Willetts_Maple_Quick_Build.pdf

PDF 6 MB Posted Jun 24, 2026

Attached to: Striping Services at Montauk Ave. and Maple Ave.
Solicitation number: 2026-19 CONL
Issued by: New London County, Connecticut

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Written by GovTribe AI · Jul 3, 2026

Summary of Willetts_Maple_Quick_Build.pdf

This document is a project description and scope of work for striping services at two City of Connecticut intersections: Willets Avenue at Montauk Avenue and Willetts Avenue at Maple Avenue. The project involves the application of pavement markings at both intersections to improve traffic control and safety. The scope includes standard striping materials and application methods to be determined by the specifications outlined in the bid documents. Specific quantities, response deadlines, site visit schedules, and bidders' conference details are to be referenced in the associated Invitation for Bid (IFB) document. The contract term and any renewal options will be established through the formal procurement process and award notification.

Pricing for the striping services will be based on competitive bidding responses submitted by qualified contractors. Additional details regarding set-asides for disadvantaged business enterprises, incumbent contractor information, funding sources, and budget allocations should be reviewed in conjunction with the primary IFB document and any supplementary exhibits. The project funding and specific contract awards will be determined following the formal evaluation and selection process conducted by the City of Connecticut.

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File	Type	Posted
Striping_Services_at_Montauk_Ave._and_Maple_Ave..pdf	PDF	Jun 25, 2026
MASTER_CITY_CONTRACT_2026.docx	DOCX document	Jun 23, 2026
Payment_&_Performance_Bonds__(1).docm	DOCM document	Jun 23, 2026

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DRAWN:

DESIGNED:

REVIEWED:

DATE:

W ill et ts

_M ap le .d w g

SHEET:

Feet 0 60 120

PVV

FEBRUARY 24, 2026

WILLETTS AVE AT MONTAUK AVE

TEMPORARY SAFETY IMPROVEMENT CONCEPT

PVV

JLL

1/2

DOCUMENT INCOMPLETE:

NOT INTENDED FOR CONSTRUCTION,

BIDDING, OR PERMIT PURPOSES

ENGINEER: JAMES L. LLAMAS

PE SERIAL NO. 36313

DATE: 2/24/2026

FOR INTERIM REVIEW ONLY

Willetts Ave

M on ta uk

A ve

M ontauk A ve

5'-0"

20'-0"

'-0

5' -0

" 5' -0

5'-0"

Notes A. All buffer tapers to be 5' B. All signs to remain in place unless otherwise noted C. Eradicate all existing conflicting pavement markings D. Provide 6" clear between crosswalks and adjacent markings

Striping Legend

1. 24" Solid White Stop Bar

2. Crosswalks - 16" White Bar, 24" Gap, 10' Width

3. 6" Solid White

4. 4" Double Yellow Centerline

5. 6" Dashed Extension Line - 3' Line, 9' Gap

6. Flex Posts spaced 10' on center, 1' inside striping unless otherwise noted

7. Solid Green Area

8. Bike Lane Extension - 16" Green Bar, 24" Gap, 6" White Edge Line

9. Zicla Zebra 5

See CTDOT Traffic Engineering Guide Sheet - Pavement Markings Guide TR-GS_04 and TG-GS_08

10'-0"

20'-0"

Future Bus Stop

Match existing widths

Match existing widths at tie-in point

11' travel lanes measured from Willetts Ave centerline (TYP) Remaining space used for buffer

'-0

Extend solid line

Two flex posts 5' on center to discourage parking in buffer

Hatch 45 degree 8" white striping with 10' spacing and 6" edge line

10'-0" 20'-0"

'-0

52'-0"

20'-0"

5' -0

Future visual enhancements in all buffer spaces by others

12'-0"

12'-0" 7'-0"6'-0"

8'-0"

6'-0"

7'-6"

11'-0"

20'-0"

10'-0"

6'-0"

20'-0"

6'-0"

52'-0"

12'-0"

6'-0"

11'-0"

15' RADIUS

(TYP)

6'-0"

Install R7-11 sign North of tree

6'-0"

'-0

End all Montauk striping in line with gas station's patterned concrete

5'-0"

5' -0

5'-0"

DRAWN:

DESIGNED:

REVIEWED:

DATE:

W ill et ts

_M ap le .d w g

SHEET:

Feet 0 60 120

PVV

FEBRUARY 24, 2026

WILLETTS AVE AT MAPLE AVE PVV

JLL

2/2

TEMPORARY SAFETY IMPROVEMENT CONCEPT DOCUMENT INCOMPLETE:

NOT INTENDED FOR CONSTRUCTION,

BIDDING, OR PERMIT PURPOSES

ENGINEER: JAMES L. LLAMAS

PE SERIAL NO. 36313

DATE: 2/24/2026

FOR INTERIM REVIEW ONLY

Notes A. Willetts Ave measurements to be set from northern curb B. In cases of varying road widths along Willetts Ave, the following order of preference shall apply:

1. 11' Travel Lanes

2. 7' Parking Stalls

3. Buffer Space

C. All buffer tapers to be 5' D. Parking stalls to be 20' x 7' unless otherwise noted E. 20' Bumpout lengths measured from point of radius or stop bar F. All signs to remain in place unless otherwise noted

'-0

10' Walk

Future ramp location12' Driveway

11'-0"

