typs 2016 stamped 11x17 - new york · 12/1/2015 · typical bike routes 4" solid white line...

•• oooau: YWDW COilDI LINE (TYP.)

6" SOLI) 'OtiTL (TYP.)

Q~b;;;;SOUO'OtiTL~(TYP.) r;b;b======r-~~~~~--~·-··•··· ~~ LE s~ como UKE (TYP) a· SOLID 'OtiTL (TYP.)

I .. Y[UOW (TYP.)

6" SOUO WHITE (lYP.) 6" SOUO WHITE (TYP.)

8" WHITE SHORT como UIIE (TYP)

6" souo YW.DW (TYP.)

a· souo 'OtiTL (TYP.)

•• souo 'OtiTL (TYP.)

4• OOUBL£ 'I"EU.OW C(NTER UKE (TYP.)

HIGHWAY EXIT GORE

C!TY OF NEW YORK

= 4" SOUO WHITE (TYP.)

CLOVER LEAF INTERCHANGE

OEPARTMDIT OF TRANSPORTATION

TRANSPORTATION PLANNING AND MANAGEMENT (TP&M)

28- 1 1 Queens Plaza North LI.C .. N.Y. 11101

4. DOUBlE YEllOW CDIT'ER UKE (TYP.)

=

HIGHWAY ENTRANCE GORE

12" WHITE CROSS HATCHING 100' min •hort•r for amoll oreo

6" SOLO 'OtiTL UKE 1YI'

CROSS HATCHING ADJACENT TO EDGE LINE

TYPICAL PAVEMENT MARKINGS

EDGE LINES FOR PARKWAYS & HIGHWAYS

6"

EDGE LINE DETAIL

NOTES:

1. This drawing repaces OWCS. ~ MC-89A; MG-«3; MG-444.

2. The actual length of the gores and cross sections shall be designed by on engineer based on actual street layout and traffic conditions according to AASHTO requirements.

3. For city streets see typical drawing TSC-1.

Drown by D. NE!,S9N I-..;;.SH;.;;E;;.:;ET;;...:2:....;.0F_ 18..:...._-, Checked by S BAI!KHO & f. A2EB ORAWINC

B«ough Scale NOJ TO SCAb£ NO. TEL- 1 Effective Ooto 12/01/2015

ONE WAY

TRAFFIC

TWO WAY

TRAFFIC

ONE WAY

TRAFFIC

TWO WAY

TRAFFIC

ONE SIDE 60 DEGREE ANGLE PARKING

4" DOUBLE YEI.I.OW UNE (lYF>.)


<" SOUD WHITE ('NP.)

~ CURB {lYF>.)


r CURB {lYF>.)

/ _

~ I ___L

" I 1- ;... ....

4" SOUD WHITE (lYF>.) 8'-6

= = \ \

\_ 4" DOUBLE YELLOW

\_ CURB (lYF>.) UNE (lYF>.)


(o ....

:.,. tl)

C11Y Of NEW YORK DEF'ARTMEI'IT Of TRANSPORTATION


28-11 Queens Plozo North L.I.C., N.Y. 11101

8'-6"

8'- 6"

ONE SIDE 60 DEGREE ANGLE PARKING OTHER SIDE PARALLEL PARKING

0 N

·I 4" DOUBLE YEU.OW UNE (lYF'.)


~ I ___L

I I· ' (=-~<~> = (o


(o

--

I 1-;... ...

r- 4" SOUD WHITE {lYP.)

= =

\ (o

0 tl)

;... <0

\_ 4" DOUBLE ~lOW UNE (lYF>.)



ANGLE PARKING

BOTH SIDES 60 DEGREE ANGLE PARKING

0 "'


a·-6· I I - 4" SOUD WHJTE (TYP.)

Ill t II 8 BOTH SIDES 90 DEGREE

ANGLE PARKING

8'-6" I I 4" SOUD WHITE (lYP.)

8 '-6"

=

I I· 4" DOUBLE YELLOW CEI'ITER UNE {lYF>.)

-'-'-1 I -'-'-I r ._._.I I 8'-------'--·~ _ ___L


NOTES:

1. For 60' porking, if the parking stall width is increased from 8' -6" to 9', the minimum required parking stall depth shall be 18' instead of 20'.

____ _....O. _,AM""'lN SHEET 3 OF' 18

S SARKHQ & F !\ZER QRAWING All

BIKE ROUTE

CURB (TYP.)

b N

==:> f 4" SOLID WHITE (TYP.) ~ ... ~.~ ... ~ I

..,. \CURB (TYP.)

