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-$MOOTH FINISH 6'-0" :to.C.
• 2"x6-TIMBER7 ~ 2'"x6"1IMBER -::::- ~ ,. 8"xS" 1MB SIDEWALK • -<. '"POST C URB7 - I I - - - I: - II --- -- .J..l.. . I . .- r' I ~ "- 8"x8" TIMBERS '4- x6"· S'.()" O,C. for 3"x 12" PlANK IN ROAOWAY / L....4.. X6"- 3'-0" O.C. for 2"X 12" Pl.ANK
ELEVATION A·A SECTIONC-C
NOTES
1•. ALL TIMBER SHAll BE DOUGLAS FIR GRADE NO 1. 2. ALL WORK SHALL CONFORM WITH NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS. Ii:: yawjiij New York City 3. LIGHTING FIXTURES CAN BE BATTERY TYPE FlASHER __.. Department ofTransportafion WARNINTRAFFIC CON~OL DEVICES. . DURING CONSTRUCTION 5. CONTRACTOR TO PROVIDE SHOP DRAWING CERTIFIED BY Approved: Approved: LICENSED PROFESSIONAL ENGINEER, CURRENTlY REGISTERED IN THE STATE OF NEW YORK. FOR APPROVAL ~. Associate Commlssloner Department of TransportatiOn Infrastructul'e/OG$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... I ...... TOPSURFACE----, I I f--coNCRETE l?1/ 6. THE EXACT LOCATION OF THE HYDRANT SHALL BE DETERMINED IN "\ FILL T- THE FIELD BY THE ENGINEER. / WWF ... ,. •...... ' . ,1'.....;. ~:~'. A", is> :~. ~.;'"~ NEW STEEL FACED ~. )- ~~ . " " New York City ...... ::E : 1', >- CONCRETE CURB itU .. !: .:11 ".....:... Department of Transportation / I 27" DEEP ...... '""= 1'-()" WWF I 2" '. BUS STOP IN V NEW ROADWAY #6 DIAGONAL BARS 112" PREFORMED JOINT J,0P EAC~\CORNER FILLER TYPE II Approved: Approved: see PLAN WITHIN l"OF CONCRETE SURFACE SECTION B-B DETAIL 2 DETAIL 3 KEYED CONSTRUCTION JOINT ~ EXPANSION JOINT Associate Commissioner ~~::==~::=::===:.. ,..._,..._.JChlefEngiDepartmenteerof Transportation- AT STEEL FACED CONCRETE CURB Infrastructure/OeSign (FOR GRANITE CURB SEE DETAIL 2A) o rtment of Desl n + ConstructiOn
CHECKED BY: 8ca"': Drawing # H-1005 None REVISION NO. DESCRIPTION DATE APPROVEO 7/t1to 80'-o~,LONG FAR SIDE BUS STOP, 105'-0" LONG NEAR SIDE (OF INTERSECTION) BUS STOP (UNLESS OTHERWISE DIRECTED)
20'-0" MAX, CURB LINE ~ EXPANSION JOINT .... I (DETAIL 2)
r ------.- -- EXPANsiON JOINT------;~~I~~------C c L____ ALL AROUND (TYP,) t...t ~-- CONCRETE 2 - lIS BARS TOP 5'-0" LONG 2 - lIS BARS TOP FILL (TYP,)~ TYP, EACH CORNER FOR l WWF 4x4 -W4xW4 5'-0" LONG EACH SIDE MANHOLE (NO SEPARATE PAYMENT)7
2 - lIS BARS TOP I EXTERIOR OF 2'-2'" 2'·2" see ~ 10'-0" LONG BRICKLAYER NOTE 4 I z ~ ~'). ~ I ~ , l , ~ ____ .J L ,--__" ~----- '" ------~~SA~W-::~~/'~B~----! -, CROSSWALK MARKING 4'·3" MIN. PAVEMENT~ ;t I
JOINT 3 SIDES
11'-0" 11'-0" WIDE OR AS DIRECTED . REFLECTIVE CRACKING BY ENGINEER TO MATCH LANE WIDTH MEMBRANE (SEE H-1040) 1'4' 1'-0" TOOLED CONTRA~ION JOINT 1/4" ~ TYPE 2 SEALER, FILL TO SAWCUT CURB LINE ROADWAY PAVEMENT FOR BU STOP 1/8" OF TOP SURFACE NO SEPARATE 1'-0" 1'-0" TYPE 2 SEALER CURB LINE r-WWF / PAYMENT AND 112" PREFORMED CATCH 3'" ASPH, WEARING COURSE WWF 4x4-W4 W4 (TYP,) see DETAIL 1..., JOINT FILLER BASIN 2" /I~ -t-~,-.J"I\~~ ... 9 IISBARS , CONCRETE ,....r===::j ;.. I / FILL \, . SECTIONC-C " ~.~Ii:a .d "F=I----P,;;;;;;.,..,t:I'U CONTRACTION JOINT • .'4 -L-'-__-"r'-'4.;...'.. I ~ 7 I 1-=-1SEE SECTION B·B . NOTES: DETAIL 1 1, EDGE OF THE BUS PAD AT INTERSECTIONS SHALL BE PARALLEL TO CROSSWALK SECTION A-A MARKING LINES OR INTERSECTING BUILQING LINE OR I>S DETERMINEQ BY ENGINEER.
1'------!.~--::Sc:::EE:----11'-0" 2. DRAINAGE STRUCTURES AND MANHOLES SHAlL BE TOTALLY WITHIN OR CURB LINE I SIDEWALK TOTALLY OUTSIDE THE BUS PAD. EXPANSION JOINT P. NOTE 4 SIMILAR TO DETAIL 2 ~ MANHOLE SEE QETAIL 2 TYPE 2 SEALER ON BOND BREAKER, 3. LAPS IN weLDED WIRE FABRIC SHALL BE A MINIMUM OF 12 INCHES. 2'.2" 2'.2" 112" CURB LINE FILL TO 118" OF TOP SURFACE 3"'ASPH. 4. DIMENSIONS SHOWN ARE FOR DEPARTMENT OF ENVIRONMENTAL PROTECTION 27"0 WEARING CON RETE WWF STANDARD SEWER MANHOLE. AQJUST TO ACCOMMODATE OTHER SIZE HARQWARE, AS APPRoveD BY THE ENGINEER. NEW STEEL FACED • • • CONCRETE CURB COURSE~[~~~!~~[m~F~ILLi=li~~~~~~3~ 27" DEEP New York City ~ ~ '" f.. ;,J~r;.....lK • .a :1'-"'1 Department of Transportation EXIST. BASE 1 DETAIL 1 1'-(j" (SIMILAR) -_/ BUS STOP IN EXISTING ROADWAY LOAD TRANSFER JOINTS 16" LONG lIS D.IAGONAL BARS (6" FROM TOP) lIS @4O"C/CALL3 TOP EACH CORNER DETAIL 2 Approved: Approved: SIDES, ITEM 7.19 EXPANSION JOINT
SECTION B-B ChIef E ineer r-__... .,.._.,.._-I'oepartm~ntofTransportation Asso<: & Commlssl InfrastrueturelOeslgn De rtment of Oes! n + Construction
+-_+-_-10316 Issuefences terminate atstructures, the clear spaces between the fences and structure shall not exceed 4". 8. Gore Treatment: ISO'-O" ofclear area from the point ofgore will hereafter be maintained. 9. For fence heights other than those shown refer to H-I021 for size offence posts and size of Tension Wire Shall Meet members and fabrics. Omit top and bottom rails. . "TIre Re4ulrenrent For Th. Steel Wires Co{TIPrlsl!!9. DETAILC Th. CMln/lnk Fenes Fabric. LINE POST EXTENSION SECTIONC-C 7 DETAIL OF RIGID SPLICE INSTALLATION Bottom OF NEW POST TO EXISTING POST BASE Tension WIre Twist tI. to 1"x6" Turnbuckle with' ~wl#6 top tension wire" orsoch p 1::-__-+ .j-_-I-_-IDatalssuad: seale: Drawing # H-1009 CHECKED BY: $ EVISIONI\lO bESCRIPl10N DATE APPll:O\'Et> None •• 37/~ 20''()'' MAXIMUM ;; '" ~ r MAINTAIN SIOEWAlKStOPE 11Z' CIA x6" LONG ANCHORS AT 1'-0" MAXIMUM, CENTER TO CENTER-$TAGGEREO ~~ £ "" "" "" ~ u u u u ~ ~ ~ ~ "" aa a a a a a a a aa f) ~ 114 V I "- ~ 1 HEIGHT DEPENDS ON ELEVATION-STEEL FACING ~ I N.T.S. I PAVEMENT THICKNESS ~, r-.""" .'"~ ''> I •• I /l,....-~--t-- -1/2"DIA.ANCHORSAT1'-o-MAX.C.C. STAGG'O. SET TOP AND BOnOM NOTES: ~ , ANCHORS IN LINE AT EACH END OF } EACH lENGTH 1•.EXPANSION JOINTS IN THE STEEL CURB FACING AND CONCRETE BACKING SHAlL BE AT A MAXIMUM 7 SPACING OF 24 FEET. r-." ~ 2. THE EXPANSION JOINTS OF THE CURB AND STeEL CURB FACING SHALL LINE UP WITH THE EXPANSION JOINTS I'> V0':':::"14"'17V OF THE CONCRETE SIDEWALKS. WHEREVER POSSIBLE. 3. NO PIEce OF STEEL CURB FACING HAVING lESS THAN TWO (2) WELOED DOWELS MAY BE INSTALLEO UNLESS FP2--~--5.1~!' IT 1$ WELDED TO THE ADJACENT STeeL CURB FACING. 4. 