Willetts Ave

Maple Ave

R iv er vi ew A ve

R 20' R 20'

R 15'

Refresh center line markings in place

Stripe 20' x 7' parking stalls (Typ)

Stripe as one space as necessitated by driveways

Stripe 20' x 7' parking stalls (Typ)

11'-0"

'-0

20'-0"

40'-0"

Future ramp location

Remove Yield sign

Striping Legend

1. 24" Solid White Stop Bar

2. Crosswalks - 16" White Bar, 24" Gap, 10' Width

3. 6" Solid White

4. 4" Double Yellow Centerline

5. 4" Dashed Extension Line. 2' Segment, 4' Gap

6. Flex Posts spaced 10' on center, 1' inside striping unless otherwise noted

7. Eradicate all existing conflicting pavement markings

8. 4" Solid White

See CTDOT Traffic Engineering Guide Sheet - Pavement Markings Guide TR-GS_04 and TG-GS_08

7'-0"

7' -0

11' Travel Lane NB

Place flex posts in this area 1' inside striping at the three corners

Future visual enhancements in all buffer spaces by others

34'-0"

5'-0"

Willetts Ave

'-0

6'-0"

11'-0" 1

5' Taper (Typ)

5'-0"

5' -0

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_INDEX

TOWN(S):

GUIDE SHEET

CTDOT TRAFFIC ENGINEERING

DESIGNER/DRAFTER: Q. BECOTTE CHECKED BY: A. MERMELSTEIN

GUIDE SHEET INDEX

PAVEMENT MARKINGS

TRANSPORTATION

DEPARTMENT OF

CONNECTICUT

DATE*TITLE DATE*TITLE

12-25TR-GS_05 PAVEMENT MARKINGS FOR DIVIDED HIGHWAYS DETAILS A - I

12-25TR-GS_06 PAVEMENT MARKINGS FOR DIVIDED HIGHWAYS DETAILS J - Q

12-25TR-GS_04 PAVEMENT MARKINGS LINES AND SYMBOLS

12-25TR-GS_09 PAVEMENT MARKINGS FOR NON-FREEWAYS MISCELLANEOUS DETAILS

12-25TR-GS_08 PAVEMENT MARKINGS FOR NON-FREEWAYS INTERSECTIONS & CROSSWALKS

12-25TR-GS_07 PAVEMENT MARKINGS FOR EXIT RAMPS

12-25TR-GS_12 PAVEMENT MARKINGS FOR BICYCLE FACILITIES

12-25TR-GS_11 PAVEMENT MARKINGS FOR RAILROAD GRADE CROSSINGS

12-25TR-GS_10 PAVEMENT MARKINGS FOR BUFFERED SHOULDERS

NOT TO SCALE

30'10'

PAVEMENT ARROW

WHITE WRONG WAY

20°

E D

G E

O F

A V

E M

E N

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.

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)

45̂

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

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"

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" typ

2.8 S.F.

ACCESSIBLE PARKING SPACE SYMBOL

SHOULDER/BICYCLE LANE

ALL BICYCLE SYMBOL PAVEMENT MARKINGS TO BE WHITE.

5'-0"

8'-0"

5'-0"

R=3'-4"

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"

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_04

LINES AND SYMBOLS

PAVEMENT MARKINGS

TRANSPORTATION

9'-9"

30"

16'-6"

23'-6"

30"3'-0"

6'-6"

13'-0"

NOT TO SCALE

BEGINNING OF PARALLEL SECTION

END OF TAPER SECTION

END OF

PARALLEL SECTION

TYPICAL PARALLEL DECELERATION LANEB

MULTI LANE SPLITI

TYPICAL LANE ADDITIONE

EDGE OF

GENERAL NOTES:

DENOTES DIRECTION OF TRAVEL

P.C. OF RAMP

TYPICAL LANE DROPF

SECTION

END OF TAPER

OTHERWISE DIRECTED

TYPICAL MERGE TWO MAJOR ROADWAYSG

OTHERWISE DIRECTED

TYPICAL TAPERED DECELERATION LANED

BEGINNING OF TAPER

BEGINNING OF

PARALLEL SECTION

TYPICAL PARALLEL ACCELERATION LANE

TYPICAL MERGE TWO MAJOR ROADWAYS

WITH LANE REDUCTION

300' 300' 300'

41-4447

C TYPICAL TAPERED ACCELERATION LANE

WHITE LANE REDUCTION ARROW

½ MILE MIN.

6" YELLOW EDGE LINE

6" WHITE BROKEN LANE LINE

20'

6" WHITE EDGE LINE

(A/2)

6" YELLOW EDGE LINE

6" WHITE BROKEN LANE LINE

20'

6" WHITE EDGE LINE

6" WHITE BROKEN LANE LINE

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

6" WHITE BROKEN LANE LINE

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

6" WHITE EDGE LINE6" YELLOW EDGE LINE

6" WHITE EDGE LINE

OTHERWISE DIRECTED

200' OR AS

LANE LINE

6" WHITE BROKEN

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

6" WHITE BROKEN LANE LINE

20'

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

6" WHITE BROKEN LANE LINE

6" WHITE EDGE LINE

20' 200' OR AS

LANE LINE

6" WHITE BROKEN

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

200' OR AS

6" YELLOW EDGE LINE

20' (D/4)

6" WHITE BROKEN LANE LINE

CONTACT THE ENGINEER TO REVISE DISTANCES IF NEEDED BASED ON FIELD CONDITIONS.

