INFRASTRUCTURE DESIGN STANDARDS STANDARD DETAILS of CONSTRUCTION July 1, 2010 THE CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION DDC Publications STANDARD DETAILS of CONSTRUCTION TABLE of CONTENTS 1. H-1003A PEDESTRIAN CROSSWALKS - MALL TYPE A 25. H·1038 TYPE III BREAKAWAY BARRICADE 2. H-1003B PEDESTRIAN CROSSWALKS - MALL TYPE B 26. H·1040 TRANSVERSE CONSTRUCTION JOINTS FOR CONCRETE BASE 3. H-1004 TYPICAL TEMPORARY PEDESTRIAN PASSAGEWAY IN ROADWAY AREA 27. H-1041 CONCRETE COLLAR AROUND STEAM MANHOLE AND STEAM VALVE DURING CONSTRUCTION 28. H-1042A STANDARD TRENCH OR HOLE RESTORATION IN ACCORDANCE 4. H-1005 BUS STOP IN NEW ROADWAY WITH LOCAL LAW NO. 14 5. H-100SA BUS STOP IN EXISTING ROADWAY 29. H-1042B CONCRETE PAVEMENT RESTORATION 6. H.1009 CHAIN LINK FENCE DETAILS TENSION WIRES TOP AND/OR BOTTOM 30. H-1042C ROADWAY RESTORATION FOR NEWLY CONSTRUCTED ROADWAYS 7. H-1010 STEEL FACED CONCRETE CURB STEEL FACING TYPE D 31. H-1043 STEEL FACED CURB STEEL FACING TYPE D FOR STRUCTURES 8. H-1011 SIDEWALK PEDESTRIAN RAMPS 32. H·1044 CONCRETE CURB 9. H-1012 TIMBER CURB 33. H-1045 CONCRETE SIDEWALK 10. H-1013 ILLUMINATED TIMBER BARRICADE 34. H-1046 STREET TREE PLANTING DETAIL TYPE I 11. H-1014 TEMPORARY PEDESTRIAN STEEL BARRICADE 35. H-1046A PROTECTIVE TREE BARRIER 12. H-1015 STEEL FACED DROP CURB DRIVEWAYS 36. H·1047 TYPICAL CURB DETAIL AT EXISTING TREES 13. H-1017 BAR PICKET FENCE (4'-0" HIGH) 37. H·1049 PLASTIC BARREL 14. H-1021 CHAIN LINK FENCE. DETAILS (SH. 1 TO 4) 38. H·1050 REINFORCED CONCRETE PAVEMENT CONSTRUCTION DETAILS (SH. 1 TO 4) 15. H-1022 BEAM BARRIER FOR DEAD END STREETS 39. H·1051 TEMPORARY WOODEN STEPS 16. H-1029 CRITERIA FOR DESIGN & CONSTRUCTION OF CANOPIES 40. H-1053 DETAILS FOR CONSTRUCTING AREAS OF ADJUSTMENT AND TRANSITION SECTIONS 17. H-1030 STANDARD RECESS IN VAULT CONSTRUCTION TO PROVIDE FOR STREET 41. H-1054 LIMITS OF MEASUREMENT FOR PAYMENT OF TEMPORARY ASPHALT PAVEMENT WIDENING. RECEIVING BASINS. INLETS. AND 12'-0" CORNER RADIUS 42. H·1055 PAVEMENT KEY TYPE A, B-1, B-2, C 18. H-1031 TYPICAL PAVEMENT KEY 43. H-1056 TYPICAL GRANITE CURB 19. H·1032 TYPICAL NEW PAYMENT IN UNPAVED WING AREA 44. H·1056A NY HISTORICAL GRANITE CURB 20. H·1033 TYPICAL RESURFACING ON ASPHALT PAVEMENT AND/OR WEARING 45. H·1057 TEMPORARY STORAGE AREA COURSE (LESS THAN FULL WIDTH) 46. MS-1000 NEW YORK CITY COMPARISON OF DATUM PLANES 21. H·1034 TYPICAL