1/2" CIA. x6" HEADED ANCHOR STUDS (GRANUlAR OR ,----£:.5"__-lI-l-i- SOLID FLUX FILLED) MAY BE SUBSTlWTED. '1 6. STRUCTURAL STEEL (A.S,T.M. DESIGNATION A36), 6. SURFACE TO BE CLEANED AND PAINTED AS PER NVCOOT STANDARO HIGHWAY SPECIFICATIONS, SECTION 2.13. COLOR OF TOP COAT SHALL BE GRAY AS APPROVEO BY THE ENGINEER. . r 7. WHERE TWO (2) PIECES OF STeEL CURB FACING ARE JOINED BUT NOT WELDEO, TWO (2) ONE·HAlF (1/2) INCH RODS. TWENTY FOUR (24) INCHES LONG SHALL BE INSERTED INTO THE CONCRETE BACKING. ONE·HAlF (112) THE LENGTH AT L 13"x3lS"PLATE EACH SIDE OF THE JOINT. NEW PAVEMENT THICKNESS (VARlES) -)o<,--IH 6. CONCRETE TO ~E CLASS B-32, AIR-ENTRAINED. CURB ~ 9. CORNER CUR8:NERT1CAL FACE WILL Be ACCEPTABLE FOR CORNER CURBS PROVIDING THE ENDS ARE WARPED TO FORM A TRANSITION WITH ADJACENT BAITERED FACE CURBS. /",<-(: ,", '/,/Y~Y~, ~ . ;<'1. ;« ;( ON COMPACTEO EARTH. :f -2"MINIMUM WHEN.SUB-BASE IS REQUIRED, PROVIDE SPECIAL DETAIL AS NECESSARY TYPICAL SECTION N.T.S. S" DETAIL New York City N.T.S. Department of Transportation STEEL FACED CONCRETE CURB STEEL FACING TYPE D Approved: Approved: 7~ CI ~ -.-r ~.---- ...__..,r- '!'"_.,.__-IoepartmentChief Engrneerof Transportation, Associate Commissioner InfrastnJcturelOeslgn Deoartment of OeSion + ConsttUction 1-__--1f- -I0atelssued; SealO: Orawing H·1010 CHECKED BY: -l-_-+__ # tt:t None I REVISiON NO. DESCRIPTION DATe APPROVED . NOTES 1. REFER TO H-l010 (LATEST REVI~ION) FOR STEEL FACED CURB-TYPE D, 2. ALL MATERIALS AND CONSTRUCTION METHODS USED SHALL CONFORM TO SECTIONS #4.081 4.09/4.13/4.13DE OF THE STANDARD SPECIFICATIONS, LATEST EDITION, MAMENDED. '3. WHEN INSTALLING PEDESTRIAN RAMPS IN OTHER THAN PRE ENGINEERED CAPITAL RECONSTRUCTION 1/4' EXPANSION JOINT 1/4' EXPANSION JOINT TRANSITION ZONES TRANSITION ZONES PROJECTS, ALLOWANCE SHALL BE MADE FOR EXISTING CONDITIONS PROVIDED THATTHE SLOPE OF THE BETWEEN 4'AND 7" BETWEEN 4' AND 7" 5' TO lSM DIRECTED 5' TO ISM DIRECTED RAMP SHALL NOT EXCEED 1:12 AND THE ZERO INCH REVEAL IS OBTAlNED. TO INSURE THAT SOUND SIDEWALKS SIDE\VALKS ENGINEERING JUDGMENT IS USED IN MEETING EXISTING CONDITIONS, ANY AND ALL VARIATIONS FROM BY ENGINEER BY ENGINEER THE DETAlLS OF CONSTRUCTION HEREIN SHOWN MUST HAVE THE APPROVAL OF BOTH THE ASSISTANT COMMISSIONER OF DESIGN AND THE ASSISTANT COMMISSIONER OF CoNsTRUCTION. 4. CME II PLAN SHALL BE USED ONLY WHERE EXPLICITLY DIRECTED BY THE ENGINEER AND APPROVED BY THE PC L.j--'--r----r-- ~ PC 4...L..,------;,.--- ~ COMMISSIONER PRIOR TO DESIGN IINSTALLATION. 5. SURFACE OF ALL PEDESTRIAN RAMPS SHALL BE STABLE, FIRM AND SLIP RESISTANT. CONCRETE RAMP SURFACE SHALL HAVE A COARSE BROOM FINISH RUNNING PERPENDICUlAR TO THE SLOPE, EXCLUSIVE OF THE DETECTABLE WARNING AELDS. 6. LANDINGS BETWEEN THE PROPERlY LINES AND THE BACK EDGE OF RAMPS SHALL HAVE A MINIMUM CLEAR DIMENSION OF 5 FT. BY 5 FT. SQUARE; HOWEVER, WHERE CASE I RAMPS ARE USED THE MINIMUM CLEAR DIMENSION SHALL BE 4 FT. BY 4 FT. SQUARE. THE MAXIMUM CROSS SLOPE AT LANDINGS IS 1/4' PER FOOT IN ANY DIRECTION. LANDINGS MAY OVERlAP WITH ADJACENT LANDINGS OR A SINGLE LANDING MAY SERVE MULTIPLE CURB RAMPS. 7. ALL EXPOSED STEEL SURFACES SHALL BE GROUND SMOOTH. 8 ON FULL WIDTH SIDEWALKS, EXPANSION JOINTS TO BE PLACED AT BUILDING FACES, • STRUCTURES AS WELL M AT BACK FACE OF CURB. 9. ALL DIMENSIONS AND NOTES SHALL BE APPLICABLE TO GRANITE CURB INSTALLATIONS AND I OR SIDE FlARE (tYP.) '" (SEE NOTE 17) !!! GRASS CONCRETE CURB INSTALLATIONS. ~ AREA 10. THE FOLLOWING GUIDELINES SHAlL BE APPLIED IN DETERMINING THE APPUCATIONS OF lHESPECIFIC CASES , (TYP.) ~ =180'~ GRASS AREA (TYP.) , WHERE THE INTERIOR , ~ ~ CASElli FOR CORNERS WITH FOR CORNERS WITH FOR CORNERS WITH PT PT R=12' INTERIOR lb ,,90' R<12' INTERIOR ~ ANY ANGLE R>lS'INTERIOR ~ ANY ANGLE R=13' INTERIOR~. BET. 83' & 93' R=12' INTERIOR ~ < 90 R=lS"NTERIORlb ,,81' R=14'INTERIOR ~ BET, 77" & 90' R=13'INTERIOR lb < 83' R=14'INTERIORlb ,,90' PLAN· CASE II R=lS INTERIOR~.BET. 72' &81' R=14' INTERIOR lb < Tr R=13' INTERIOR It, ,,93' PLAN· CASE I, CASE III N.T.S. R=1S'INTERIOR 10 < 7Z' N.T.s. 11. THE DETAlLS PROVIDED ARE NOT DRAWN TO SCALE, THE QUANTITY OF DOMES DEPICTED ON THE DETECTABLE WARNING FIELD (THE DOMES AND THE ENTIRE 2 FT. WIDE SURFACE) IS FOR ILLUSTRATION ONLY. L = RAMP LENGTH 12. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 2FT. IN THE DIRECTION OF TRAVEL AND SHALL EXTEND 0.3' EXP. 1/4'1 FT. THE FULL WIDTH OF THE CURB RAMP AS SHOWN, EXCLUSIVE OF SIDE FlARES. F GUTTER L1NE"]_j,.,.,;J~0l~NT:!I:.~..dMAX~~.~SL~0:!::PE~1~:1~2l..:=S~L~0~P~E':!(lYg,;P~.}~ 13. DETECTABLE WARNINGS SHALL BE LOCATED SO THAT THE' EDGE OF TH,E WARNING FIELD NEAREST TO THE 0000 00000 ROADWAY OR STREET SURFACE IS 0' TO 3' FROM THE BACK OF CURB, M SHOWN• 00000000000 . 0' REVEAL Y 7" ~L7~ 00000000000 • 14. DOME ALIGNMENT, DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF TRAVEL oo,OpOOOOOOO 15. COLOR REQUIREMENT, THE DETECTABLE WARNING FIELD SHALL BE THE COLOR SPECIAED IN THE CONTRACT r 0.9'·1.4' I 0000000000 DOCUMENTS OR SHALL VISUALLY CONTRAST WITH THE ADJOINING CURB RAMP, OR OTHER ADJACENT WALKWAY SURFACES WHERE THERE IS NO CURB RAMP,EITHER LIGHT-DN-DARK OR DARK-DN-LIGHT M DEANED IN THE AMERICANS WITH DISABILITIES ACCESSIBILITY GUIDELINES (ADMG). ' L=4'.()' MIN. FOR 3' REVEAL DOMESEcnON DOME SPACING 18. PAYMENT LINES FOR DETECTABLE WARNING UNITS ARE THE 2 FT. DIMENSION SHOWN IN THE DETAlLS EXTENDING L=2'-8' MIN. FOR 2' REVEAL THE FULL WIDTH OF THE CURB RAMP. DETECTABLE WARNING SURFACE DETAILS 17. WHEN STREET FURNITURE (LAMP POSTS, TRAFFIC SIGNAL POSTS, UTILITY POSTS, HYDRANTS, ETC.) INTERFERES WITH THE CONSTRUCTION OF A SIDE FlARE ADJACENT TO A NON-WALKING (GRASS) AREA, SAlD SIDE FlARE SHALL BE REPLACED WITH A CONCRETE CURB, AS DIRECTED BY THE ENGINEER, PROVIDED THE INTERFERENCE CAN BE AVOIDED AND LEFT IN PLACE. CMEIII 2'.()' 3'.()' Z'oO' 5'.0' 2'.()' MIN. 18. IN CASE OF INFEASIBILITY AND IN SIDEWALK PEDESTRIAN RAMPS ELEVATION B-B N.T.S. CHECKED BY: J4t- I:-:==-:+ ===------!-=+--I0atelssued: Drawlng # H-1011 REVISION NO. DATE APPROVED = ' T= 6'0" '.