½ MILE MIN.

12" WHITE CHANNELIZING LINE

CHANNELIZING LINE

12" WHITE

LENGTH OF ACCELERATION LANE PLUS TAPER (A)

DIRECTED

OTHERWISE

200' OR AS

EDGE OF ROAD

OTHERWISE DIRECTED

100' TO 200' OR AS

DIRECTED

200' OR AS OTHERWISE

EDGE OF ROAD

TREATMENT OF CLIMBING LANE - THROUGH ACCELERATION LANE

EDGE OF ROAD

ROAD

EDGE OF ROAD

DIRECTED

200' OR AS OTHERWISE

EDGE OF ROAD

INTERSECTION OF CHANNELIZING LINES

EDGE OF ROAD

INTERSECTION OF CHANNELIZING LINES

AND START OF TAPER (SEE NOTE 1)

DISTANCE BETWEEN LANE REDUCTION SIGN

(D)

MUTCD (TABLE 2C-3)

SIGN PLACEMENT BASED ON

PIN NEUTRAL AREA (SEE DETAIL )

WHITE CHEVRON MARKINGS

PIN NEUTRAL AREA (SEE DETAIL )

WHITE CHEVRON MARKINGS

PIN NEUTRAL AREA (SEE DETAIL )

WHITE CHEVRON MARKINGS

PIN NEUTRAL AREA (SEE DETAIL )

WHITE CHEVRON MARKINGS

(2' LINES AT 4' SPACES)

6" WHITE DOTTED EXTENSION LINE

(3' LINES AT 9' SPACES)

12" WHITE DOTTED LANE LINE

(3' LINES AT 9' SPACES)

12" WHITE DOTTED LANE LINE

(3' LINES AT 9' SPACES)

6" WHITE DOTTED LANE LINE

(2' LINES AT 4' SPACES)

6" WHITE DOTTED EXTENSION LINE

(3' LINES AT 9' SPACES)

6" WHITE DOTTED LANE LINE

20'

SEE STANDARD SHEET "PAVEMENT MARKINGS FOR DIVIDED HIGHWAYS" (SHEET #TR-1210_06) FOR DETAILS J THRU Q .

SEE STANDARD SHEET "PAVEMENT MARKINGS FOR EXIT RAMPS" (SHEET #TR-1210_07) FOR DETAILS R THRU U .

BEGINNING OF TAPER SECTION

END OF PARALLEL SECTION

350' OR AS OTHERWISE DIRECTED

(SEE NOTE #1)

MUTCD SECTION 3B.12

TAPER LENGTH PER

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_05

DESIGNER/DRAFTER: Q. BECOTTE CHECKED BY: A. MERMELSTEIN DETAILS A - I

FOR DIVIDED HIGHWAYS

PAVEMENT MARKINGS

TRANSPORTATION

DENOTES DIRECTION OF TRAVEL

NOTES:

EDGE OF TRAVELWAY

VEHICLE (HOV) LANE

TYPICAL HIGH OCCUPANCY

OR AS OTHERWISE DIRECTED

OTHERWISE DIRECTED

BUFFER SPACE (VARIES)

20'

TYPICAL CLIMBING LANEO

TRAFFIC

KEEP

RIGHT

WHITE PREFERENTIAL LANE SYMBOL

6" WHITE BROKEN LANE LINE

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

IN NEUTRAL AREA (SEE DETAIL )

WHITE CHEVRON MARKINGS

PHYSICAL GORE

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

6" WHITE BROKEN LANE LINE

L AUXILIARY LANE AT CLOSELY SPACED RAMPS

6" YELLOW EDGE LINE

24" WHITE CHEVRON MARKING

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

500'

200' OR AS

24" WHITE CHEVRON MARKING

SPACED 6" APART

12" DOUBLE WHITE LANE LINE

6" WHITE BROKEN LANE LINE

6" WHITE EDGE LINE

1. CONTACT THE ENGINEER TO REVISE DISTANCES IF NEEDED BASED ON FIELD CONDITIONS.

6" YELLOW EDGE LINE

300' 300' 300'

(D/4)

(SEE NOTE #1)

MUTCD SECTION 3B.12

TAPER LENGTH PER

START OF TAPER

REDUCTION SIGN AND

DISTANCE BETWEEN THE LANE

(D)

11' CLIMBING LANE

6" WHITE EDGE LINE

300' 300' 300'

(D/4)

START OF TAPER

REDUCTION SIGN AND

DISTANCE BETWEEN THE LANE

(D)

WHITE LANE REDUCTION ARROW

6" YELLOW EDGE LINE

6" WHITE BROKEN LANE LINE

6" WHITE EDGE LINE

6" WHITE BROKEN LANE LINE

12" WHITE CHANNELIZING LINE

6" WHITE BROKEN LANE LINE

12" WHITE CHANNELIZING LINE

PHYSICAL GORE

EDGE OF ROAD

THEORETICAL GORE

40' OR AS OTHERWISE DIRECTED

EDGE OF ROAD

45°

EDGE OF ROAD

DIRECTED

200' OR AS OTHERWISE

EDGE OF ROAD

DIRECTED

OTHERWISE

100'-200' OR AS

DIRECTED

OTHERWISE

100'-200' OR AS

MUTCD (TABLE 2C-3)

SIGN PLACEMENT BASED ON

P.C. OF RAMP

LANE DROP AT A MULTI-LANE EXIT RAMP WITH OPTIONAL EXIT LANE

TYPICAL LANE REDUCTION TRANSITION

(SEE NOTE #1)

300'

TAPER LENGTH

TO END 20' BEYOND THE PHYSICAL GORE

12" WHITE LANE LINE (VARIABLE LENGTH)

12" WHITE CHANNELIZING LINE

6" YELLOW EDGE LINE

EDGE OF ROAD

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

½ MILE (MIN.)