CONSTRUCTION JOINTS FOR CONCRETE BASE FOR PAVEMENT 47. MS-1001 SIDEWALK PAYMENT LIMITS 22. H·1035 REINFORCED CONCRETE CURB & DROP CURB 48. MS-1003 TYPICAL ROADWAY CROS5 - SECTION RESURFACING 49. MS-1004 CATCH BASIN ADJUSTMENT - TYPE 2 THE CITY OF NEW YORK DEPARTMENT OF TRANSPORTATION VARIES STEEL FACED CURB SEE DETAIL H·1010 ." CONC. SIDEWALK ROADWAY ROADWAY GUTIERLINE O·REVEAL STeEL FACEO CURB ----:----- "J-...... _ ~;?i GUTIERLINE ......1... ------- SECTION THRU MALL A-A ---------- NOT TO SCAlE -----r--------------- BOTI.OFPLATE SHOPWELDOR FIELDWELO" .LBOTT. OF FDTN. AS DIRECTED VARIES GUTTERLlNE (TYP.} O·REVEAL ELEVATION (TYP.} ROADWAY NOT TO SCALE 7 I[ ;j:~.. \ ...:~,~f:·::·~t,.:~r .. :.~t.i'i~;:yr,:~~1"t~~}';:::;~ :~:~:j""",.o;}: .•. :.,:~ '~~i~; l,"CONC. SIDEWAlK F~.;.!,..f..",(.;.;.• ~ .....0.- VARIES ~ STEEL FACED CONCRETE p:..j CURB (AS PER HWY STD. NOH.1010) 5'-0" SECTION THRU CROSS WALK B~B NOT TO SCAlE 0000 0000 EXPOSED STEEL SURFAce SHALL OOOOi3tLOOOO BE GROUND SMOOTH a:~ GUTIERLINE TOP 1- SEALER ON BOND BREAKER (iYP.), 000 0 000 0 ILL TO 1/8· OF TOP SURFACE 0000 ~OOOO O-REVEAL "-0" SLOPE 1:12MA'<,; , EXP"JOINT 0000 0000 IF LESS THAN Z.Q" 1'-0· PEDESTRIAN 1'-0" OMIT OETECTABLE CROSSWAlK WARNING $URFACE 1/4- OR 1/2" PREFORMED JOINT FILLER (TYP.) ~~"CONCRETE 1/2"ANCHORS 12" O.C. '\ 0000 0000 7" CONCRETE STAGGERED SIDEWAlK -I. 0000i3~0000 SIDEWAlK Oc~O OOOO o 0 a:lt~OOOO ·00 0 00 0 . DETECTABLE WARNING SURFACE c....J SEE DETAIL H-1011, SECTIONC-C VARIABLE PITCH VARIES NOT TO SCAlE (TYP.} New York City Department of Transportation PLAN PEDESTRIAN CROSSWALKS-MALL NOT TO SCAlE TVPE-A Approved: Approved,: ~- Associate missioner InfrastrueturelOeslgn o rtment of Desl n+ Constructlon Drawing # H-1003A CHECKED BY: t1ti Date Issued: Seal<>: REVISION NO. OESCRIPTlON OATE APPROVEO None VARIES . r~EE STEEL FACED CURB / DETAIL H~1010 l7"SIDEWALK] '\4" CONC. SIDEWALK ROADWAY7 / rROAOWAYVARES ~P'JOINT 1 11Z' RADIUS WELDED· ./ . SECTION 1-1 ~ CORNER JOINT NOT TO SCALE (GROUND SMOOTH) TOP VIEW - STEEL FACED CONC. CURB TOP VIEW - CONCRETE CURB DETAIL-A VARIES SLOPE H4'" FT7. ROADWAY7 CURB "" " SECTION 2-2 NOTTOSCALE ELEVATION NOTTOSCALE TOP '" SEALER ON BONO BREAKER (TYP.) VARIES VARIES FILL TO 118" OF TOP SURFACE 4'-0" MINIMUM . \""'EXP. JOINT 0000000 0000000 00000000000000 STEEL FACED ~ ~ CURB-......... o 0 0 0 0 0 0 0 00 0 0 0 0 IJ . 