()" sPLIce PLATE SEE DETAIL W WHITE 1"<21 SPIKE PRE· llR'clHOl.ES ---I I 2'-9" ELEVATION c.-,N.T.$. RED ·SCOTCHLlTE- NO.3272 OR EQUAL All AROUND POST. TACK ON SURFACE OPPOSITE f-l!:-:t,-..J::!L-,k-J!:.:t_ NUT & WASHER TO ACCOMMOOATE 6"lG. THREAO TRAFFIC SIDE. i-0IA. HOLE --:r: ] 12" x 12" 3/4- CIA. STUD ..... TIMBER URB 3/8 f-lZ:.·fGL WHITE REFLECTIVE PAINT 3'-0" SPLICE PLATE C~ SECTIONC-C N.T.s. DETAIL "A" GENERAL NOTES: N.T.$. 1. ALL TIMBER AND LUMBER TO BE DENSE 3W0-10-L'G. STRUCTURAL GRADE DOUGLAS FIR OR LONGLEAF /t'fE,~-f LAG SCREWS YELLOW PINE. 2. WHITE AND ORANGE EXTERIOR ENAMEL. 3. WHITE TO BE REFLECTORIZED. SECTION B-B SCAlE: 1""1'..0" New York City Department of Transportation TIMBER CURB Approved: Approved: Chief E 'noor Ms~ Department of Transportation . lnfrastructure/Oe$lgn De artment of Des n + Conslructlon Date Issued: scale: Drawing # H-1012 CHECKED BY: 7/10 None * REVISION NO. DESCRIPTION DATE APPROVED APPLeTON UNITS G.S. SERIES FORM 5SC10 WITH LUGS AND WITH APPLETON FIXTURE NO. 29340 COMPLETE WITH 60 WATT <:-9 TRAFFIC LAMP. RUBY GLOBE AND GUARD OR EQUAL, S'.Q· MAX. OR APPROVED BATTERY OPERATED FLASHING UNITS. 6'.()" MIN. TYPICAL (BATTERY OPER.rrYP.) CONDUIT CABLE TO ADDITIONAL SECTIONS AND TO UTILITY SERVICE 2-2":<6"@8'.()" O.C. 4-316"0x6" LAG SCREWS @~---.,-,--~ i S"x12'" I I' • EXIST. SURFACE I b 10 0 'I = :., 0 0 2-316"0x12"LAG SCREWS TYPICAL EXISTING 1"121 SPIKES 4'-9" O.C. 314"121 BOLT, NUT, WASHER SURFACE WHERE REQUIRED BY •THE ENGINEER----1 ELEVATION NOT TO SCALE 4'-6- 12'.()" MAX. SIDE VIEW 10'.0" MIN. NOT TO SCALE 2'.Q~ I •I• NOTES: . S·x12'" •I• I '0 I 0 t •I• I 1. ALL TIMBER SHALL BE DOUGLAS FIR GRADE NO.1 OR EQUAL. 2. ALL WORK SHALL CONFORM WITH NATIONAL DESIGN SPECIFICATIONS FOR STRESS I i I I I T T I 6-1"121 SPIKES GRADE LUMBER AND ITS FASTENINGS. I I x3'4' LG 4":<6" ____ 3. ALL PAINTING SHALL BE ON TRAFFIC FACE, 2-COATS APPROVED ORANGE AND STAlN I ___ 4":<6" I I RESISTANT REFLECTORI2ED WHITE. I I 2-2":<6" ___ I ~ 4. ALL ELECTRICAL WORK FOR BARRICADE LIGHTING SHAll CONFORM TO THE DETAJLS ___ 2-2":<6" ~ SHOWN IN D.W.S.G. & E. STANDARD DRAWING NO. H-3009 AND IN D.W.S.G. & E. 4-.5Od NAlLS .I "GENERAL speCIFICATION FOR THE INSTALLATION OF UGHTING SYSTEMS~. L.-+- TYPICAL I " II I I iii, 5. THIS STANDARD APPLIES FOR BOTH BATTERY OPERATED FLASHING UNITS l~ 12":<12"-1 =:::::::-- ~ t OR ELECTRICAL UNITS AS SHOWN. 0. ~. II I PROJECT SPECIFICATIONS WILL DICTATE THE TYPE OF POWER SUPPLY. "" I l - \ "- . )( NEW Y(»K crrv ;-4":<6" r2":<6" ~ New York City 6":<8" ;::.. ~ 6":<8" \I "- I I" Department of Transportation 8"x8- FILLS ILLUMINATED TIMBER BARRICADE PLAN NOfTO'SCALE Approved: Approve Associate Commissioner InfrastructuretOeslgn rtment of Desl n +Construction CHECKED BY: f1?; t::==::t -==::::::-:- t:-=+:=~oate·f$$Ue ,.INTERLOCK r A - 1--3-1/2" MAX. (TYP.) /" [~ "'"I- 41" MIN. ~ 4S"MAX. I STRAIGHT SECTIONS - 7' TO 9' .1 r CORNER SECTIONS - 3' TO 4' L A ELEVATION N.T.S. ...- , - . NEW YORKettY' New York City SECTION A-A .... DepartrnentofTransportation N.T.S. --_. TEMPORARY PEDESTRIAN STEEL BARRICADE i Approved: Approved: _ C2. :::> .. "'Z2 -~ ./' Chief En9rneer Associate Comml$$loner Department of Transportation Infrasttuctute/Oe:slgn Oeoartmoot of oaSino + Consttuctlon Date Issued: Scale: Drawing # H·1014 CHECKED BY: tl.?:" 7/1/(0 None I REVISION NO. OeSCRIPTION DATe APPROVED L 1/." OR liT EXPANSION JOINT MAINTAIN $IDEWAlKSLOPE BETWEEN FULL WIDTH SIDEWALKS rSIDEWALK 4"SIOEWAlK 3" 3 7/fr1: '4" SIDEWAlK 7"SIDEWAU< r~/4" or 1/2" EXPANSION JOINT, TOP 1" SEALER ON BONO AND STRUCTURES M L -j f--!!£ BQEAKER FILL TO 1/S" OF TOP SURFACE (T(P.) r r- :~:~: ....···1: ',':' . 'ig;~;mg~~ 1/4" OR 112" EXPANSION JOINT ) ; BETWEEN 4" AND.,. SIDEWALKS 1\ . ~ ~ ~SIDEWALK ----- CONCRETE SIOEWALK IN DRIVEWAY 7" \~ w· ON '" 6"BASE THICK, FOUNDATION 6" THICK " ~ g~ ;:; I[)- :.. OR liT EXPANSION JOINT - ~ \r"BETWEEN FULL WIDTH SIDEWALKS AND tN)" MINIMUM m\ CURBS. -... , :> :Z r---l/T0ANCHORAT . ;; 1'.()"MAX.C.C. ,.. 'r STAGG'D. SET TOP V ~ AND BOTT:'ANCHORS FOR RESIDENTIAL ----..- I r" 1'·6" (TYP.) 6" /'-' '"!!! IN LINE AT EACH 2'-6" FOR COMMERCIAl ~ END OF EACH LENG'!H. ~ ',r'U3"x316" ~ PLAN ""N:f."& " ~HEIGHT DEPENO$ON ~~ PAVEMENT THICKNESS. 6'.(j"M1N. , 6'.()"MIN. "'''~~' ORWEtOTO OR WELD TO ;g:g;11iJ~~·;~ NEXT CURB [ NEXT CURB M LENGTH LENGTH I SIDEWAlK AT BUILDING LINE r IIS" , ...... --- DETAIL"STEEL FACED CURB TOP OF CROPPED CURB /-----,,-,,-"- N.T.S. :.. , / ...... I "------, SHOP WELD, FIELD L -...... ------WELD OR HEAT TREAT AND BEND TO SHAPE. / BOTTOM OF STEEL 7 "'-....:: V NOTES: SHOP WELD, FIELD WELD OR HEAT TREAT r BOTTOM OF CONCRETE 1. 112" 13 x 6" HEADED ANCHOR STUDS (GRANULAR OR SOLIC AND BEND TO SHAPE. J ./ FLUX FILLED) MAY BE SUBSTITUTED. 2, STRUCTURAL STEEL M PER ASTM DESIGNATION 1'-6" FOR RESIDENTIAL 1'-6" FOR RESIDENTIAL MS. 2'-6" I FOR COMMERCIAL 2'-6" FOR COMMERCIAL L-M 3. STeeL FACING TO BE CLEANee AND PAINTED AS PER SUBSECTION 2.13.4 OF THE NYCOOT.$TANDARO HIGHWAY ELEVATION speCIFICATION. THE COLOR OF TOP COAT SHALL BE GRAY AS N.T.S. APPROVeO BY THE ENGINEER. 4. CONCRETE TO BE CLASS 8-32. TYPE II A. 5. 3'-6" TO 5'·0" AS ORDEReO BY THE ENGINEER EXCEPT fOR THE . fIRE DEPARTMENT ORIVEWAYS WHICH WILL SLOPE STRAIGHT , BACK TO THE PROPERTY LINE. FIRE DEPARTMENT DRIVEWAYS .. wz THEORETiCAL TOP OF CURB - :J -CURB LINE SHALL BE TYPE III $IDEWALK-SEE H1046. SLOPE IN ACCORDANCE WITH §" STANDARD SIDEWALK REGULATIONS . ON FILE; I 3'-6" TO 5'.(y' r-TOPOFDROPCURB ~ SEE NOTE #6 ROADWAY"" I --- , -- -l-l/T REVEAl SEe OETAIL OF STEEL FACED CURB -..( SECTIONM"M N.T.S. ~Q New York City ...... DepartmenlofTransportation STEEL FACED DROP CURB DRIVEWAYS Approved: Approved: ~ ~..",:7~ /f.- . Chief Engl~_ AssocIate Comn'llsSIonel' Department of Transportation InfrastnJcfurelOesign Daoartment of DeSion + Consltuction CHECKED BY: Date Iswed: Scale: Drawing # H-1015 ~ NOlle I REVISION NO. OESCRIPTION DATe APPROVEO 1/t/to . . ~ WELO 4 SIDES & GRIND SMOOTH ...... PANEL (!)'P.) ( POST AND RAIL WELDED ~ r, 3·..·ITYP.) DETAIL 1 ATMIDPDINTOFPANEl~ ; RAll- 11T x 1-31'4- / . i Al 118" MIN. 114- I) PICKE!. 