6" YELLOW EDGELINE

6" WHITE EDGE LINE

THEORETICAL GORE)

THEORETICAL GORE TO EXIT OF

(2 MILES (MAX) FROM ENTRANCE OF

(3' LINES AT 9' SPACINGS)

12" WHITE DOTTED LANE LINE

(3' LINES AT 9' SPACES)

12" WHITE DOTTED LANE LINE

4" WHITE BROKEN LANE LINE

(3' LINES AT 9' SPACES)

6" WHITE DOTTED LANE LINE

(THEORETICAL GORE)

INTERSECTION OF CHANNELIZING LINES

(THEORETICAL GORE)

INTERSECTION OF CHANNELIZING LINES

IN NEUTRAL AREA (SEE DETAIL )

WHITE CHEVRON MARKINGS

20'

2. SEE STANDARD SHEET "PAVEMENT MARKINGS FOR DIVIDED HIGHWAYS" (SHEET # TR-1210_05) FOR DETAILS A THRU I .

3. SEE STANDARD SHEET "PAVEMENT MARKINGS FOR EXIT RAMPS" (SHEET # TR-1210_07) FOR DETAILS R THRU U .

(NEUTRAL) AREAS OF BITUMINOUS PAVEMENT

TYPICAL CHEVRON MARKINGS AT GORE

SLOWER MUTCD (TABLE 2C-3)

SIGN PLACEMENT BASED ON

(REQUIRED)

SIGN# 41-4447

(OPTIONAL)

SIGN# 31-1564

(REQUIRED)

SIGN# 41-4447

(SEE NOTE #1)

MUTCD SECTION 3B.12

TAPER LENGTH PER

LINE (2' LINES AT 4' SPACES)

6" WHITE DOTTED EXTENSION

IN THE LEFT-HAND SHOULDER OF AN EXPRESSWAY OR RAMP.

OF AN EXPRESSWAY OR RAMP. CROSS HATCH COLOR TO BE YELLOW WHEN INSTALLED

CROSS HATCH COLOR TO BE WHITE WHEN INSTALLED IN THE RIGHT-HAND SHOULDER

BE RESERVED TO SELECT LOCATIONS.

CROSS HATCHING A SHOULDER ON AN EXPRESSWAY OR RAMP IS OPTIONAL AND SHOULD

NOTES:

80'

6" YELLOW EDGE LINE

EDGE OF ROAD

6" WHITE BROKEN LANE LINE

PAVEMENT MARKINGS

12" CROSS HATCH

80'

EXPRESSWAY SHOULDER

CROSS HATCH ON AN

EDGE OF ROAD

6" WHITE EDGE LINE

EDGE OF ROAD

(WHITE) SPACED 100'

DE-2 OR DE-5 DELINEATORS

(WHITE) SPACED 100'

DE-2 OR DE-5 DELINEATORS

LONGITUDINAL

PAVEMENT

JOINT (TYP.)

PLACEMENT OF BROKEN LINES AND EDGE LINESJ

EDGE OF TRAVELWAY

(TYP.)(TYP.)

EDGE OF TRAVELWAY

LONGITUDINAL

PAVEMENT

12'

6" WHITE BROKEN LANE LINE (TYP.)10'30'

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

EDGE OF ROAD

JOINT (TYP.)

(TYP.)

NOTED

OR AS OTHERWISE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_06

DESIGNER/DRAFTER: Q. BECOTTE CHECKED BY: A. MERMELSTEIN DETAILS J - Q

FOR DIVIDED HIGHWAYS

PAVEMENT MARKINGS

TRANSPORTATION

OF ADDED TURNING LANES

AT FULL WIDTH SECTION

BEGIN LANE USE ARROWS

24" WHITE STOP BAR

(SEE NOTE #3)

TYPICAL WHITE WRONG WAY PAVEMENT ARROW

(SEE NOTE #3)

TYPICAL WHITE WRONG WAY PAVEMENT ARROW

12" WHITE CHANNELIZING LINE

10'

12" WHITE CHANNELIZING LINE

(4" SPACE BETWEEN LINES)

8" DOUBLE YELLOW CENTERLINE

20'

(4" SPACE BETWEEN LINES)

8" DOUBLE YELLOW CENTERLINE

10'

24" WHITE STOP BAR

FOR DOUBLE TURN LANES

TYPICAL RAMP TREATMENT

AT ALL EXIT RAMPS (SEE NOTE #4)

INSTALL LANE USE ARROWS

AT ALL EXIT RAMPS (SEE NOTE #4)

INSTALL LANE USE ARROWS

12'12

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

10'

EDGE OF ROAD EDGE OF ROAD

EDGE OF ROAD

PHYSICAL GORE

10'

ABUTTING RAMPS WITH MEDIAN

TYPICAL RAMP TREATMENT ON

20'

WITHOUT MEDIAN

ON ABUTTING RAMPS

TYPICAL RAMP TREATMENT

AT BULLNOSE

8" YELLOW LINE

50' MIN.