0000000 0:;\ 0000000 ~"CONCRETE jY 0000000 0000000 . SIDEWALK) L STEEL FACED .. "- IF LESS THAN 2'.<)" '\ CURB--.. OMIT DETECTABLE JL..B::::;===1--------'''::,-:::===:--"'::::""""1... rCONCRETE , WARNING SURFACE "'7" PEOESTRIAN ! '. 0" CROSSWALK""" SIDEWALKi 0000000 0000~-90 SECTION 3-3 EXP.JOINT- Y 0 0 0 0 0 0 0 ~ ~ 0 0 0 0 0 0 0 ~ STEEL FACED CONCRETE HEADER ".---..lO~Oj ~ N.T.S. EXP.JOINT\ 883,8 5 $ 8888 8 8 -EXP.JOINT 0,,000 0 ooooo\...{o New York City \ Department of Transportation PEDESTRIAN CROSSWALKS-MALL 1-1"- / 2-1 ~OETECTABlEWARNING SURFACE TYPE·B . \:DETAIL-A. SEE DeTAIL H-1011 Approved: Approved: PLAN c-:l. >- 7' ~ NOTTOSCALE Chl'f~~~_ AssocIate Commissioner ,..--or---------.....-or--or---Ioepartment of Ttansportatlon InfrastroctufeJOeslgn Deoartment of Oeslon + Constr1.JClioo ~ 1--=_-!- -!-_j-_-IDate Issued: SCale: Drowing # H·1003B CHECKED BY: I . .. REVlsr~ NO. OESCRIPTION DATE APPROVEO Non. _.... _____I-....SIOEWAlK"\ ~=================I:~ 2" x 4" HANDRAIL CURB LINE CURB STREET PAvr. DRIVE 1-0SPIKE INTO PAVEMENT---'>,,..'X + A A SECTIONB·B L PAC 10'.0" O.C. J ..\2"x 4" HANDRAIL-$MOOTH FINISH 6'-0" :to.C. • 2"x6-TIMBER7 ~ 2'"x6"1IMBER -::::- ~ ,. 8"xS" 1MB SIDEWALK • -<. '"POST C URB7 - I I - - - I: - II --- -- .J..l.. I . .- r' I ~ "- 8"x8" TIMBERS '4- x6"· S'.()" O,C. for 3"x 12" PlANK IN ROAOWAY / L....4.. X6"- 3'-0" O.C. for 2"X 12" Pl.ANK ELEVATION A·A SECTIONC-C NOTES 1•. ALL TIMBER SHAll BE DOUGLAS FIR GRADE NO 1. 2. ALL WORK SHALL CONFORM WITH NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS. Ii:: yawjiij New York City 3. LIGHTING FIXTURES CAN BE BATTERY TYPE FlASHER __.. Department ofTransportafion WARNIN<? LIGHT OR AS DIRECTED BY THE ENGINEER. TYPICAL TEMPORARY PEDESTRIAN 4. RAILS & POSTS ARE TO RECEIVE TWO (2) COATS OIL PAINT. ORANGE & WHITE COLORS. IN ACCORDANCE PASSAGEWAY IN ROADWAY AREA WITH THE MANUAL ON UNIFORM TRAFFIC CON~OL DEVICES. DURING CONSTRUCTION 5. CONTRACTOR TO PROVIDE SHOP DRAWING CERTIFIED BY Approved: Approved: LICENSED PROFESSIONAL ENGINEER, CURRENTlY REGISTERED IN THE STATE OF NEW YORK. FOR APPROVAL ~. Associate Commlssloner Department of TransportatiOn Infrastructul'e/OG$Ign D rtment of Desl n + Construction Scale: CHECKED BY: Mt: 1::==-+ =------f--+---IDate Issued: REVISION NO. oeSCRIPTION DATE APPROVEO 7.110 NOM 80'.0" LONG FAR SIDE BUS STOP (SHOWN), 105'.0" LONG NEAR SIDE (OF INTERSECTION) BUS STOP (UNLESS OTHERWISE SHOWN ON CONTRACT DRAWINGS) 20'± (SEE NOTE NO, 6) X.NEW HYDRANT 20'.0" MAX. ~ EXPANSION JOINT .... I SEE DETAIL 2 r - - - - -- -- --. - EXPANsiON J'OiNT- ----- -----~~~IONJOINT-----C c ALL AROUND (lYP.) z~ L____ ~o~ -l..t UJ~;;:; ~-- CONCRETE 2 -I#) BARS TOP 5'-0" LONG 2 -I#) BARS TOP 2o~ FILL (lYP.)