ONE SIDE ANGLE PARKING OTHER SIDE NO PARKING

8'-6" I 4" SOLID WHITE (TYP )

r- f CURB (TYP.)

I j "N

= ...

... ~ - ... ~ -... \ CURB (TYP.)


CnY OF NEW YORK DEPARTMENT OF TRANSPORTATION


28-11 Queens Plaza North LI.C., N.Y. 11101

CURB (TYP.)

..... ...

\CURB (TYP.)

ONE SIDE ANGLE PARKING OTHER SIDE PARALLEL PARKING

CURB (TYP.)

b

==:>

('I

f 4" SOLID WHITE (TYP.) ~

CURB (TYP.)


60 DEGREE BACK-IN ANGLE PARKING

8'-s"

==:>

CURB (TYP.)

4" SOLID WHITE (TYP.) ... ~ b "'

CURB (TYP.)


I 4" SOLID WHITE (TYP)

8'-6" !CURB (TYP.) -I

to

==:> r 6" SO~ID WHITE (TYP.)

... (o ... I "'-... CURB (TYP.)


to ...

90 DEGREE BACK-IN ANGLE PARKING


BIKE LANE

8'-6" -

6" SOLID WHITE (TYP.)


CURB (TYP.) I 4" SOLID WHITE (TYP.)

V. ~

,_ ! 6" SOLID WH

1

1TE (TYP.) ==:> ;..,

"'

... \ \.

in I ... I

"'' CURB PARKING "'- CURB (TYP.)


NOTES:

1. For 60' parking, if the parking stall width is increased from 8' -6" to 9', the minimum required parking stall depth shall be 18' instead of 20'.

___ ___:::D·..:.:~::::.:IN SHEET 4 Of 18

S. IIARKHO & F. AZER DRAWING

BIKE ROUTES & BIKE LANES ALONG ANGLE PARKING All

Typical Bike Routes

4" Solid white line

parkin optional) <..C

= .. , 4" Solid white line (optional)

Detail A: Longitudinal Placement at Approaches

Detail B: Bike Boxes along Bike Routes

4" Solid white

Symbol on center with stop bar

5'

~

Symbol on center with travel lone

Shorrows should be placed 15' from the crosswalk or property line. Where o STOP message or other marking would obstruct the normal placement of the shorrow. the shorrow should be placed 5' from that marking.

The entrance of the bike box should consist of three full 2' dashes and two full 4' gaps, or 14' typically.

4" White short dotted line

Regular Crosswalk Hi-viz Crosswalk Multiple Lones

Detail C: Treatments across Driveways & Alleys

----ill >}4~ ~ty~) [ 4" Solid white line ll _:~_ <~:~> £ 4"

----n\L=v---,-,,-------..'-Curb~ (

At driveways with frequent ingress/egress, break parking lone line with short dotted line across curb cut, including flares.

CITY Of N£W YORK

At alleyways, break parking lone line with short dotted line across alley, including curb returns.

DEPARTMENT Of TRANSPORTAnON

TRANSPORTATION PLANNING AND MANAGEMENT {TP&M)

28- 11 Queens Plaza North LI.C., N.Y. Ill 01

White short dotted line

Install two chevrons for a typical driveway or alley 1 0' -24' wide. More chevrons may be installed for wider driveways.

ll;lll ' \:

(( (( (( <..C .. , No

on

One chevron at each end of the intersection

I' , n I . J lllllllll (( (( (( ((

» >> >> >>

11 1 11 11~1111

See Detail A

parking (optional)

orkin (optional)

Bike Route Intersection Markings

1 1 r ~~i~~n chevrons

~~~~~~~~~ •ha"aw'

Chevrons shall be installed even where no turning conflict exists.

L No markings ot top of T -intersection

Typical Passing Permitted Shared Lanes

\ parking (optional) <..c <..C

\ - -.. , .. , ( \

( 1-

50' (typ) \_ .. 4 Yellow sk1p lme (typ)


BIKE ROUTES

<..c

parking (optional) \

.J

Treatment shall only be installed on blocks >550' with low volumes permitting o two-direction passing zone marking.

4" Double yellow line

NOTES:

1. Sllorrows should be 12' offset from the curb where there is curbside parking lane. In mast others coses shorrows should be 4' offset from the curb or lane line.

2. In addition to the sharrows placed at the ends of the block in accordance with Detail A, o shorrow shall be placed at least every 1 oo·.

3. Bike symbols, sharraws, and chevron shall be installed as per typical drawing TAR-1.

4. Some design features not annotated or dimensioned ore provided for illustrative purposes.

Drawn by D. NELSON Chte~O<Iby~

NOT TO §CAL£ 12/01/201~

SHEET 5 OF 18

DRAWING

HO. TBL-2

Uncontrolled Intersection

Uncontrolled Intersection

Typical Bike Lanes Adjacent to Curb

LSee Note 1

6" Solid while line (typ)

Typical Bike Lanes Adjacent to Parking 10' 10' \ r ,.r-4" Solid white line (typ) rsee Note 1 1 \. /I I parking -.. .. ..

I \ --I \ I --... ... ...

( \ I parking -I v_ 6" Solid white line (typ) Q. Q. I ~

.:;. ]!;>

~ "' "' I

"'

Detail A: Treatment at Right Turn Conflicts

Controlled Intersection

Controlled Intersection

With Crosswalk Without C lk 6" Short dotted