314'" SQUARE !',. %" ~ AJ "- . ~. ~ WELOED TO POST SECTION A-A. r AND RAil ITYP.) n r r ...., ~ TYPICAL WELD I\- EXP.JOINT 318- X1.s18- CARRIAGE BOLT WITH 3M' BRASS WASHER AND 318" STAINLESS STEEL NUT - HAND TIGHT, TACK WELD OR PEEN END. 1r-1-314· SQ. POSTS (TYP,) 7116'" SQ. HOlE 1/ 112" X 1-3/4'" BAR ~3I4· SQ. PICKETS (TYP.) 1·112" X 1-314'" X 1116 !I STAINLESS .. , ::. Itxf , :>. STEEL SHIM ~ BRASS WASHER SLOTTED HOlE Vi6"'X%" (TYP) NUT· HAND TIGHT PEEN END OF BOlT . CONNECTION ANGLE WELO(TVP.) .....?-:.---::~L&I/,L-L+- 1%" SQUARE POST EXP.JOINT L-1I2" x -314"BAf 314-X 1-314- BAR 1/ Il(TYP.) DETAIL 1 DETAil GROU RA 2- I DETAIL 1\ ~ PANEL TO POST DETAIL AT EXP.JOINT l- .. .~ INISHE GRADE - . PICKPROOF / 1/\ SEALANT (TVP) STEEL POST POST '" CONC. SIDEWAlK ,';f II)" II "': ,. 4 '';'.' .. ,~ WALL OR l~' " A" I .' " NOTES 1. SLEEVES REQUIRED IN NEW CONCRETE MASONRY STRUCTURES -a-!l-.... "'------l!II - - ---& - 2. SLEEVES NOT REQUIRED FOR INDIVIDUAl NEW FOOTING, 3. IN EXISTING CONCRETE OR MASONRY STRUCTURES. CONTRACTOR . TO DRILLS'" OIA. HOLES FOR 1-314" x 1-314'" POSTS.. "- 4. ALL STeEL SHALL CONFORM TO SPECIFICATION C1016 OF THE AI.S:I. 6, ALL JOINTS TO BE WELDED UNLESS NOTED OTHERWISE. New York City 6. ALL STEEL TO BE PAINTED WITH ONE (1) SHOP COAT OF PRIMER ALL Department of Transportation STEEL FACING WHICH WILL BE EXPOSED TO VIEW AFTER INSTAllATION SHAlL BE GIVEN ONE (1) SHOP COAT OF INTERMEDIATE AND ONE (1) SHOP COAT (OR ROLLED FIELD COAT) OF FINISH TOP COAT IN BAR PICKET FENCE COMPLIANCE WITH THE REQUIREMENTS OF SUBSECTION 2.13.4 OF THE (4'-0" HIGH) NYC DOT STANDARD HIGHWAY SPECIFICATIONS. THE ColOR OF TOP COAT-SHALL BE AS APPROVED BY THE ENGINEER. Approv~: Approved: 7. AlL FASTENING HARDWARE TO Be COMPATIBLE. 8. CONCRETE IN INDIVIDUAL FOOTINGS· CLASS 8-25, TYPE 1IA, 9. CEMENT GROUT ·1:1 MIX. Chief En Associate Commlssloner ,. ..___.------_-...--IDepartmentofTransportation Infrastructure1Des1gn " De rtment of Dasl n + Construction CH~CKEDBY: ~ 1-__-1- l-_-!-_-IDatelssued: $cale: None REVISION NO. OESCRl?nON OAn: APPROVED 7ul/o; @80ULEVARD GEND .FITTING @TOP RAIL COUPLING . • (JJt.VH¥ltO STEn ' W Wrm:l'CR'ma: PIPE ~.. WGMI lltCI It ,. I II _!! '= 3" PLAN J J NOTE: PLAN A-1¥." FOR 2" - 4V2" 0.0. POST. 6-1%'" FOR 2" 0.0. OR SMALLER POST PLAN. NOTEl MIHltMJM WIOTHQF . C-2\!2" NOM. 0.0. OR LARGER' -2 BOLTS £NO fllmG TO BE W." REQUIRED . @TENSIONMEMBERS .(j) 7GORNER . .SPLIT FITTING . BOLT AND FABRIC· NOTES SPliT mTms ... .*" OM. CAAR"''''''OI.T PEEN ENO OF A1.f:. SOLTS.. • TENSION IlANI) - .. WIlE, ,_ 1/8 .. TtDCK "BOLTS WHICH Me 't1STALLED e'OR LESS ABOVE GllIollI' SHALL NOT PROlWE ~ MORE ~14" BEYOND THE NUt AfTER TIGHTEN!¥>. ALl ROUGH EDGES SHALL BE fn.ED SMOOTH TO THE SATISfACTION Of . PLAN ~!itK~~t\1.S.S. THE ENGINEER. ON fENCES OVER 12 FEET HIGII WHERE THE TWO WiDTHS Of 'fABRlO ME REOUIRED. THE BOTTOM PIECE SHAlL BE I WALL THICKNESS THROUGHOU~ THE TWO PIECES SlfALL BE Sf1.ICED III 0/.." SUCH A WAY loS TO GWE A fINISHED HEAT M'PEAANICE. 'I':' ~j,..·2-':_·~""'-;'~;:-'''''·--:-'l'iil~ fAlllllC TO Il!' ·KNUCKtED AT TOP NlO 80nOM RAILS ON fENCES UP TO 'vt ''II'" Nfl) lNCUJOINO 6'·0" HtGH ANI) BARBED AT TOP RAIL ON Fl1NCES OVER 6',,:0" H1CH. WIRE FABRIC NOTES ., THE MESfI SHALL BE PlAC£l) ON . THE OUTSIDE Of THE POSTS Of. AlL EXTERIOR CHAlNLH< fENCES INClUDING HOODED 'BACKSTOPS -'NO •HANDBALL COURT fENCES WHERE THESE ARE III INTEGRAL PNff Of . lliE EXTERIOR Fl1NCE; S HEDtlLE OF SIZES'OF MEMBERS -. AS PER' ASTM A 53, AlL SIZES NPS FABRI<;: WIDTHS PIPE SCHEDULE ~8TAWo .~ f: §~ .I~If)f. ttl! ~TOloI llm"J?h New York City LlNE ~~ ...,~. _I POST Department of Transportation r.:l\:' 2" ~",,' ~"" llI" • l\I" M' f·.,. •• 3'-&," .. 441" ~."'-o'" 0 ~ f·.. . y,.. OIA. ~ ....,. 2" ~"" W.. Ill" 0 Ill" ...... 0 • 'll\- CHAIN LINK FENCE -.DETAILS ,..~ ..... ~.". ~, ~ llI" 0 1l\" . f·.. tAT 1%" y,-(XA. ..."...... 0 ... 2" ...... ~ ... Ill" 1·11\ ll\" 3'..~ "'2" 2 AT 1)\" I V...... "'-<1' "'-<1' 0 ..."" '2'/a- 2.315 Approved: Approved: ,..,... ." Ill" 1.11\ 11\- 4''"2.'" 2 AT $" y,-0lA...... •• ..."" ...... MOO ~ ~/" 10'-<)" :2 AT~" , J __ w"" .' .".." Ill" -\% ll\" 3''':ro :+,,"2" Yt" tAA. 14"'" ...."" .."" ...00 ,....,. 10'-<)" "'o" ...... ~/" ...... - llI" Z·1% . 11\" ...... :2 A'I1%" . %" WI. .."" ...-- ."" 10'-<)" ...... ~q. 1%- .ll\ Ill" 3'·~ :2 AT $- V.. 0lA. lO''''' . Chief Engineer Associate CommisSIoner ...... - ."" .."" .v."." . MOO .---,.. .. ,.._,.._-fIDepartmentofTransportatlon ..q 4~· 1%' • -ll\ Ill" .... 4'..e· oS AT ",.. y,- ...... ". 10'-<)" InfrastruetureJDesign ...... "" Department of oeSlan + Construction Cf "CKEOBY: I-__f- ---' f-_f-_-I0atelssued: $cal<>: Drawing # H.10,21-1 f1t!£ None I REVISIOHNO. OeSCRl?nON DATE APPROVEO CD EXTEND FENCE. HEJGHT -.SECTION· 00lFFERENT CURB ELEVArlONS 0SUPPLY NEW PORTAL CHAIN LINK FENCE UNDER S' HIGH ,,---POSlSC»$ r--'--IENO ntWGS • 80TH $US /---WT RNL.ElOm.S«S ,~~::~~~r£NS:ll) CHAIN· LINK FENCE S'OR 12' HIGH SECTION A-A I-'T-'-iIJUl" l A snJB I'OSf ---' ... Jilt. (xssfM POST$ SHH.\. 8E' flU.tO wmt CONC:RtTt fENCE: RM; JM) WElt. VlIllfATEO TO rHSUR£ TtlAl IU POSTS AAt fl.Lf.O TO \ftl1lSN -2'-0" Of THE: TOP.(Jf POSTS. POSTS to BE t.rmu.y SPJ«O ~ COfT(R' Jill POSY.~SHltt. 8t mftOv£o. BY 0£SfQ( ~HY¢ O£PIA'TJ,I;£N¥' OF'P.w<:S to R!<:fttI\'llOtt PLAN CHAIN LINK FENCE 10'. 14' OR 16' HIGH ~) REPLACE FENCE 6. POST UP TO ·8'-0" ® REP." L. ACE FENCE" PO.5T 510'-0" HT.. 8< OVER .•.. .,.4-?o+==t-,lEllSlOIl....• lMNI>$ .. 80TH.POSTS H£W mRA SmoNO ~ ISO) POSTS $lW.t. 8t ICSUJtO TO "M 1OPOF~ OfPTH Of' fOST NllCATro ott' 0'..... otTM. 9lttT 1 Of'''' ...... -ClS.... POSts TO 8E CUT fWSH _-L:aV~l-_ wmJ TOP OF cut8 • ClENttO OF' ~o.o.~ NJ. 0£IlRIS TO 1lIE C6lH OF POST IIlICATm ON ~tJM. SJ£r( 1 OF' ... "F==I...... --."'" POST """" NEW YORK CITY 0JS'Jf¥I CONCRETE Q.R9 New York City ....."""""' .... Department of Transportation ' .. ".: .:.. ': .,~. ',':.'f:":-.;.-:' CHAIN LINK FENCE· SPECIAL . '. '., CONDITIONS Approved: Ass~I- InfrastructureIOesIgn D rtment of Dosl n + Constn.H CHECKED BY: .ttlft Date Issued: scale: '==:-!