IS NORMALLY AT THE P.C. (50' MIN.)

INTERSECTION OF YELLOW CENTERLINES

4" WHITE LANE LINE

(2' LINES AT 4' SPACES)

6" WHITE DOTTED EXTENSION LINE

ADJACENT TO AN EXIT RAMP

AT ALL SIGNALIZED LOCATIONS WHICH HAVE AN ENTRANCE RAMP

4" SINGLE YELLOW DOTTED EXTENSION LINE (2' LINES AT 4' SPACES)

ELSEWHERE IN THE PLANS)

(AS DIRECTED BY THE ENGINEER OR AS SHOWN

4" WHITE DOTTED EXTENSION LINE (2' LINES AT 4' SPACES)

ADJACENT TO AN EXIT RAMP

AT ALL SIGNALIZED LOCATIONS WHICH HAVE AN ENTRANCE RAMP

4" SINGLE YELLOW DOTTED EXTENSION LINE (2' LINES AT 4' SPACES)

EDGE OF ROAD

8" YELLOW CENTERLINE

A Q7. SEE STANDARD SHEETS "PAVEMENT MARKINGS FOR DIVIDED HIGHWAYS" (SHEET #TR-1210_05 & SHEET #TR-1210_06) FOR DETAILS THRU .

6. DIMENSION FROM THE FIRST LANE USE ARROW TO STOP BAR IS FOR EXIT RAMPS ONLY.

5. USE A 4" WHITE LANE LINE TO SEPARATE DUAL EXCLUSIVE LEFT (OR RIGHT) TURN LANES.

LANE OR AN ADJACENT SHARED THROUGH LANE.

4. USE A 4" WHITE LANE LINE TO SEPARATE AN EXCLUSIVE LEFT (OR RIGHT) TURN LANE FROM AN ADJACENT THROUGH

ARROWS EQUALLY SPACED FROM THE STOP BAR TO THE BEGINNING OF THE MULTI LANE SECTION (160' MAX SPACING).

3. FOR EXIT RAMPS WITH MORE THAN ONE LANE, INSTALL LANE USE ARROWS IN EACH LANE. INSTALL SETS OF LANE USE

100' FROM THE LANE-USE ARROW(S), THE SECOND SHOULD BE 250'| FROM THE FIRST WHERE SPACE PERMITS.

2. TWO WHITE WRONG WAY PAVEMENT ARROWS SHOULD BE INSTALLED ON ALL EXIT RAMPS. THE FIRST SHALL BE INSTALLED

RELATIONSHIP OF DIRECTIONAL LINES AND NORMAL EDGE LINE TO EDGE OF TRAVELWAY.

1. SEE DETAILS AND ON STANDARD SHEET "PAVEMENT MARKINGS FOR DIVIDED HIGHWAYS" (SHEET #TR-1210_06) FOR

NOTES :

20'

4' 4'

100'

BY THE ENGINEER

250' OR AS DIRECTED

OF ADDED TURNING LANES

AT FULL WIDTH SECTION

BEGIN LANE USE ARROWS

24" WHITE STOP BAR

SHARED DOUBLE TURN LANES

TYPICAL RAMP TREATMENT FOR

AT ALL EXIT RAMPS (SEE NOTE #4)

INSTALL LANE USE ARROWS

6" WHITE EDGE LINE

6" YELLOW EDGE LINE

10'

EDGE OF ROAD

4" WHITE LANE LINE

ELSEWHERE IN THE PLANS)

(AS DIRECTED BY THE ENGINEER OR AS SHOWN

4" WHITE DOTTED EXTENSION LINE (2' LINES AT 4' SPACES)

RAMP

ENTRANCE

50'

ROADWAYS INTERSECTING AN EXIT RAMP

INSTALL LANE USE ARROWS AT

LINE (2' LINES AT 4' SPACE)

4" WHITE DOTTED EXTENSION

EDGE OF ROAD

12" WHITE STOP BAR

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_07

FOR EXIT RAMPS

PAVEMENT MARKINGS

TRANSPORTATION

P R

T E

D R

E R

S E

C T

R O

A D

VARIES

OF ROADWAY

11' 4"

11'

PAVEMENT MARKINGS FOR

CENTERLINES AND SHOULDER LINES

VARIES

4" DOUBLE YELLOW CENTERLINE

EDGE OF ROAD

OTHERWISE DIRECTED

10' OR AS

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

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

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

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

PEDESTRIANS" SIGN IS REQUIRED.

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

CROSSWALK LINE OR AS DIRECTED BY THE ENGINEER.

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

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

SEE BUFFER DETAIL

25' TAPER

OF ROADWAY

TRAVEL LANE

CENTER OF

OF TRAVEL

DIRECTION

12 INCHES

MARKINGS

12-INCH WHITE

(WHITE)

OR SPEED HUMPS WITH CROSSWALKS

PAVEMENT MARKINGS FOR SPEED TABLES

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

AREA

SPEED TABLE

CROSSWALK OR

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

RAISED MEDIAN

2' TYP.

CROSSWALKS

8' MIN. LENGTH

16" WIDE BAR

24" WIDE SPACE

50' MAX

20' MIN

8' MIN. 50' 30'

TYP.