~~~~~~~:~~~s~-s~~~~~-~_~:f white line (typ) =

parking (opt) parking (opt)

Detail B: Treatments Across

r 6" Short dotted white line

4' (t=iiyp) ~ I . r 4" Short dotted white line

... . ~ -» j'£._ c b / ur

--;,~-r-----,-,--'

At driveways with frequent ingress/ egress, break bike lone with short dotted line across curb cut, including flares.

I , ~ J ~~

Driveways and Alleys

See Note 4\ 4' (typ)

l k;: Curb~ X :»: ~

At alleyways, break bike lone lines with short dotted line across alley, including curb returns.

CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION

Typical Buffered Bike Lanes (Curb Adjacent)

/ ..C .. .. ~~

z z

<" 2 z \ I FJ ... ... ...

( See Detail cS:

Typical Buffered Bike Lanes (Parking Adjacent)

\_ ! I

Detail E: Treatments Across Bus Stops

- -<~- - - - - - - - - -

- -., - - - - - - - - -

Bus stop 6" Short dotted white line (typ)

Shored lone marking p laced where bicycle marking would otherwise be.

Detail C: Bike Lane Buffer (Parking Prohibited)

Travel lone

! !I -----~(~----\~...., __ 3_0.-------_.('.._~ __ _..>- 4" Solid white line (typ)

\: 8" Solid white line (typ)

= Bike lone =

Detail D: Bike Lane Buffer (Parking Permitted)

/\~- = Travel lone =

:~!r 7 \ z )- 4" Solid white line (typ) NAJ

20' 10'

\_ 8" Solid white line (typ)

= Bike lone =


NOTES:

1. Bicycle symbols shall be installed ot each end each block with additional symbols at least every 200' . For typical blocks of 450' or less, o single midblock symbol is typical.

2. Bicycle symbols, shorrows, and chevrons shall be installed os per typical drawing TAR- 1.

3. Some design features not annotated or dimensioned ore provided for illustrative purposes.

4. Install two chevrons for a typical driveway or alley 10 ' - 24' wide. More chevrons may be installed for wider driveways or alleys.

5. Unpaved area shall extend out opprox. 3" from all four sides of a symbol. Green point may be omitted where the bike lone is not wide enough to accommodate at least 4" of green point between the unpainted area and the lone stripe.

6. This drawings replaces TBB- 1.

----"'0.-'N'-"ElSO~N SHEET 6 OF 18 ___ _,.S:....BAR""""K""'HO DRAWING

U .C., N.Y. 11101 BIKE LANES & BU FFERED BIKE LANES All. TRANSPORTATION PLANNING AND MANAGEMENT (TP&M)

28-11 Queens Plaza North

NO TURNING CONFLICT

WITH CROSSWALKS NO CROSSWALKS

J BIKE INTERSECTION MARKINGS ij WHITE SHORT DOTTED LINES

- ' \IHITE SHORT DOTTED LINE

111111111 ,_____ ---,,.Jf------7'--1.----

4' \JHITE SHORT DOTTED LINE

...

CROSS STREET WITH SINGLE OR MULTIPLE MOVING LANES

STREETS WITH ONE-WAY BICYCLE LANE DIRECTION

WITH TURNING CONFLICT

WITH CROSSWALKS NO CROSSWALKS

CHEVRONS MUST BE INSTALLED IN THE MIDDLE OF THE MOVING lANE AND CLOSE TO CROSSWALKS

n HI-VIZ BIKE INTERSECTION MARKINGS CHEVRONS WITH WHITE SHORT DOTTED LINES

... l< = ]<= ==-_ ..... r,_-_-_-_-_ -_ -<==' = = -=a - -1 1111:11111

CROSS STREET WITH SINGLE MOVING LANE

CHEVRONS MUST BE INSTALLED IN THE MIDDLE OF MOVING LANE AND 15' TO 20' FROM INTERSECTING CURBLINE

WITH AND WITHOUT TURNING CONFLICT

CHEVRONS MUST v BE INSTALLED IN HI-VIZ BIKE INTERSECTION THE MIDDLE OF fi fi fi MARKINGS CHEVRONS WITH EACH MOVING U U U SHORT DOTTED LINES