----===::----+:-:::-+:-=::IREVISION NO, oeSCRIPTION DATE APPROVEO D NOll. Q) 4'-0" Sf 3'-6" FENCE ® 4'-0" SINGLE FENCE GATE CD GATE POST SPUT flITTING AND CAP (~) GATE STOP TYPE '8'- TOP HOTESs 3" 0.0. HEAORAn;~-...... 3'-Su.4'-o".& 6'-0" FeNCE SINGlE GATES ENO. (ORHER OR . ,( OIA.CAROIABE SOlTS""'- fl '- SPLIT ftTTINC~UMIN.nflC...~'-;;l' """" SlMJUR. Sfl,1T f'lniNeS GATE POST CAP. \ .,... X z...· SLOTTED HOLE .' ...... US£ lOCKING bEVICE AT y - (0 ) ))J = r-- PERIIoETEll'FENCES OOLY. ~~~...>..,.._. SS ORIVE SCREW' • "'" i\fJo IOfti '00 AS OJRECltO OY SECTION B..fl~ GATE STOt..tfElOED TO OAT .. :'J ENG.N£fR. '" U ~____ OONTINUOtIS LINE WE< A __ I ~ ~ .. 0.0. FOR FENCES :.. " I \~ V";'2,:..P1Alolo STEEL L.'.J...:~"''' I t TRUSS lIlTH TORN •.r--::::;';;JlI.,(---; 8 10' HIGH .TO 18' HIOH euCtU.E . r>-- I '$f. - ::::=:::.1..COHHfftJOUS W£LO ..r.. i"!: '\ S££ OETJ.tL #10 f .g.. ll1ou10E. PLUG SlOT , . ~ • ·11 PAC1<£O WIT. QIlAPKlTE SECTION A-A ® 6'-0" FENCE.' -~~*g'~~~fi~;'~?, ~TORTO>'PlEAOf" ClIR8 #14 5S DRIVE. SCREw iT..?" DlA. ·OlAG· I. \.;1<1 ~t£ W/'TURNBUC!tlE . .. /I~!3.. 1~JDE 4- U @. ~ T£NSION eAR .' . HOT€t THIS DETAIL USED 'lmEN . JJ 1lI t..-i.-l:"-...... -r,-{ THICK~";(' WIOE HEAORAll IS PRESENT ABOVE GATE .JCI.~ .& CROSS BAR IS EV£N WSTH eoTH f ...... tI:1ZlSISti1 ..' HAt.'VES (F GATE. .; 1.__- . POSY - SEE SCHEOUt.E 4',0" WIDE FOR DUlIE-TER ® MAlLEABLE· IRON HINGE ® GI\TE LOCK .GATE STOP TYP,E "B" - BOTTOM 8'-0':' FENCE ® 12'-0" SINGLE FENCE GATI;: o • ':""'".~•• DIA "CARRIAGE 80LT " t\ . PNOVIDe TWO GATE-STOPS "0' • F FOR EACH LEAF OF DOUSI.E GAlE AM) nro fOR EACH'SINGLE GATE TO HOlD GATE IN OPE.N POSITIONS I------...,~------.-----1 .. = ·~I..,(.::tl~'./--~...... ··E OEYAll #4 CD 10'-0" FENCE liT i~{ 1~/l OIA. MID RAIL-----.., .• ON ENT lRE: FENCE /. ..~ . i~'SE. Tl CHECKED BY: J11.Z_ 1-__-+ +-_+_-IDate Issued: $cale: R£VlS1ON NO. DESCRIPTION OAn; APPROveD 7//10 None (2) 3'-6" 8c '4'-0" FENCE o GATE STOP, AND LOCK - DOUBLE GATE. TOP 0HEAD RAiLANDTENSIONING ELEMENTS GAtE LOCK AT TOP Of GATE . FOR ALL OOU8l.E GATES ON FENCES ,-rr.-11I"J....~--"'. s.s. DRlvusn !>eRE• 12' HIGH OR HlettER GAT£STOP 1fELOEO 3- 0.0. HEAORAIL ~ 1\, ,. TO GATE_ 3'" tN9M.) 0.0. H£~ORAlL'-===~{)~JlHl1:~"~"ej(~4" (NOM.) 0.0. POSt A_~ ..-" f.4 X ~' SlOTTEO " 'rr "'t"TH," CARR. BOLT AHD.NUT- ~,,!:.Y~~~}TTIHC I A!it, 6 ,. '11 "0<£ ' _'4' 01..... STE£l •• 0.0. POST-_---'"\1 i '---TRuSS !fITH TURN ,:.r--1 , ,BUCKLE M :i' i, ~ ~I.MJOOS·LIH£ ::l,s"'TH. CARR. 80\.T AND NUT -~:-;::==~t!-"':~V)>---#t'4N SS DRIVE/sty ~CR:E.1f 'IHd--S£E D£TAll "'. . ,".....XV"'.. TENSIOIi BAR "------1 ~LUG I' "I.~~~~~~='IJ~~~~'~ !Ih-:? GUIDE SLOT .~ ItJq!,- If T£NSlllIl'8Al . IS..,(' OIAN. ),110 . RAIL AT-GATE POSTS 19':9'" WIDE. INTE.RNAl LOCKING D£VICE ® CONCRETE PAVEMENT - DOUBLE GATE 1 -1 HIGH CA1E -r-4~t"'1"' F= F I/I\I/! ...... '\.I = = = HOTE' CENTleR OF HANDlE • GAT£ ST"~S££ D£TAll ',.20'''0' .' "w .... TQ 8E 3'-Sfij' ABOVE, GRAOE. 1 1/' \II. ,.' r _ $££ D£TAll 1112 • CONCRET£ ~S££O£TAIL ® 1- '- -'-'...:.. -; ; Ii/) CURB .' @ GATE STOP' - ,DOUBLE GATE. aOTTOM ' ;'::::::==::;'~. ;;.- t! ) STDP~ • .' ' . I:r:.: NOMINAL THICKNESS CHARTS ss....o ,1'& •. ~ .0. SIZ I.u, SI ~ 1 1. 9 1.6&0 1.84 2 ,. 80 • 00 2, 8 2" 2.245.2.375 .12 r 2.115 2.815· 4.64 3" 3.·34 .500 5.71 SEE OEf~)L #4, 1~ OJ~\ 4" 3. 40 4.000 6.56 RAIL8'000"ONHIGH.EHTIRE...."FENCE 4' -0"" HIGH. 1~"" OIA. . ." ...---- DAT£STOP RAil <»I GA'I'£ poor l+==t==:;tf:V ·2" DlA. CAfE ,MENSER 3" 0.0' - . , A' lABOVE' '~rflll~ :..- ~ 1.380 1.660 2.27 Il£ADRAll \,' l: , I " ~, 2 1.610 1.900 2.71 - " 2' '2.375 3.GS \\ L-,."",-!-_-":=i---.,- ~"'" DrA. LOCK B~ 1 3" .4 9 2".875 .19 ./ ...... \ GPUll 'B:' 3" 3.058 3.500 1.56 ./ \1/ .,;-8££ etTAl1. #t .'" 3. 43 4. i=' = " , OIAW. STEEL ME~BER l'4'muss WJTH TURN , SCHEDULES OF SlZES S. PIPES ®~1c:..6·-'-0;..."...:.F.;;:;EN-"C"",E__ =, 6 8UCKlE NEW YORK CITY New York City ,( ~1GIlT ~ ~~N CHECKED BY: r1l:::- 1::==-:+ ~===----t:_=+:=:_::IDat.'SSUed, SCale: . REVlSlON NO, OESCRI?TlON OATE APPROVEO None I- ~6WF15.5 I A r~: i'oo -...! TYP21 J i' )-12 GAGE GALVA- 4~-' 1'-0" MIN. v T NIZED STANDARD G 1/ BEAM GUARD ~ 6" RAIL OR EQUAL ROADWAY WIDTH / PLAN . ,-COAT TERMINAL SECTIONS WITH . CURB LINE Z-ff' WHITE ·COOIT" REFLECTIVE « REFLECTIVE COATING KH'TE I POST SPACES LIQUID OR EQUAL (TYP.) 1 ~ ~ A....., <: [;2GAGE STANDARD + I ...GRADE POST SPACES II:~IO TERMINAL SECTION J. + s:: OREQVAL. TYP4 A A , .'$0 I "" TYP5678 Ii A B c,- ~ I.- TYP91011121 B I 'A A B t 2'-0" WIDE BLACK NON· TV? 1415 C , ' B , A B C , ..... GRADE 2" REFLECTORIZED PAINTED 4'-0' TYP 1617 C B , A A B , C .r . STRIPES, ALTERNATING -, COMPACTED Y,4 TYP 18 D , C , 'B ,A , B , C , D SAND FILL J WITH 1'-0" REF.lECTORIZEO . , ,, (TYP.) _ L.· (CON~.)TYP. I '-3' WHITE STRIPES FOR FULL 4',q LENGTH. UPPER AND r.::::. f'>-1S"0 x 12 I "f.JI-<. 0, RuMJwA, GAGE STEEL c:, i< '- 1 LOWER RAIL. £' - SEE DETAIL 'A' '1 :1- SHEll (lYP.) ] ~ z -' I \ ::J I a:CO 1 ::1 ELEVATION A:J ::> ::> SECTION A-A V 'i . ~3,-o"j(TYP.) , ROADWAY WIDTH 2'/,,' (TYP.) l 2YJe" (lYP.)1 W0 HOLES FOR Yto"0 MACHINED KEY PLAN I SCREWS WITH NUT AND NYlON WASHER. & NOT TO SCALE NOTE: 2*12"x24" SIGNS. YELLOW BACK· H'~-j, BARRIER SCHEDULE - - - - GROUND REFlECTORIZEO. BLACK LEGEND, .f.. POST J. - ROAD- ~ 1J;" ~lNl[Q) %" MARGIN. %" SORDER. 6"lEneRS-O SERIES POST SPACES r6f' ,[Q) ffi\ [Q) I I I IN ACCORDANCE WITH THE FEDERAL HIGHWAY \p WAY '[L ADMINISTRATION ·STANDARD ALPHABETS FOR E WIDTH D C BA B C D - - - TRAFFIC CONTROL DEVICES- + fr; :-w; 1 2(f.()· · · ' . 8'.0- . · 2'/,,"- '.r6,i'- 2',{,'- -1'.r6,i'-- 2 25'-0" . 1O'.{)" . (TYP.) (TYP.) · ".{)" "-0"-- zw 1 I 3 30'00" ·· . 12'-6" ::J 4 34'..0" · , 12'-6" N.T.S•. ::1 (11 1 ::> 5 38'.{)" 9'-4" 9'-4" 9'-4" · 3'-0"-1 6 40'.{)" · , 6'-3," 12'-6" · 1~'LAP \ ROADWAY WIDTH '''''' 7 44'-0" · 12'-6" 9'.0" 12'-6" 2' 4~', 4~' I?" NOT TO SCALE · DETAIL "A" 8 46'-0" · 12'-6" 11'.o" 12'-6" ·· ~~OSTBOlT 5O'.{)" r~·DIA.2'POSTBOLT 1 9 · 12'-6" 7'-6" 12'-6" · SLOT 6k· REQ'D PER POST. ,, 10 5".{)" · · 12'-6" 6·..• 12'-6" ·· ; NOTES L 2~'DIA. x 11/4' SPLICE BOLTS. 