCD.

OPPOSING TRAFFIC LANE DIVIDERS

NOTES:

1. THE OPPOSING TRAFFIC LANE DIVIDERS SHALL BE MOUNTED BACK TO BACK

ON A FLEXIBLE SUPPORT POST. THE POST SHALL BE MOUNTED TO A BASE.

RETROREFLECTIVE PANEL (TYP.)

FLUORESCENT ORANGE

1' MAX.

4" MAX.

12" (TYP.)

18" (TYP.)

(TEMPORARY LANE SEPARATOR)

NEAREST TRAFFIC LANE.

2. THE LONGITUDINAL BASE SHALL HAVE SLOPING SIDES IN ORDER TO FACILITATE

CROSSOVER BY EMERGENCY VEHICLES.

GENERAL NOTE:

TYPE IV MINIMUM AS APPROVED IN THE QUALIFIED PRODUCTS LIST.

FLEXIBLE SHEETING FOR DRUMS, CONES, & BARRICADES SHALL BE

GLASTONBURY, CT 06033

115 GLASTONBURY BLVD.

GM2 ASSOCIATES, INC.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

5/12/2026

SIGNATURE BLOCK: DRAWING TITLE:

MDS-10

REPLACEMENT OF BRIDGE NO. 04184 CARRYING

PLOTTED DATE:

M:\41097_Oregon_Rd_Meriden\300_Engineering & Design\325-Highways\Contract Plans\HW_MSH_41097_MDS.dgn FILE NAME: CVerge LASTED SAVED BY:

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DESIGNER/DRAFTER: C. VERGE CHECKED BY: M. VAIL AND CHANNELIZING DEVICES

CONSTRUCTION SIGN SUPPORTS

MISCELLANEOUS DETAIL SHEET -

NOT TO SCALE

02.13

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-1

R1 - SERIES R2 - SERIES

STOP

ALL-WAY

R3-3

R3-4

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-5

R3-6

31-0222 31-0223

R3 - SERIES

31-0282 31-0283

31-0295 31-0219

R3-8b

31-0307 31-0372

31-0370 31-0371

R4 - SERIES

R4-1

R4-3

R4-7

R4-7c

R5-1

R5-10c

PEDESTRIANS

R5 - SERIES

R6-1

R6 - SERIES R7 - SERIES

(D)

(R)

(L)

R7-1

(D)

(R)

(L)

VARIABLE TIMES

R8 - SERIES

R8-7

EMERGENCY

STOPPING

ONLY

R9 - SERIES R10 - SERIES

R10-6

31-0801 31-0802

R10-11

R11 - SERIES

R11-1

4.00

9.00

36X36

24X24

30-0823

31-0816

.080

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

5.00

7.50

12.00

36X48

30X36

24X30 31-0828

31-0830

31-0819

1 .080

.100

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

6.00

24X36

SIZE CONN.

D.O.T. #

2.25

6.25 30x30

24x24

18X18

31-1705

31-1769

31-1770

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

5.00

24X30

31-0806

SIZE CONN.

D.O.T. #

48X36

31-0670

SIZE CONN.

D.O.T. #

31-1775

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

6.25

16.00

48X48

30X30

1 .080

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

31-1119

31-1120

31-1121

8.75

42X30

36X24

SIZE CONN.

D.O.T. #

31-1122

31-1123

2.00

24X12

31-1774

SIZE CONN.

D.O.T. #

31-1502

SIZE CONN.

D.O.T. #

10.00

48X30

31-0302

SIZE CONN.

D.O.T. #

10.00

48X30

SIZE CONN.

D.O.T. #

31-0334

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

36X30

SIZE CONN.

D.O.T. #

31-0175

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

31-0290

SIZE CONN.

D.O.T. #

6.25

SIZE CONN.

D.O.T. #

31-0279

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

31-1648

31-1647

SIZE CONN.

D.O.T. #

31-1622

31-1632

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

1.85

5.17

7.98

13.24 48

18 31-0532

31-0552

31-0553

31-0557 2

1 .080

.080

.080

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

0.95

3.84

6.77

10.83 60

18 31-0520

31-0523

31-0522

31-0528

.080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

0.75

2.50

30X12

18X6

31-0508

31-0509

SIZE CONN.

