TYPs 2016 stamped 11x17 - Welcome to NYC.gov

1 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 (TYP.) a souo 'OtiTL (TYP.) souo 'OtiTL (TYP.) 4 OOUBL 'I" 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 .. 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.]

2 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 ;;.SH;.;;E;;.:;ET;;..:2:..;. :.._-, 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 UNE (lYF>.) ONE SIDE 60 DEGREE ANGLE PARKING <" SOUD WHITE ('NP.)

3 ~ CURB {lYF>.) ONE SIDE 90 DEGREE ANGLE PARKING r CURB {lYF>.) / _ ~I ___L " I 1-;.. 4" SOUD WHITE (lYF>.) 8'-6 = = \ \ \_ 4 " DOUBLE YELLOW \_ CURB (lYF>.) UNE (lYF>.) ONE SIDE 90 DEGREE ANGLE PARKING (o .. :.,. tl) C11Y Of NEW YORK DEF'ARTMEI'IT Of TRANSPORTATION TRANSPORTATION PLANNING AND MANAGEMENT (TP&M) 28-11 Queens Plozo North , 11101 8'-6" 8'- 6" ONE SIDE 60 DEGREE ANGLE PARKING OTHER SIDE PARALLEL PARKING 0 N I 4" DOUBLE UNE (lYF'.) ONE SIDE 60 DEGREE ANGLE PARKING OTHER SIDE PARALLEL PARKING ~I ___L I I '(=-~<~> = (o ONE SIDE 90 DEGREE ANGLE PARKING OTHER SIDE PARALLEL PARKING (o --I 1.)}}

4 R-4" SOUD WHITE {lYP.) = = \ (o 0 tl) ;.. <0 \_ 4" DOUBLE ~lOW UNE (lYF>.) ONE SIDE 90 DEGREE ANGLE PARKING OTHER SIDE PARALLEL PARKING TYPICAL PAVEMENT MARKINGS ANGLE PARKING BOTH SIDES 60 DEGREE ANGLE PARKING 0 "' BOTH SIDES 60 DEGREE ANGLE PARKING 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 8'-------'-- ~ _ ___L BOTH SIDES 90 DEGREE ANGLE PARKING 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'.}}

5 ____ ,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.) ONE SIDE ANGLE PARKING OTHER SIDE NO PARKING CnY OF NEW YORK DEPARTMENT OF TRANSPORTATION TRANSPORTATION PLANNING AND MANAGEMENT (TP&M) 28-11 Queens Plaza North , 11101 CURB (TYP.) .. \CURB (TYP.) ONE SIDE ANGLE PARKING OTHER SIDE PARALLEL PARKING CURB (TYP.) b ==:> ('I f 4" SOLID WHITE (TYP.) ~ CURB (TYP.))

6 ONE SIDE ANGLE PARKING OTHER SIDE NO PARKING 60 DEGREE BACK-IN ANGLE PARKING 8'-s" ==:> CURB (TYP.) 4" SOLID WHITE (TYP.) .. ~ b "' CURB (TYP.) ONE SIDE ANGLE PARKING OTHER SIDE PARALLEL PARKING I 4" SOLID WHITE (TYP) 8'-6" !CURB (TYP.) -I to ==:> r 6" SO~ID WHITE (TYP.) .. (o .. I "' CURB (TYP.) ONE SIDE ANGLE PARKING OTHER SIDE NO PARKING to .. 90 DEGREE BACK-IN ANGLE PARKING TYPICAL PAVEMENT MARKINGS BIKE LANE 8'-6" -6" SOLID WHITE (TYP.) ONE SIDE ANGLE PARKING OTHER SIDE PARALLEL PARKING CURB (TYP.) I 4" SOLID WHITE (TYP.) V. ~ ,_ ! 6" SOLID WH11TE (TYP.) ==:> ;.., "'.)

7 \ \. in I .. I "'' CURB PARKING "'-CURB (TYP.) ONE SIDE ANGLE PARKING OTHER SIDE PARALLEL PARKING 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.

8 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.]

9 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 , 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 (( (( (( (( >> >> >> 1111111~1111 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.)))))))))))))}

10 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) TYPICAL PAVEMENT MARKINGS 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.))