11 54'.0" 12'-6" 9'-6" 12'-6" 6 REO'D. PER UNIT. 1. ALL MATERIALS SHALL OOMPlYWITH AA$HTO DES. M180. · ·· 2. DEAD-END SIGN (2) 1rx24" RECTANGLES 0.08 ALUMINUM AS NOTED 12 60'.{)" 12'-6" 12'-6" 12'-6" -%"X2X'SLOT AND DETAILED. #2271 YELLOW 'SCOTCHLITE' SCREENED #705 · · AT All POSTS BLACK OR PROVED EQUIVALENT. 13 12'-6" 12'-6" 12'-6" I 6"'" · · (TYP.) 3. THE VERTICAL WHITE STRIPES ON THE BEAM BARRIER SHALl. BE REFLECTORIZED WITH #7216 ·COOIl" REFLECTIVE LIQUID AS MADE 14 68·... 1"'" 12'-6" 8'.0" 12'-6" '''''' · I I- "k'xl)1'S,LoneD HOLES BY MINN. MINING AND MANUFACTURING' COMPANY OR APPROVED 15 70'.{)" 12'-6" 12'-6" ·1O'.()" 12'-6" 12'-6" EQUIVALENT. · 4. POSTS SHALL CONFORM TO ASTM A36 WITH 0.20.11 COPPER AND 16 76'JY ,,,... 12'-6- 8'.{)" 12'-6- 1"'" · SHALL BE GALVANIZED PER ASTM 123. ELEVATION OF GUARD CROSS SECTION THROUGH 5. NUTS AND BOLTS SHALL CONFORM TO ASTMA307 AND SHALL 17 80"JY · 12'-6" 12'-6- 10'.(1- 12'-6- 12'-6" · BE GALVANIZED PER ASTM 123. RAIL SPLICE AT POST GUARD RAIL SPLICE 6. BEAMS AND TERMINAL SECTIONS SHALL BE MADE FROM 12 GAGE 18 9O'JJ' 12'-6- 12'-6- 10'.{)" 10'..0- 10'-6- 1""- 12'-6' N.T.S. N.T.S. OR HEAVIE~ SHEET ROLLED FROM NEW BILLET, OPEN HEARTH OR ELECT. FURNACE STEEL. THE ULTIMATE TENSILE STRENGTH OF A SPECIMEN OF THE FULL SIZE OF THE BEAM, INClUDING A , NEW Y<»X' CITY NeW York City SPLICE AT THE CENTER OF THE SPECIMEN SHALL BE AT LEAST ~ 80,000 P.S:1. THE MIN. ELONGATION OF A SPECIMEN SHALL .. Department of Transportation ~LSHOULDER BE 12% INA 2'" GAGE LENGTH. x 15116" OIA 7. GALVANIZING PRIMER AND PAINT FOR BLACK STRIPES SHALL --- BE AS APPROVED BYTHE ENGINEER. BEAM BARRIER FOR !_.... 1H '%' {]- -'~.- -- -- DEAD END STREETS , 1~· Approved: Approved: -1IJ: 1)',6' ".-1-'2' POST BOLT 1~' b....-~ ~ ..!:!!ililill! SPLICE BOLT ~"" Y HARDWARE Chief E_~~neer AssocIale Commissloner N.T.S. Dapartmentof Transportation InfrastructurelOesign Oaoartmant of OaSlon + ConsItU< CHECKED BY: Date Issued: $ CLEARANCE CANOPY kOVERING LENGTH THE CANOPY MAY EXTEND FROM THE BUILDING TO NO MORE THAN A MIN. OF MIN. 15'4' ONE FOOT ORA MAX. OF 2 FEET FROM CURB LINE. seE NOTE·A COVERING MAY BE OF FLAMEPROOF CAW/AS OR CLOTH, APPROVED SLOW BURNING PLASTIC, MATERIAL SHEET METAL OR OTHER EQUIVALENT MATERlAl. COLOR LUPRIGHTSUPPORT MUST HARMONIZE WITH THE ARCHITECTURE OF THE BUILDING THAT IT IS INTENDED FORAND ALSO BE IN KEePING WITH THE SURROUNDING AREA. IV-FIRE .Ii: HYDRANT PAINTING WHERE FRAMEWORK IS IRON, STEEL OR GALVANIlED, IT SHALL BE PAINTED AT A MAXIMUM OF FIVE YEAR PERIODS THEREAFTER. CURBLINE-J L-PARKINGMETER SEE NOTE·B LETTERING LETTERING ON COVERING MAY BE OF A PAINTED, IMPRINTED OR STENCILED TYPE PLAN VIEW AS APPROVED AND SHALL BE LIMITED TO A SINGlE HORlZONTAlllNE OF LETTERING ON EACH SIDE FACE OF THE CANOPY COVERING. THE SUM OF THE AREAS OF THE PERMITTEO CANOPY LETTERING AND TH~ SIGNS ON THE BUILDING WITH WHICH THE CANOPY IS CONNECTED SHAU NOT EXCEED THE SIGN LIMITS ESTABLISHED IN THE ZONING RESOLUTION OF THE CITY OF NEW YORK, " FACE OF BUILOING . ---...... ~ SIDE CURTAINS LENGTH VARIES NO SIDE CURTAINS ARE PERMITTED. . ""TOP OF COVERING / SUPPORT AND SUPPORTING FRAMEWORK SHALL BE CONSTRUCTED OF NON·COMBUSTIBlE METAL ~ FRAMEWORK MEMBERS VERTICAL UPRIGHTS SHAU BE OF SUFFICIENT SIZE AND STRENGTH AND j 't.CANOPVCOVERING':l, MATERIAL SHALL BE NO LESS THAN A STANDARD STEel PIPE 11f41NCH DIAMETER. WHERE SPECIAL CONSTRUCTION IS USED INSTEAD OF PIPE, THE DESIGN SHALL BE EQUIVALENT TO THE ABOVE NOTED MINIMUM STANDARD FOR PIPE. L BOTTOM OF COVERING 1'.()"MIN. Z4'MA)(. ENTRANCE-- CONSTRUCTION THE VERTICAL UPRIGHTS SHAl.l BE IMBEDDED IN A CONCRETE FOOTING OF [-FACE OF UPRIGHT SUPPORT ADEQUATE SIZE DESIGNED TO TAKE CARE OF WIND UPl1FT. INTERMEDIATE SUPPORTS OR DIAGONAL BRACING FOR VERTICAL. SUPPORTS ARE NOT PERMITTED. WIDTH VARIES EXCEPT FOR ADDITIONAL UPRIGHT SUPPORTS AT THE FACE OF THE BUILDING, CURBlINE ____ SIDEWAlK "\ ROADWAV--...... REPAINTING WHERE INITIALLY PAINTEO, IT SHALL aE REPAINTEO AT A MAXIMUM OF FIVE YEAR /////// 'Ii UII///////////// II /// ' / INTERVALS. / ~ , , , , , , - , CONCRETE FOOTING DESIGNeD LIGHTING TO TAKE CARE OF WINO UPLIFT AREA UNDER CANOPY COVERING SHALL BE LIGHTED TO THE SATISFACTION OF THE NYC DEPARTMENT OF TRANSPORTATION (NYCOOn, WHERE DEEMED NECESSARY BY THE NYCDOT. IF CANOPY IS WITHIN "fINENTY FEET OF A lAMP POST, LIGHTING SHALL aE PROVIDED UNDER THE CANOPY TO A MINIMUM OF 30 FOOT CANDLES. LIGHTING INSTALLATION MUST BE MADE BY A LICENSED ELECTRICIAN AND APPROVED BYTHE SIDE VIEW NYCDOT DIVISION OF TRAFFIC OPERATIONS, STREET LIGHTING SECTION. NOTE-A PRIOR APPROVAL MUST BE OBTAINED FROM THE FIRE DEPARTMENT FOR DISTANCE LESS THAN 15'.0-, NOTE·B PRIOR APPROVAL MUST BE OBTAINED FROM THE BUREAU OF TRAFFIC OPERATIONS WHERE EXISTING PARKING METERS ARE lOCATIONEO WITHIN THE PROPOSED CANOPY AREA. NEW vomcCITY New York City A PERMIT MUST BE OBTAINED FROM THE NYC DEPARTMENT OF TRANSPO'RTATION BEFORE A'tNCANOPY IS ERECTED. Department of Transportation CRITERIA FOR DESIGN & CONSTRUCTIO~ OF CANOPIES Approv Approved: "->- ~y- ChIef Engineer A~ ...---,------'T"-"'T---IDepartmentof Transportation InfrastructtlrefOeslgn Departmoot of Doolan + Constnk lion ~ 1- I- +_-+__-IDatelssited: scale: Drawing # H·10!9 CHECKED BY: I . REVISION NO. 'DESCRIPTlON DATE APPROVEO Non• PROP.lINE- ~ 4-SIDEWALK [.,EXISTING CURB SIDEWALK ARIE 3'.()- NEW MIN. ~ lLV~EW CURB 4-SIOEWAlK ....-:------. r- 4- SIDEWALK •• CURB l "RECESS f~'f:.8 RECESS8V 8Y OWNER I !! ~ ~ OWNER RECESS BY I / ....