D.O.T. #

POSTS ALUM.

NO

1.50

12X18

SIZE CONN.

D.O.T. #

31-1702

RETROREFLECTIVE

STRIP

R10-7R7-2a

R10-11b

R5-1a

20.00

48X60

31-1574

SIZE CONN.

D.O.T. #

31-1562

31-1564

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

3.75

5.00

12.00

20.00 48X60

36X48

24X30

18x30 31-1506

31-1526

31-1536

31-1546 2

1 .080

.080

.100

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-1915

31-1918

SIZE CONN.

D.O.T. #

31-0861

31-0862

SIZE CONN.

D.O.T. #

32.00

48X96

31-5510

.125

SIZE CONN.

D.O.T. #

16.00 48X48

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-1604

31-1627

31-1624

16.00 48X48

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-1603

31-1629

31-1623

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R3-2

R9-3a

R9-3

BACKGROUND - WHITE

CIRCLE & DIAGONAL - RED

LEGEND - BLACK

R10-11c

R5-10a(CT)R4-16

R5-10a(CT)

31-0183 31-0184

31-0157 31-0158

31-0262 31-0261

R3-7

R3-8

R3-6 (CT)

R3-8R3-8

R3-8 R3-8

R3-8

R3-8b

R3-8b

R3-8b

5.00

7.50

12.00

20.00 48X60

36X48

30X36

24X30 31-5505

31-5504

31-5506

31-5507 2

1 .080

.080

.080

.100

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

POSTS ALUM.

R3-7

SIZE CONN.

D.O.T. #

31-0117

31-0120

SIZE CONN.

D.O.T. #

31-0118

31-0123

R6-1

3.00

6.75

54X18

36X12

SIZE CONN.

D.O.T. #

31-1177

31-1178

54X18

36X12

SIZE CONN.

D.O.T. #

31-1188

31-1189

R5-11

48X36

30X24

31-1790

31-1792

SIZE CONN.

D.O.T. #

1.30

2.66 4X96

4X72

4X48

.080

AREA

(SQ. FT) (INCHES)

SIZE CONN.

D.O.T. #

31-5003

31-5004

31-5005

R10-12a

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

31-1626 31-1625

R10-15

31-0859

SIZE CONN.

D.O.T. #

SIZE CONN.

D.O.T. #

POSTS ALUM.

31-051331-0512

24X36

31-0116

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

ONLY

LANE

CENTER

R3-9b

ONLYONLY00

SPEED

LIMIT

MINIMUM

32.50

60X78

31-1719

SIZE CONN.

D.O.T. #

POSTS ALUM.

THK.

LIMIT

SPEED

HERE

TO

HERE

TO

R1-1

R1-2

R1-3P

R1-5

R2-1

R2-4a

SIZE CONN.

D.O.T. #

31-0630

SIZE CONN.

D.O.T. #

31-0603

R5-1(CT)

9. BLACK COLOR ON SIGNS SHALL BE PLAIN (NOT RETROREFLECTIVE).

TURNING VEHICLES YIELD TO PEDESTRIANS.

THIS INCLUDES PARTIAL RED AND YELLOW BACKGROUND SUCH AS YIELD, DO NOT ENTER, AND

8. ALL RED AND YELLOW BACKGROUND SIGNS TO USE TYPE XI RETROREFLECTIVE SHEETING.

7. ALL WHITE BACKGROUND SIDE MOUNTED SIGNS TO USE TYPE IX RETROREFLECTIVE SHEETING.

ATTACHMENT DETAILS, SIGN HANGER, "Y" CLAMP DETAIL."

6. FOR OVERHEAD MOUNTED SIGNS, SEE STANDARD SHEET TR-1114_01 - "BONDING AND UTILITY POLE

SPLICING OF SHEET ALUMINUM WILL NOT BE ACCEPTED.

5. SIGNS SHALL BE FABRICATED OF ONE CONTINUOUS…