LANE AND CLOSE

TO CROSSWALKS _lllllllllll~ .::::..-----31 -~ :<C r<=~ -«= _r ... _____ . __ _

<¢=' _ = <:=:»

~1~111

1 n nn

CROSS STREET WITH MULTIPLE MOVING LANES

STREETS WITH TWO-WAY BICYCLE LANE DIRECTIONS

NO TURNING CONFLICT

WITH CROSSWALKS

BIKE INTERSECTION MARKINGS WHITE SHORT DOTTED LINES

NO CROSSWALKS

= = ===~ .. :::::::_- : : : : : : : _: ..:::E=====

CROSS STREET WITH SINGLE OR MULTIPLE MOVING LANES

CITY OF NEW YORK DEPARtMENT Of TRANSPORTATION


28-11 Queens Plozo North l.I.C .. N.Y. 11101

WITH TURNING CONFLICT

WlTH CROSSWALKS NO CROSSWALKS

CHEVRONS MUST BE INSTALLED IN THE MIDDLE OF THE MOVING LANE AND CLOSE TO CROSSWALKS

HI-VIZ BIKE INTERSECTION MARKINGS CHEVRONS WITH WHITE SHORT DOTTED LINES

CROSS STREET WITH SINGLE MOVING LANE

n CHEVRONS MUST BE INSTALLED IN THE MIDDLE OF MOVING LANE AND 15' TO 20' FROM INTERSECTING CURBLINES


WITH AND WITHOUT TURNING CONFLICT

CHEVRONS MUST BE INSTALLED IN THE MIDDLE OF EACH MOVING LANE AND CLOSE

n n u HI-VIZ BIKE INTERSECTION MARKINGS CHEVRONS WITH WHITE SHORT DOTTED LlNES

TO CROSSWALKS - llllllllllllp '-------'4 .«: :«: 3<: ~ .<C_ -1--------

-----r-~ - - = ======J~::::::-: ~- ~ .. ::::::::=::::=====

BIKE INTERSECTION MARKINGS WHITE PEG-A-TRAKS

CROSS STREET WITH MULTIPLE MOVING LANES

BIKE LANES THROUGH INTERSECTIONS

NOTES:

1. In non-typical cases with complex street geometry. design shall be done by engineer with implementation of the principles diogrommed on this drawing.

2. For intersection markings along bike routes . see typical drawing TBL-2.

3. For intersections where bike Iones transition to bike routes, chevrons should be placed across intersection regardless of whether a tuming conflict exists. Additionally. the bike lane may extend into the intersection as two short dotted lines as determined by the engineer.

____ _,.O._,IW.=m SHEET 7 OF 18

S JlARKHQ & f. AZER ORAWINC ALL

Typical Bike Box on a One-Way Street

100' 6" Solid white short dotted line (typ)

parking

parking

4" Solid white line (typ) 6" Solid white line (typ)

Typical Bike Box on a Two-Way Street

100' 6" Solid white short dotted line (typ)

parking

parking

4" Solid white line (typ) 6" Solid white line (typ)

4" Double yellow line (typ)

Typical Bike Box w/ a Buffered Bike Lane

100' 10' 4" Solid white line (typ)

4" Solid white line (typ)

6" Solid white short dotted line (typ)

CITY Or NEW YORK DEPARTMENT or TRANSPORTATION


28-11 Queens Plaza North L.I.C., N.Y. 11101

Detail A: Bike Box at Std Xwalks

Install bicycle symbol on center with travel lone

(j>

~ ~ I '-

0 I a.

Detail D: Bike Box w / o Parking on Opposite Side

No Standing / or No Stopping

Detail E: Bike Crosswalk Angled

Box at Backwards

Perpendicular design ovoids tight ingress to

bike box f rom bike lone.