10' TYP.

4' MIN.

8' MIN.

4' MIN.

C C

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

CROSSWALK

8' MIN. LENGTH

16" WIDE BAR

24" WIDE SPACE

2' TYP.

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_08

DESIGNER/DRAFTER: Q. BECOTTE CHECKED BY: A. MERMELSTEIN INTERSECTIONS & CROSSWALKS

FOR NON-FREEWAYS

PAVEMENT MARKINGS

TRANSPORTATION

P R

T E

D R

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

D R

W A

P R

T E

4" DOUBLE YELLOW CENTERLINE

SIGN AND START OF TAPER (D)

DISTANCE BETWEEN LANE REDUCTION

(TABLE 2C-4)

BASED ON MUTCD

SIGN PLACEMENT

EDGE OF ROADWAY

4" SOLID YELLOW AND BROKEN LANE LINE

(OPTIONAL FOR POSTED SPEEDS LESS THAN 45 MPH)

FOR POSTED SPEEDS OF 45 MPH AND GREATER

LANE REDUCTION ARROWS SHALL BE INSTALLED

6" WHITE EDGE LINE

ROAD

INTERSECTING

MAJOR

ROAD

INTERSECTING

MINOR

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

E C

O M

M E

N D

I N

VARIESVARIES 8'200' TYP.

12" TYP.

SECTION 3B.12

PER MUTCD

TAPER LENGTH

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

T E

D R

VARIES

OF ROADWAY

11' 4"

11' 30'

PAVEMENT MARKINGS

FOR PASSING ZONES

4" YELLOW BROKEN LANE LINE

VARIES

4" DOUBLE YELLOW CENTERLINE

EDGE OF ROAD

6" WHITE EDGE LINE

4" SOLID YELLOW AND BROKEN LINE

10' 30'10'

30'10'

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_09

DESIGNER/DRAFTER: Q. BECOTTE CHECKED BY: A. MERMELSTEIN MISCELLANEOUS DETAILS

FOR NON-FREEWAYS

PAVEMENT MARKINGS

TRANSPORTATION

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_10

DESIGNER/DRAFTER: B. MYSKOWSKI CHECKED BY: M. CHACHAKIS

BUFFERED SHOULDERS

PAVEMENT MARKINGS FOR

TRANSPORTATION

SHOULDER WIDTH MIN 5'

BUFFER MIN 2', 3' TYPICAL11'

11' BUFFER MIN 2', 3' TYPICAL

SHOULDER WIDTH MIN 5'

30'

45°

2. REFER TO GUIDE SHEET TR-1210_04 FOR PAVEMENT MARKING LINE AND BUFFER DETAILS.

1. BUFFERED SHOULDERS SHOULD BE USED ON ROADWAYS WITH SPEED LIMITS Ç 45 MPH.

NOTES:

TAPER

25' BUFFER

DIRECTED

OTHERWISE

50' TYP. OR AS

ROAD

INTERSECTING

ROAD

INTERSECTING

ROAD

INTERSECTING

ROAD

INTERSECTING

DRIVE

PRIVATE

DRIVE

PRIVATE

DRIVE

PRIVATE

DIRECTED

OTHERWISE

10' OR AS

TAPER 25'

BUFFER WIDTH TRANSITIONS

TAPER 25'

BUFFER WIDTH TRANSITIONS

25' BUFFER TAPER

2' TYP. 2' TYP.

SHOULDER WIDTH VARIABLE

BUFFER WIDTH MAX 3' TYP.

TYPICAL BUFFERED SHOULDER DETAIL

TYPICAL BUFFERED SHOULDER WITH INTERSECTING ROADWAYS

TYPICAL BUFFERED SHOULDER WITH INTERSECTING ROADWAY AT CURVE

2' TYP.4' MIN.

EPOXY RESIN PAVEMENT MARKINGS, SYMBOLS AND LEGENDS

8" WHITE LINE, PAID FOR UNDER ITEM NO. 1210105:

6" WHITE EDGE LINE

EPOXY RESIN PAVEMENT MARKINGS, SYMBOLS AND LEGENDS

8" WHITE LINE, PAID FOR UNDER ITEM NO. 1210105:

2' LINES AT 4' SPACES

6" WHITE DOTTED EXTENSION LINE

SEE TABLE A

15'

EDGE OF ROADWAY

MIN.

EDGE OF ROADWAY

(REPRESENTS PLACEMENT DISTANCE)

TRANSVERSE BAND TYP.

41-2201

24" TYP

15'

50'

6" WHITE EDGE LINE

MINIMUM FROM THE GATE.

CENTERLINE, 15' MINIMUM FROM THE NEAREST RAIL OR 8'

24" STOP BAR SHOULD BE PLACED 90°TO THE ROADWAY

20'

SEE TABLE A

15'

EDGE OF ROADWAY

MIN.

EDGE OF ROADWAY

(REPRESENTS PLACEMENT DISTANCE)

TRANSVERSE BAND TYP.

41-2201

24" TYP

24'

16'

60'

20'

≥ 10'

WIDTH

LANE

WIDTH

LANE < 10'

4" DOUBLE YELLOW

CENTERLINE TYP.

6" WHITE EDGE LINE

4" DOUBLE YELLOW

CENTERLINE TYP.