--t---- OWNER , >V~ RECESS BY OWNER-J f-RETAtN1NG WALL & II WATERPROOFING I //. BYOWNER , I / , I I I I • -H- - -l------""'t- I ALL & WATERPROOFING A IA SECTION A-A BY OWNER i-f SECTION D-D L I PEDESTRIAN RAMP AND DETECTABLE SECTIONE-E PLAN WARNING SURFACE STANDARD RECESS REQUIRED IN (H-1011),\ PROP. LlNE- VAULT CONSTRUCTION WHERE ..I CORNER CURB IS TO BE TURNED VARies NEW SIOEWALK W1Dlli IL __• AT A 12'-0'" RADIUS. TOP OF SIOEWAlK__~ ROADWAY NEW iL. I CURB-.. \ I r---- I I RECESS "- D ~ I 8Y ID I OWNER IX L~ NOTES: JJ 1. DESIGN VAULT ROOF TO CONFORM TO EXISTING RECEIVING BASIN TO BE REMODELED IN ~ I REQUIREMENTS OF THE DEPARTMENT OF ACCORDANCE WITH STANDARD ORAWINGS ON FilE I BUILDINGS. IN THE DEPT. OF ENVIRONMENTAL PROTECTION f-RETAINING WAll & WATERPROOFING I BY QWNER I I 2. CURB 8< SIDEWALK SHALL BE SETTO UNE AND / I GRADE AS DETERMINED BY THE NYC I OEPARTMENT OF TRANSPORTATlQN (NYCOOT). t~~TWAlL 3. RECESS FOR CURB, TO BE NOT lESS • I BY OWNER ~~~~I;'~~~~O;;~~,TO BE _' -'-"1-"'"- SECTIONB-B 4. CURB SHALL CONFORM TO THE STANDARD PLAN SPECIFICATION ON FILE IN THE NYC (WHERE ROADWAY IS NOTW1DENED) DEPARTMENT OF TRAN$PQRTATIQN. 5. SIDEWAlK AREA BElWEEN EXISTINGAND PROP.UNE PROPOSED CURB LINES TO BE MAINTAINED FOR PEDESTRIAN TRAFFIC PENDING VARIES NEW SIDEWALK WIDTH EXISTING NEW CURB WIOENING OF THE ROADWAY. CURB ---, I 4-SIDEWALK I G. PERMIT FROM THE NYC DEPARTMENT OF I TRANSPORTATION AND DEPARTMENT OF BUILDINGS MUST BE OBTAINED BEFORE ANY ., IE WORK IS PERFORMED WITHIN THE AREA • N ,.--PROP.lINE '51 JJ I " CHECKED BY: t1~ ....-,-..,-.,..j -,--,--,- +- +=--I0ate Issued: Scale: ReVISION NO. OESCRIPnOH DATe APPROVEO Non. LIMITS OF ASPHALT OVERLAY ,..... 3- MINIMUM (OR TO TOP OF BASE SMALLEST DIMENSION GOVERNS) REMOVE ALL MATERIAL WITHIN KEY EXISTING ASPHALTIC AND DISPOSE OF AWAY FROM SITE WEARING COURSE AS DIRECTED BY THE ENGINEER STRAIGHT, SAW-CUT EOGEAPPLY TACK COAT TO ALL SURFACES CU,RB CONCRETE BASE, ASPHALT BASEORSTONE BASE SUBGRADE TYPICAL PAVEMENT KEY N.T.S. New York City .__...B. Department of Transportation TYPICAL PAVEMENT KEY Approved: Approved: ~/ Chief E giooer Associate Commlsstoner Department of Transportation lnfrasttueti.u'eIDeslgn De srtment of Desl n+ Con$tnK ion CHECKED BY; rtr 1-__-+ =-----l-=+:=c::I0steISSUed: scale: Drawing # H1031 REVISION NO. DESCRlPTlON DATE APPROVED 7 f /0 None EXISTING WIDTH OF ROADWAY· EXISTING OR PROPOSED CURB LINE EXISTING PAVEMENT EXISTING UNPAVED EXISTING OR PROPOSED WING AREA CURB LINE EXISTING PAVEMENT SECTION EXISTING CONDITION N.T.S. SAWCUT "..,. AVERAGE WIDTH MINIMUM"..,. REFLECTIVE CRACKING MEMBRANE 3- ASPHAI.TCONCREre WEARING COURSE EXISTING PAVEMENT TACK COAT ALL SURFACES --'~-~ NEWBA$E STRAIGHT SAWCUT REMOVE ALL MATERIAL AND DISPOSE ~;;':~~~~~E~;E AS OIRECTEq BY SECTION TYPICAL NEW PAVEMENT IN UNPAVED WING AREA N.T.$; New YDr!< City Department of Transportation TYPICAL NEW PAVEMENT IN UNPAVED WING AREA Approved: ApptOved: ~~-' Chief Eng eer Associate Commlsslonet ,..__..,. ~------,..-.,.--I'DepartmentofTransportalioo InfraslructurelDeslgn o rtment of Des! n+ Consltu< ion CHECKED BY: ..11l:<:- I::=:=::+ -==:=:-:- +-:=+:::::::I0ate Issued: 7 $ ASPHALTIC CONCRETE OVERLAY EXISTING ASPHALT WEARING COURse I 4·MIN.~ TACK COAT L_~J . EXISTING CURB ••_-.f- 4--- EXISTING CURB EXISTING PAVEMENT SECTION N.T.S. NOTE: . ADJUST All MANHOLES, GRATES. CATCH BASINS, VAULTS. BOXES. ETC. WITHIN AREA OF RESURFACING. it:2:ilii New York City ••i'i Department of Transportation TYPICAL RESURFACING ON ASPHALT PAVEMENT &lOR WEARING COURSE (LESS THAN FULL WIDTH) Approved; Approved: ...__'"'I' ...;. ..-_.,._-I0epartmentChief Engrneerof Transportation, CHECKED BY: Mt:' 7!~ SCsIe; Drawing # H·1013 REVISION NO. OESCRIPTION None . BINDER BASE COURSE BINDER BASE COURSE PHASE II .PHASe. I PHASE II PHASE I CONCRETE BASE & TOP WEARING COURSE CONCRETE BASE & TOP WEARING COURSE POUR II POUR I POUR II POUR I PAVEMENT FABRIC PAVEMENT FABRIC see H·1040 FOR DETAILS ~_ CONSTRUCTION see H·1040 FOR DETAIlS ~- It -CONSTRUCTION JOINT . L I JOINT ""~ ASPHALTIC CONCRETE I ~---:-::--l APPLYTACKCOAT _ ~ ~ WEARING COURSE 1'-0- SAWCUTTOPCOURSEEDGE, TO ALL SURFACES :,MINIMUM _ _ \. MINIMUM I F:Ull DEPTH, TACK COAT, SEe NOTE #3 TOP WEARING COURSE ./-.--L TOP WEARING COURSE BINDER BASE COURSE ':"rr-/- - -/-rr-k BINDER BASE COURSE. -/--- SECTION TYPE I CONSTRUCTION JOINT NX.$. NOTES: 'i. TYPE I CONSTRUCTION JOINT TO BE USEe FOR LONGITUDINAL ROADWAY JOINTS. 2. TYPE II CONSTRUCTION JOINT SHALL Be INSTAlLED ON All TRANSVERSE ROADWAY JOINTS. 3. ALlA$PHALT JOINTS SHALL OE SAW-CUT, FUllDEPTH. TACK COAT TO BE APPLIED TO ALL SURFACES. JOINT SHAlL BE PARALLEL TO CURBUNE ORAS OTHERWISE DIRECTED._ .~ New York City ..__iii Department ofTransportation TYPICAL CONSTRUCTION JOINTS FOR CONCRETE BASE FOR PAVEMENT Approved: Approved: C2,.e-.. Chief Ec{glnoor Ass~ Department of Transportation InfrastructureJOes/gn oOOartment of Desilln + Construction CHECKED BY: 1::=::::-c:-'I- =~=,,_...,.. +=:_t==::_IDate Issued: Scale: Drawing # H~1034 None I REVISION NO. OESCRIPY1¢N DATe APPROVEO 7ft Ito 2-#4 -. TRANSITION AREA OROPCURB TRANSITION AREA VARIES • •r J I-I---;-~==N=l"=1 ______, ' 1---,-,,-1'-6"_I ~ ... .\ --,' \ CURB ELEVATION VIEW NOT TO SCALE ~ SEALEO ~OUNDED~2. h-_~!f'SEALED 1" ROUNDED", 6" / rPREFORMED O' REVEAL FOR • MIN. ! I/ r PREFORMED _ '\.ji;l1/ JOINT FIlleR PEDESTRIAN RAMP" I 'I I r/ JOINT FIlleR ~ SIDEWALK ////y//// SIDEWALK I 6-#4 I 7'":/77/////'"7/~":7"//..,.../.J VARIES -16" MINIMUM (TYP.) I VARIES -18- MINIMUM 2" - '- PAVEMENT THICKNESS : 2"-= f7; IT 1-2" #2@ 16" O.c. -----:,;..L #2@18·O.C.~ u.. /!'--r-~_--L. !-r--!---'- 4-#4 2 (TYP.) 1 L "1 ~ SECTION A-A SECTION B-B' NOTTOSCALE NOTTOSCALE • REVEAL AT PEDESTRIAN RAMPS NOTES: SHALL BE O' AS SHOWN. REVEALAT DRIVEWAY TO BE 1-112". 1. CONCRETE SHALL BE ClASS A-40. 4000 P.S.I. AS PER SECTION 3.05 OF STANDARD HIGHWAY SPECIFICAnONS. 2. STEEL REINFORCEMENT SHALL BE AS PERASTM AS15. GRADE 60. 3. THE SLOPE OF THE TOP OF CURB SHALL CONFORM TO SLOPE OF SIDEWALK IN ALL CASES. NEW· YORK CITY ..~ NeW York City 4. EXPANSION JOINTS IN CURB SHALL NOT EXCEED 20'-0- O.C. Department ofTransportation 5. THE EXPANSION JOINTS OF THE CURB SHOULD LINE UP WITH THE EXPANSION JOINTS IN THE CONCRETE SIDEWALK. ---REINFORCED CONCRETE CURB & DROP CURB r---l""'"------~--"l"-.,..-_I==T- CHECKED BY: ~ I 1==+-_----:'=_--t~____ID.te Issued:: 7/11/0 DrawIng # H-1035 RE\ItSIONHO. DESCRIPT10N DATE APf"ROVa) 1/4" OR 1/Z" JOINT (SEE NOTE3} 6' . T r-.4=:~"~'.;;,;.):.:·~::::::::::::::::::::::::::::::::::.~;·'f.~·~:':~'~:"Ji'!1~~~~~~ ::::~ AI I ~ '"R ,:i1i _t.------~ L..:A ~ . ~10~'.