BIKE BOXES FOR BIKE LANES

Detail B: Bike Box at Hi-Viz Xwalks

Install bicycle symbol on center with travel lone

Detail C: Bike Box across Multiple Lanes

Install chevron on center with travel lone

Detail F: Bike Box at Crosswalks Angled Forwards

NOTES:

1. Closs Ill bike boxes are nat shown here and shall be installed as per typical drawing TBL-2.

-----"'-D._,NEI.SON~ SHEET 8 OF 18 S. 8ARK'10 & f. AZE!! DRAWING

All

4" SOLID YELLOW

12" SOLID WHITE

4" SOLID YELLOW

12" SOLID WHITE (TYP)

STOP CONTROLLED BIKE PATH WITH STANDARD CROSSWALK

4" YELLOW SHORT DOTTED LINE

=

4" YELLOW BROKEN LINE (3' DASH 9' GAP)

BUILDING LINE

STOP CONTROLLED OR SIGNALIZED BIKE PATH WITH HI-VIS CROSSWALK

.c Ia 0.

4" YELLOW SHORT DOTTED LINE

1 2" SOLID WHITE (TYP)

YIELD LINE (OPTIONAL)

-1---4" YELLOW BROKEN LINE (3' DASH 9' GAP)

CITY Of NEW YORK DEPARTMENT Of TRANSPORTATION

TRANSPORTATION PlANNING AND MANAGEMENT (TP&M)

28-11 Queens Plozo North L.I.C .• N.Y. 11101

BUILDING LINE

BIKE STAMP (OPTIONAL)

UNCONTROLLED SHARED BICYCLE I PEDESTRIAN PATH

.c 0 0.

c 0 :s ., "' ., ., 0. '., g_ (.)

iii

~~ 1~' ~ ~~

4" YELLOW_S_H_O-RT_D_O_TT_E_D_L-IN-E----+~-+~--

SR-1263

=

12" WHITE SHORT DOTTED LINE

UNCONTROLLED BICYCLE PATH

[(;

~-' :-E-L-LO_W_S~-:-:-T-D_O_TT_ED_L_IN-E----t~-B-1-' ~~ ~

SR-1263

=

12~ WHITE SHORT DOTTED LINE


BIKE PATH CROSSINGS

I

~

CROSSING MARKINGS DETAILS

-

STOP OR SIGNAL CONTROLLED

< < 4' < 0 9~ ~ -)) ))

UNCONTROLLED - - - -<< -&>E - - - - -

One pair of chevrons must be added for each additional moving lone positioned at the center of the lone

For crosswalk detail see typical drawing TCW-1

____ 0"'-.""'AM'"'IN SHEET 9 OF 18 S !W!Kt!Q & f AZER ORAWINO

AI.

CfTY Of NEW YORK DEPAR'TMEI'IT Of TRANSPORTI\TION

TRANSPORTATION PLANNING AND MANAGEMENT (TP&:M)

28-11 Oueena Plozo North LI.C .. N.Y. 11101

4.. SOLID WHITE

8" Solid white parking lone line or 8" White short dotted line ot turns

...................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

4" Solid white parking lone line or Curb line

/ · .

TYPICAL BUS LANE

RIGHT TURN TREATMENT 8" WHITE SHORT DOTIED LINE

4" WHITE SHORT DO TIED LINE

BUS LANE DETAIL

traffic direction <===:>

travel lone side


BUS LANES

Bus Only message w/o red point (message per typical drawing TWM- 1)

0. NELSON & f. AZER SHEET 10 OF 18

S !!AAKHQ & f. AZER OAAWINO ALL

TYPICAL RUMBLE STRIP BROKEN OR SOLID

/1 LANE LINES (TYP.)

I CENTER LINE OR CURB LINE \ v 1/

~ CURB OR CONCRETE TYPICAL BICYCLE RUMBLE STRIP

\ ..:::.

7

8"

PLAN VIEW RUMBLE STRIP

(ONE LOCATION)

8"

6"

A- 1

A- J

4" ~--------------·-

8"

BARRIER

30" ON CENTER (ALL STRIPES, ALL PADS)

r PAVEMENT SURFACE

77777/7777

~2" TOTAL HEIGHT (@ 4 - 125 MILS "LIFTS")

CROSS SECTION DETAIL A-A: SINGLE TYPICAL STRIPE

CI1Y Of NEW YORK DEPARTMENT OF TRANSPORTATION TYPICAL PAVEMENT MARKINGS

RUMBLE STRIPS TRANSPORTATION PLANNING AND MANAGEMENT {TP&M)

28-11 Queens Ploto North L.I.C .. N.Y. 11101

BIKE LANE STRIPING

6" (TYP.)

5'-6' (TYP.)