TYPICAL RAILROAD GRADE CROSSING DETAIL (LANE WIDTH > 10')

TYPICAL RAILROAD GRADE CROSSING DETAIL (LANE WIDTH < 10')

MINIMUM FROM THE GATE.

CENTERLINE, 15' MINIMUM FROM THE NEAREST RAIL OR 8'

24" STOP BAR SHOULD BE PLACED 90°TO THE ROADWAY

THE YIELD AHEAD OR STOP AHEAD SIGN.

TO THE CROSSING, THE 41-2201 SIGN SHALL BE INSTALLED UPSTREAM FROM

4. IF A YIELD AHEAD OR A STOP AHEAD SIGN IS INSTALLED ON THE APPROACH

ACROSS THE TRACKS.

3. LONGITUDINAL PAVEMENT MARKINGS SHALL BE INSTALLED CONTINUOUSLY

DETAIL (MULTIPLE LANES)".

IN EACH APPROACH LANE. SEE DETAIL "TYPICAL RAILROAD GRADE CROSSING

THE APPROACH LANES AND INDIVIDUAL R X R SYMBOLS SHOULD BE USED

2. ON MULTI-LANE ROADS THE TRANSVERSE BANDS SHOULD EXTEND ACROSS

1. RAILROAD MARKINGS SHALL BE WHITE.

NOTES:

6'-0"

11 ½"

5.75 S.F.

TABLE A

POSTED OR 85TH

PERCENTILE SPEED

M.P.H.

FT.

DISTANCE

MINIMUM

20'

67.5 S.F.

16"

20'

67.5 S.F.

16"

6.6'

1.6'

3.3'

ROADWAY.

MINIMUM DISTANCE FROM A PARALLEL

CROSSINGS LOCATED LESS THAN THE

ADJUST DISTANCE AS NEEDED FOR

SEE TABLE A

15'

EDGE OF ROADWAY

MIN.

EDGE OF ROADWAY

(REPRESENTS PLACEMENT DISTANCE)

TRANSVERSE BAND TYP.

41-2201

24" TYP

15'

50'

4" WHITE BROKEN LANE LINE TYP.

MINIMUM FROM THE GATE.

CENTERLINE, 15' MINIMUM FROM THE NEAREST RAIL OR 8'

24" STOP BAR SHOULD BE PLACED 90°TO THE ROADWAY

20'

6" WHITE EDGE LINE

4" DOUBLE YELLOW

CENTERLINE TYP.

TYPICAL RAILROAD GRADE CROSSING DETAIL (MULTIPLE LANES)

15'

MIN.

50'

4" WHITE BROKEN LANE LINE TYP.

4" WHITE SOLID LANE LINE TYP.

6" WHITE EDGE LINE

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_11

-GUIDE SHEET

DESIGNER/DRAFTER: B. MYSKOWSKI CHECKED BY: M. CHACHAKIS

RAILROAD GRADE CROSSINGS

PAVEMENT MARKINGS FOR

TRANSPORTATION

NOTE: THE AREA (S.F.) OF PAVEMENT MARKING SYMBOLS IS APPROXIMATE.

8" 8"

36"

BICYCLE LANE SYMBOL MARKINGS

4.7 S.F.

1'-8" 1'-8"

3'-4"

6'-0"

3'-4"

40°

9.7 S.F.

SYMBOL MARKING

SHARED LANE

DRIVE

PRIVATE

3'-4"

6'-0" (typ.)

5.3 S.F.

6'-0"

NOT TO SCALE

STATUTE SECTION 14-251.

OWNED ROADS WITH CURB BUMP-OUTS, REFER TO CONNECTICUT STATE

16 REDUCTION TO 10' ALLOWED FOR INTERSECTIONS ON CITY OF NEW HAVEN

RECOMMENDED.

15 ONE BIKE SYMBOL PER BIKE BOX REQUIRED. ONE BIKE SYMBOL PER LANE

14. REFER TO GUIDE SHEET TR-1210_04 FOR PAVEMENT MARKING LINE DETAILS.

BOX IS PROVIDED.

13 TURNS ON RED SHALL BE PROHIBITED FROM ANY LANE WHERE A BICYCLE

INTERVAL SHALL BE DISPLAYED WITHOUT THE NEED FOR ACTIVATION.

LOCATED ACROSS MULTILANE APPROACHES. THE PEDESTRIAN CHANGE

12 COUNTDOWN PEDESTRIAN SIGNAL HEADS ARE REQUIRED FOR BICYCLE BOXES

FROM THE EDGE OF THE PAVEMENT WHERE THERE IS NO CURB.

MARKINGS SHOULD BE AT LEAST 11 FEET FROM THE FACE OF THE CURB, OR

11 ON STREETS WITH ON-STREET PARKING THE CENTERS OF THE SHARED LANE

EDGE OF THE PAVEMENT WHERE THERE IS NO CURB.

SHOULD BE AT LEAST 4 FEET FROM THE FACE OF THE CURB, OR FROM THE

LESS THAN 14 FEET WIDE, THE CENTERS OF THE SHARED LANE MARKINGS

10 ON STREETS WITHOUT ON-STREET PARKING AND WITH OUTSIDE TRAVEL LANES

9. AREA OF PAVEMENT MARKING SYMBOLS AS INDICATED IS APPROXIMATE.

HAVE A SPEED LIMIT ABOVE 35 MPH, EXCEPT IN SHARED TURN LANES.