---.._ 4x4 -W4xW4 ::>J:o: TYP. EACH CORNER FOR lWWF 5'-0" LONG EACH SIDE' -", ·(NO SEPARATE MANHOLE ~l!!e. :" M H. ';" PAYMENT)""",,- EXPANSION ~",u :.f.. ,;(" I JOINT 3 SIDES ;l:~ ~,." 2'-2" SEe Y 2 -I#) BARS TOP ..9 ir I- ' .. ;~) ."i'·.~... ~; ".. I 10'.0" LONG ;: ~ 5 ~ : ,., .;.<.... z NOTES ou I ~ l L _-_=-_-=_-~' ----=--~-l..--_-.,.._:-- ~-_._-­ .!- -1- _::_. ..""l..-_ ___L___r_-__, '" L -' r.i\ CROSSWALK MARKING 4'-3" MIN. ~ ~,~ .~ CURB LINE TYPE 2 SEALER ON BONO BREAKER, 11'.()" FILL TO 1/8" OF TOP SURFACE REFLECTIVE CRACKING TYPE 2 SEALER ON BONO GRANITE CURB 1·.()" BREAKER, FILL TO 1/8° OF TOOLED CONTRACTION JOINT 1/4" MEMBRANE (SEE H-l040) ----. TOP SURFACE ----... 11'-0° ROADWAY \ PAVEMENTFOR BUS STOP ~WWF -/ WWF CURB LINE ASPHALTIC WEARING COURSE SEE TYPE 2 SEALER DETAIL 11 AND 1/2" PREFORMED CATCH JOINT FILLER BASIN ~ ~ #6BARS . CONCRETE SECTIONC-C T FILL .. ..... .•. PREFORMEO--J~O~IN~T~~~~~~~~i=r CONTRACTION JOINT .;.1.·~ ~ ~ 1/2" 4 ~ ].'~-.: . .r;,,; .'t>.... .. c: ...;: FILLER TYPE II NOTES: ~:4f WITHIN 1-0F I .>- TOP WIDTH OF ~ '~WW;] CONCRETE SURFACE . KEYED CONSTRUCTION DETAIL2A 1. BUS PADS ARE NOT REQUIRED, WHEN REINFORCED CONCRETE JOINT SEe DETAIL 3 1'.()" 1'.()" PAVEMENT IS PLACED IN THE ROADWAY. .r;; 6° EXPANSION JOINT .. 1 2. EDGE OF THE BUS PAD AT INTERSECTIONS SHALL BE PARALLEL v AT GRANITE CURB TO CROSSWALK MARKING LINES OR INTERSECTING BUILDING DETAIL 1 LINE OR AS DETERMINED BY ENGINEER SECTION A-A KEYED CONSTRUCTION JOINT 3. DRAINAGE STRUCTURES AND MANHOLES SHALL BE TOTALLY (EXCEPT CURB LINE) POUR II POUR I WITHIN OR TOTALLY OUTSIDE·THE sus PAD. ~) EXPANSION JOINT . SEE SiMILAR TO DIiTAJL~'1 REFLECTIVE CRACKING 4. LAPS IN "YELDED WIRE FABRIC SHALL BE A MINIMUM OF 12 INCHES. NOTE 5 MEMBRANE (SEE H-l040) MANHOLE At:.;...,........,l.~~ 5. DIMENSIONS SHOWN ARE FOR DEPARTMENT OF ENVIRONMENTAL SEE DETAlL:7 CURB LINE SIDEWALK 2'-2" r 2'.2" CURB LINE PROTECTION 27"<21 STANDARD SEWER MANHOLE. ADJUST TO SIZE /JS APPROVED BY THE DETAIL 11 TYPE 2 SEALER ON BOND ACCOMMODATEOTjiER HARDWARE, ENGINEER. BREAKER, FILL TO 1/8" OF JO '-j;'-'lr-----l..