PLAN V'EW RUMBLE STRIP

(ONE LOCATION)

6"

4"

BIKE LANE STRIPING

4" THERMOPLASTIC STRIPING

6" THERMOPLASTIC STRIPING PAVEMENT

SURFACE

1/4" TOTAL HEIGHT (@ 2 - 125 MILS "LIFTS")

CROSS SECTION DETAIL B-B: SINGLE TYPICAL STRIPE

Crown by _ K. KUSU1CK j....-.::=~.::;_:;;:_

Cheeked by S BAAKHQ & f. AZ~B

NOT TO SCAL£

12/01/2015

100'

6' varies 6' 50'

o· to 10'

CROSSWALK OR SPEED TABLE AREA

~ ~-479

C.L. OF TRAVEL LANE AND C.L. OF WORD MESSAGE

--cl. OF ROADWAY

] SW-479

50'

100'

SPEED BUMP SYMBOL AND WORD MESSAGE INSTALLATION FOR TWO-WAY STREETS

6' varies 6'

0 •• w·n CROSSWALK OR SPEED TABLE AREA

r C.L "" "'""' .....

........... - AND C.L.:F WORD ME:~ - ---=:::::::> - ~ 1- ... 7 .? .., "" ..:. ::>- c:

~

BUMP j

SW-479 01 AHEAD SW-518 50'

W13·1 20 100'

SPEED BUMP SYMBOL AND WORD MESSAGE INSTALLATION FOR ONE-WAY STREETS

CITY Of' NEW YORK OEPARTIAENT OF 'TRANSPORTATION TYPICAL PAVEMENT MARKINGS TRANSPORTATION PLANNING AND MANAGEMENT (TP&M) SPEED BUMP MARKINGS

28-l 1 Queens Plozo North L.I.C., N.Y. 11101

0 I

(o

6' -0" (TYP.)

"BUMP" SYMBOL LAYOUT

NOTES:

1. On multilane roadways one bump symbol and one word message shall be installed for each travel lone.

2. For bump message detail see typical drawing TWM- 1. 3. For streets with bike Iones see typical drawing TSR-1.

_____ ____,M"-'.F. SHEET 12 OF 18 S. BARKHO & f'. AZER DRAWING

ALL

50'

4' 'G)

r ·-ri ~ in!

4>- ):r

==:>

~ ~ ~~~ ........... ~

~

4~ .. \_ C.L OF ROAOWAY

~ ~

~ c:::::

~ !5:::.:: ~

~ io ., ( \

'G) \_ \ \ 50' \ '\\_ 4" SOUD WHITE

" " (TYP.) DETAIL A

INSTALLATION FOR TWO-WAY STREETS

~ ~ .. ~ .. >- c:::::

!5:::.:: ~ ~1 ~ --all ~

(

~ .,

\ io

'G) \_ \\ \ 10' ~ 4" SOUD WHITE 50'

" . (TYP.) DETAIL A

INSTALLATION FOR ONE - WAY STREETS

CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION TYPICAL PAVEMENT MARKINGS TRANSPORTATION PLANNING AND MANAGEMENT (TP&M) SPEED REDUCERS FOR BIKE LANES 28-1 1 Oueens Plozo North L.I.C., N.Y. 11101

..

AT SPEED

BIKE LANE CENTERLINE

BUMPS

l()

4'

BUMP EDGE

DETAIL "A"

NOTES:

1. For speed bump markings installation see typical drawing TSB-1.

OrGwn by _____ ~lN

CMc"od by S. BABKHO & £ AZ[R AI.

NOT TO SCAb£ 12/01/2015

SHEET 13 OF 18

DAAWINC

ND. TSR-1

DOUBLE YELLOW C.L.

C.L. OF LANE

24" WHITE STOP LINE (TYP.)

STOP LINE 8' FROM GATE (IF PRESENT)

/ C.L. OF LANE

0 N

~.:...~ l.~------~----------~1~·-~ ~ .- SEE TABLE 2C-4 DYNAMIC ENVELOPE PAVEMENT MARKING (OPTIONAL)

25' 25'

50'

PAVEMENT MARKING SYMBOL*

SEE DETAIL "A"

*When used, o portion of the pavement marking symbol should be directly opposite the Advance Warning Sign (Wl0-1 ). If needed, supplemental pavement marking sumbols(s) may be placed between the Advance Warning Sign and the crossing , but should be ot least 15 meters (50 ft) from the stop line.