8. SHARED LANE MARKINGS SHOULD NOT BE PLACED ON ROADWAYS THAT

NO GREATER THAN 250 FT.

7. IF USED, SHARED LANE MARKINGS SHOULD BE SPACED AT INTERVALS

THAN 500 FT.

6. BICYCLE LANE MARKINGS SHOULD BE SPACED AT INTERVALS NO GREATER

5. PAVEMENT MARKINGS USED ON BIKEWAYS SHALL BE RETROREFLECTIVE.

TO A CURB, GUIDE RAIL, OR OTHER VERTICAL SURFACES.

4 5 FEET WIDE BICYCLE LANES SHALL BE USED IF IMMEDIATELY ADJACENT

AND MAINTAINED BY THE MUNICIPALITY.

1. IF USED, BICYCLE PAVEMENT MARKINGS AND GREEN PAVEMENT TO BE OWNED

NOTES:

LONGITUDINAL SPACING

TYPICAL

ROAD

INTERSECTING

LIMITS OF BUS STOP

50'

MIN 5'

MIN 4'

MIN 11'

20'

MIN

50'

MAX 26'

MIN 22'

20'

MIN

25'

MIN

8' RECOMMENDED

MIN 7'

MIN 5'

10'

MIN 4'

TYPICAL BICYCLE LANE AND SHARROW MARKING DETAIL

MIN 11'

20'

10'

MIN 4'

MAX 26'

MIN 22'

20'

MIN

25'

MIN

LESS THAN 10.5'

5' MIN IF PARKING + BUFFER WIDTH

4' MIN

BUFFER MIN 2'

8' RECOMMENDED (TYP.)

7' MIN

DRIVE

PRIVATE

MIN

50' 6'

50'

MIN 2' BUFFER

MIN 4'

50'

MIN 2' BUFFER

WIDTH LESS THAN 10.5'

PARKING-SIDE BUFFER

5' MIN IF PARKING +

4' MIN

MIN 2' BUFFER

LIMITS OF BUS STOP

30'

MIN 2' BUFFER

MIN 4'

50' 25'

25' 25' 25'100'

TYPICAL SHARED BICYCLE LANE AND TURN LANE DETAIL

50'

MIN 10'

MIN

6'6'

10'

MIN

TYPICAL BICYCLE BOX DETAIL

PROJECT TITLE: PROJECT NO.: DRAWING NO.:

SHEET NO.:

SIGNATURE BLOCK: DRAWING TITLE:

TR-GS_12

DESIGNER/DRAFTER: B. MYSKOWSKI CHECKED BY: M. CHACHAKIS

BICYCLE FACILITIES

PAVEMENT MARKINGS FOR

TRANSPORTATION

TYPICAL BUFFERED BICYCLE LANE AND SHARROW MARKING DETAIL

BIKE LANE

EXTEND YIELD LINE ACROSS

3' LINE AT 9' SPACES

6" WHITE DOTTED BICYCLE EXTENSION LINE

THE LIMITS OF A BUS STOP

3' LINE AT 9' SPACES WITHIN

BICYCLE EXTENSION LINE

OPTIONAL 6" WHITE DOTTED

SIGN #31-0504

OPTIONAL

3' LINE AT 9' SPACES

6" WHITE DOTTED BICYCLE EXTENSION LINE

3' LINE AT 9' SPACES

6" WHITE DOTTED BICYCLE EXTENSION LINE

6" WHITE SOLID EDGE LINE

6" WHITE EDGE LINE

3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

6" WHITE DOTTED

3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

6" WHITE DOTTED

3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

6" WHITE DOTTED

3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

6" WHITE DOTTED

3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

6" WHITE DOTTED

3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

6" WHITE DOTTED

SIGN #31-0504

OPTIONAL

3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

6" WHITE DOTTED 3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

OPTIONAL 6" WHITE DOTTED

THE LIMITS OF A BUS STOP

3' LINE AT 9' SPACES WITHIN

BICYCLE EXTENSION LINE

OPTIONAL 6" WHITE DOTTED 6" WHITE EDGE LINE

AT 45°ANGLE

8" CROSSHATCH

3' LINE AT 9' SPACES

BICYCLE EXTENSION LINE

OPTIONAL 6" WHITE DOTTED

SIGN #31-0504

OPTIONAL

AND 31-0505

SIGNS #31-0123

AND 31-0505

SIGNS #31-0123

EDGE LINE

6" WHITE SOLID

3' LINE AT 9' SPACES

6" DOTTED BICYCLE EXTENSION LINE

SIGN #31-0504

OPTIONAL

WHEN POSSIBLE

MAST ARM / SPAN WIRE MOUNTED

SIGN #31-0830/#31-0819

3' LINE AT 9' SPACES

6" WHITE DOTTED BICYCLE EXTENSION LINE

BICYCLE EXTENSION LINE

OPTIONAL 6" WHITE DOTTED

ON-STREET PARKING

01_Willetts-Montauk

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Montauk

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Maple

Willetts_Maple_Montauk.pdf

01_Willetts-Montauk

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Montauk

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Maple

Willetts_Plans.pdf

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Montauk

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Maple

Willetts_Plans.pdf

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Montauk

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Maple

Willetts_Plans.pdf

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Sheets and Views

Montauk

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Maple

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Montauk

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Maple

File details come from the government source that posted it. Updated Jul 3, 2026.