Table 2C-4. Guidelines for Advance Placement of Warning Signs

Advance Placement Distance' Posted Condition A: Condition B: Deceleration to the listed advisory speed (mph) for the oondltion or 85th- Speedreduollon

Percentile and'-Speed changing in

heavy traffic' 0' 10' 20' 30' 40' 50' 60" 70'

20mph 22511 10011' NIA' - - - - - -2Smph 325ft 100 II" NIA' NIA' - - - - -30mph 46011 100 It" NIA' NIA' - - - - -3Smph 565ft 100ft" NIN NIA' N/A6 - - - -40mph 670ft 125ft lOOft' 100ft' N/A4 - - - -4Smph 775ft 175ft 12S it 100 It' 100fl' N/A6 - - -SO mph 88511 250 ft 200ft 17511 125ft 10011' - - -55 mph 990ft 325ft 275 ft 225ft 200ft 125ft NIA' - -60mph 1,100fl 4001t 350ft 325ft 275ft 200ft 100fl' - -65mph 1,200 11 47511 4501t 400ft 350ft 275ft 200ft 100ft< -70mph 1,25011 550ft 52511 500ft 450ft 375ft 27511 15011 -75mph 1.35011 650ft 625ft 600ft 55011 475 It 37511 250ft 100 II'

CllY OF NEW YORK OEPARTMEfoiT OF TRANSPORTATION

A three-lone roadway should be marked with o centerline for two-lone approach operation on the approach to o crossing.

On multi-lone roods, the transverse bonds should extend across oil approach Iones, and individual RXR symbols should be used in each approach lone.


HIGHWAY-RAIL GRADE CROSSINGS TRANSPORTATION PLANNING AND MANAGEMENT (TP&M)

28-11 Queens Plozo North l.I.C., N.Y. 11101

NOTES:

8'

WIDTH MAY VARY ACCORDING TO

LANE WIDTH

DETAIL "A" 3/16"=1'-0"

1. The distances ore adjusted for o sign legibility distance of 180 feet for Condition A. The distances for Condition 6 hove been adjusted for o sign legibility distance of 250 feet. which is appropriate for on alignment warning symbol sign. For Conditions A and B. warning signs with less than 6-inch legend or more than four words, o minimum of 100 feet should be added to the advance placement distance to provide adequate legibility of the warning sign.

2. Typical conditions ore locations where the rood user must use extra time to adjust speed and change Iones in heavy traffic because of o complex driving situation. Typical signs ore Merge and Right Lone Ends. The distances ore determined by providing the driver o PRT of 14.0 to 14.5 seconds for vehicle maneuvers (2005 AASHTO Policy, Exhibit 3- 3. Decision Sight Distance, Avoidance Maneuver E) minus the legibility distance of 180feet for the appropriate sign.

.3. Typical condition is the warning of o potential stop situation. Typical signs ore Stop Ahead, Yield Ahead, Signal Ahead, and Intersection Warning signs. The distances ore based on the 2005 AASHTO Policy, Exhibit 3-1 . Stopping Sight Distance, providing o PRT of 2.5 seconds, o deceleration rate of 11.2 feet/second2. minus the sign legibility distance of 180 feet.

4. Typical conditions ore locations where the rood user must decrease speed to maneuver through the warned condition. Typical signs ore Turn, Curve, Reverse Turn, or Reverse Curve. The distance is determined by provid ing o 2.5 second PRT, o vehicle deceleration rote of 10 feetjsecond2, minus the sign legibili ty distance of 250 feet.

5. No suggested distances ore provided for these speeds, os the placement location is dependent on site conditions and other signing. An alignment warning sign may be placed anywhere from the point of curvature up to 100 feet in advance of the curve. However, the alignment warning sign should be installed in advance of the curve ond ot least 100 feet from any other signs.

6. The minimum advance placement distance is listed os 100 feet to provide adequate spacing between signs.

-------""M.~F. SHEET 15 Of 18 s. SARKHO & f. AZER DRAWING

All

Typica l Striping Details

·~---------------------------1 4" Solid line (yel low or white)

~-------------------1 6" Solid line (yel low or white)

.1 ______________ _ <Of 8" Solid line (yellow or white)

:_..!.. ______ _

:.:r 12" Solid line (yellow or white) Crosswalk line (white)

~-~--------"1- Stop bar line (white)

Typical Striping Layout

30' 10' ~+ _ ____; __ ______::::::.....___-t====.! ~ Lone line (yellow or white)

g'

~- Short broken line (yellow or white)

~+- Shor t dotted line

3' -H-

(oko peg-o-trok, yellow or white) 4

, 2

,

+ ,f ·+ I II ~ =""T =· Double short dotted line - -

·+========(=yell=ow=) =======~h-<o~-Double solid line _

(yellow center line or white)

4" Solid white line on approach to any controlled intersection

mr 12" Solid white line

c: 0

:;:; 'iii c e ~

CITY OF NEW YORK

6" Solid white line

4" White lone line

DEPARTMEI'IT OF TRANSPORTATION

Typical Flush Median Striping

= Traffic d irection = See Note

= Traffic direction = 12" Sol id ye llow line

4" Double yellow line

Typical Extended Median Striping

= Traffic d irection = See Note 1

= Traffic direction =

12" Sol id yellow line Existing median

4" Sol id

Typical Curbside Channelization Striping

= Traffic direction =

12" Solid white line


NOTES:

1. On local streets, the spacing between cross hatch lines shall be specified based on engineering judgement. Spacing of 30' is appropriate for most applications. 2. On all highways, gores and striping shall be installed as per NYS DOT drawing number 685-01 Pavement Marking Details sheets 3-5 of 9. 3. The actual length of gores and cross hatching shall be designed by on engineer based on actual street layout and traffic conditions according to AASHTO requirements. 4. Topers and returns shown for illustrative purposes only and shall be designed based an engineering judgement.

Drown by ___ ___!,D~. !l,!NE&;LSO""'N 1-=:::::.:_..:..::.....:::.._...;.::.-1 Checked by S. 9ARKHO & F. AZER DRAWING

STRIPING & CROSS HATCHING TRANSPORTATION PlANNING AND MANAGEMENT (TP&M)

28-11 Queens Plozo North L.I.C., N.Y. 11101 NO. TSC-1 Borough All Seolo ___ _JN:!QQTLT!llO'-lSi!<CA!.~E

EHeellve Dote 12/01/2015

Left & Right On ly Arrow

Bicycling Facility Arrow

Large Yield Line

Small Yield Line

·U '''' 3 min 12"mox

CITY OF NEW YORK DEPARTMENT OF TRANSPORTAnD~


28-11 Queens Plaza North l.I.C., N.Y. 11101

Bicycling Faci lity Chevron

90'0'0"'

I 40" I

Bicycling Facility Symbol

Shared Lane Marking "Sharrow"


Bicycling fac ility chevron

ARROWS & SYMBOLS

Bicycling for Use in

Two-way

Faci lity Stamp Pedestrian Areas

One-way (see Note 3)

Walking Facility Symbol

NOTES:

1. All symbols shall conform to the shapes specified in the MUTCD 2004 Standard Highway Signs and Markings (SHSM) Book, Pavement Markings chapter. 2. Preferential Lone Symbols and the following arrows shall be installed as per NYS DOT drawing number 685-01 Pavement Marking Details sheet 8: Turning, Turning/Straight, Straight, Lone Reduction, Diverge, and Romp Arrows. J. One of the two pointers of the Bicycle Stomp may be removed to indicate the intended direction of bicycle traffic.

------~0-~N~E~~O~N ~~~~~~ S. BARKHO & F. AZER DRAWING

Al.L

~ c 0

:.:; (.) Q) L

:.0 (.)

..... 4-

0 L 1-

~

Single

c 0 ....., (.) Q) 1...

-o (.)

'+'+-0 '-I-

Two

Lane Schoo l Message

3" (typ)

g•

Lane School Message

19'-8"

Lateral position of lane line

CllY OF NEW YORK DEPARTMENT OF TRANSPORTATION


28-11 Queens Plaza North LI.C., N.Y. 11101

0

Typica l (BUS

c 0

:.:; (.) Q) L

-o ro (.) ;z '+-0 \.._

1-

ro


WORD MESSAGES

Word ONLY

Message shown)

of trave l lane

NOTES:

1. All messages shall consist of preformed letter shapes as specified in the MUTCD 2004 Standard Highway Signs and Markings (SHSM) Book, Pavement Markings chapter. 2. All messages shall be of on 8' text height, unless otherwise specified. Text height of 2' is typical of messages in bike Iones. 3. All messages consisting of two words or more shall hove 8' between words and be laid out such that the first word is closest to on approaching vehicle. Spacing of 3' between words is typical of messages in bike Iones. 4. Spacing between each letter shall be equal for ony word . Letter spacing shall be 8" unless otherwise specified or as limited by lone width. All messages shall fit within a single lone ond not overtop any striping, unless otherwise specified. 5. All messages shall be aligned on center with travel lone, unless otherwise specified. 6. All letters shall be solid white, unless otherwise specified. 7. This drawing replaces TWM-2 ond TWM-3.

D. NELSON SHEET 18 OF 18

S BARKHO & F AZEll DRAWING All

typs 2016 stamped 11x17 - new york · 12/1/2015 · typical bike routes 4" solid white line...

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