()"~ I ..:-__ _ I lOl 1 _ ELEVATION N.T.S. ""-CONCRETECURB W. 8" ITEM 4.08AG SECTIONA·A N.T.S. NOTES: 1. All EXPOSED SURFACES TO BE STEEL ~ TROWEL FINISHED. 2. THE MATERIAL UNDERLYING THE CURB SHALL BE SATISFACTORY AND THOROUGHLY COMPACTED TO THE SATISFACTION OF THE ENGINEER. 3: PREFORMED JOINT FILLER TO BE USED AT ALL EXPANSION JOINTS. THICKNESS OF EXPANSION JOINT TO MATCH THAT OF ADJACENT SIOEWALK., 4. COLOR TO BE AS DIRECTED. . New York City Department of Transportation CONCRETE POURED·iN·PLACE . MALL CURB Approved: Approved: './""'".... ~. ChIef ~ngrneer Associate Commissioner Department of Transportation Infrastructure/DesIgn Deoartment of DesIM + Construction CHECKED BY: 1::=~::+ -:::::::::::-:::- t::::,:,+:::::c::I.oate Issued: $ PROPERTY PLAN LINE ~2"x12"x12"DEEP ;CONCRETEOR . . CONCRETE JUNCTION STEEL FACED ( BOX WITH STEEl. COVER /CONCRETESIDEWAlK CUT PIPE FLUSH CONCRETE CURB / WITH CURB FACE / ."""-' ..~ ..~ -:-"-' ~ .. ,.,..... ANOGRINOSMOQTH -...... lJftj. ,., .. :'(.:. ''q~.;., 4·.·: ·.· :'t.'- ''q~'., ,1',' 4·.· ~·.·.·.·: ':::::::::=:::::=1.' •.<.: ------JJ~:(~~ lW.W.M. 'Z."C.1. (NO HUB) 2x2x6 CROSS SECTION EXPANSiON _ 12~ - I 12" JOINT (TYP.) CONCRETE SIDEWALK ~6:-' .....:1:.2"~llYP~.)~_+_~6·_-I CONCRETE SIDEWALK rW.W.M. MIN.T 2x2x6 CLEAR :4-t7~· .~::::4.~.A7";:~. ~.~: .~~~. :·.A·;.. ~~~:~.·:.·~'.:~ .. ~ i···~~···.e.···.~ ~ ~ .. ..:..... i"'e.:·" ", , • " " ","4 MATEJLllYP') .• d.. .'<1:. <1 ": ...' SINGLE DRAIN lAS SHOWN) MULTIPLE DRAIN NOTE: SECTION A-A New York City AUTHORIZATION REQUIRED BY N.V.C. DEPT. OF N.T.S. BUiLOINGS & DEPT. OF ENVIRONMENTAL PROTECTION FOR Department of Transportation NEW INSTALLATIONS. UNDER SIDEWALK DRAIN Approved: Approved: ~ r I""' .,._.,__-IDepartmentChief glneerof Transportation Associate CommissIoner InfrastructurefO&S/gn De rtment of Desl n +CooslnJclion CHECKED BY: Date Issued: Stale: Drawing # H·1037 --Mt:.- o , None REVISION NO. OESeR"""," DATE APPROVED 7 I 3"x3- 618"x11-NO.8 58" 114 BEND EL£¥)W SPRING . . - . ORANGE AND WHITE REFLECTIVE SHEETING SEe FIG. MC 4 OF N.V.s. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES TIE WIRE S" MIN.·12" MAX.-48"xO.25- ANODIZED ALUMINUM PANELS WITH REFl:.ECTORIZED BARRICADE SHEETING. ATTACH WITH FOUR i-NO. 14 PAN HEAD METAL SCREWS . 0 ?il~ R(H,O) CALCIUM CHlORIDE (cael' " MIXTURE TO THIS lEVEl. Iri-~'CALCIUM CHLORIDE WILL . 0 ~Jl NOT-BE REQUIRED FROM MAY 15 TO OCTOBER1. " ...... FLUID LEVEL !1 3-x3- 3151$" "-3- SLEEVE FOR SANITARY TEE COUPLING (TYP.) TYPICAL TYPE III BREAKAWAY BARRICADE UNIT ALTERNATE "A" NOT TO SCALE TYPICAL TYPE III BREAKAWAY BARRICADE UNIT ALTERNATE"B" NOT TO SCALE NOTES' ~ 1. ALL PIPE SHAlL BE POLWINVl CHLORIDE (PVC) PRESSURE 1. All PIPE SHALL BE POL'WINYl CHLORIDE (PVC) PRESSURE 10. NO. 14 PAN HEAD METAL SCREWS 1- LONG N.Y.s.O.O.T. 715.04. RATED PIPE SDR 21 ORSDR26ASTM022.41. RATED PIPE SOR21 OR SDR 26ASTM 02241. 11. FOR LIGHTED BARRICADES THE MOUNTING OF BATIERY 2. JOINT FITIINGS SHAll BE PVC ASTM D2665. 2. JOINT FmlNGS MAY BE PVC ASTM 026650RACRYLONITRU.e PACKS FOR LIGHTING ON CONSTRUCTION BARRICAOES BUTADIENE SlYRENE (ABS)ASTM 02661 (DRAINAGE AND VENT). SHAll BE AT THE BASE OF THE BARRICADES. 3. ALL PIPE SHAll BE WHITE. WHITE FmlNGS ARE PREFERRED, BLACK MAY BE USED. 3. ALL PIPE SHAll BE WHITE. WHITE FrmNGS ARE PREFERRED. BLACK MAY BE USED. 4. SOLVENT CEMENT ASTM 02564 TYPE I. 4. All JOINTS SHAll BE FREE T() SEPARATE UPON VEHICLE IMPACT. 5. ALUMINUM FACE PANELS N.V.S.D.O.T. 73O- Approved: Approved: ~. ..- __I""' .,._..,.__-I'DepartmentChlefE glnwof Transportation Associate Commtsstoner InfrastructureJDeslgn De artment of Des1 n +Construclion CHECKED BY: Date Issued: Scale: Drawing # H·1038 REVISION NO. OAre APPRO'{CO 7/ None . PROPERTY LINE -,~ ,1/2 ROADWAY WIDTH r ; ....5' ,...CURB 20' I VJOINTAT / i CURBLINE III III lII· III , III III '/ III III \I III III III \\\ III 1'-6" \I III III III III --'I~ \I III III III III III III III III III III III III III TRANSVERSE JT. III III III \\! \\\ m 1/8" WIDE ~ III iii I iii iii III III III III III x iiilII III 1'-6" III III I \I III J III III A~\I \I III -\\r---- III III III \I, L III III III III I III 0. III III III III I / 15' 20' 20' :-5' SECTION X-X V LCURB TYPICAL TRANSVERSE JOINT L 1/8~ TRANSVERSE JOINTS, N.T.S. SEE SECTION X-X L TYPE I LONGITUDINAL CONSTRUCTION JOINT (STD. DWG. H-1034) PLAN' (TYPICAL PAVEMENT JOINT LAYOUT) N.T.S. NOTES: 1. TYPE I CONSTRUCTION JOINTS TO BE INSTALLED ON ALL LONGITUDINAL ROADWAY JOINTS. 2. TRANSVERSE JOINTS TO BE SAW CUT WITHIN 24 HOURS OF POURING OF CONCRETE. TRANSVERSE JOINTS SHALL BE 5 FT. SKEWED AND SHALL BE PROVIDED AT 20 FT. CENTERS. SEE TYPICAL LAYOUT AND SECTION X-X FOR DETAILS. (1/8" WIDE) 3. AN 18 INCH WIDTH OF R.C. MEMBRANE IS TO BE APPLIED OVER TRANSVERSE AND LONGITUDINAL JOINTS TO PREVENT REFLECTIVE CRACKING. R.C. MEMBRANE TO BE APPROVED BY THE ENGINEER. 4. R.C. MEMBRANE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. 5. ROADWAY JOINTS (LONGITUDINAL OR TRANSVERSE) TO BE PAID FOR UNDER NEW CONC. BASE ITEM.· 6. 'CONTRACTOR WILL BE PERMITTED TO INSTALL ALTERNATE COLD JOINT FOR TRANSVERSE SECTIONS, SUBJECT TO THE APPROVAL OF THE FIELD ENGINEER. New York City 7. R.C. MEMBRANE WILL BE. PAID FOR UNDER ITEM 6.91,REFLECTIVE CRACKING MEMBRANE (18" WIDE). :5 Department of Transportation TRANSVERSE CONSTRUCTION JOINTS FOR CONCRETE BASE Approved: Approved: - ~ ,..__.,.. .,.._,.._-IoepartmentofChief ~_~oor Transportallon Associate Commissioner Infrastructure/Desigo Deoartment of Doolan + Construction 1----f------+--+---IoatetSS I . SURFACE TO , __IF'NISHEOCONFORM TO EXISTING . ROADWAY CROWN& GRADE :,tP. BROOM FINISH . , (DIRECTION OF TRAFFIC), \~XISTING ST~M MANHOLE . . .E~ ADJUSTED (BY OTHERS) ROUND All EDGES ~ ~2'-6- MIN. .1 - STEAM 'E' 2'-6- MIN. M.H. AlLAROUND ~CHISEL~ NOTES 1. DEPTH -0- TO BE TO THE TOP OF THE I\-""" EXISTING CONC .. BASE. THE CONC. BASE SHALL BE CHIPPED CLEAN AND AN EPOXY BONDING COMPOUND SHAll BE APPLIED THERETO. PARTIAL SECTION 2. SHOULD THE DEPTH -0"10 THE TOPOF N.T.S. THE EXISTING CONe. BASE BE lessTHAN .-3' 6" THE BASE SHALL BE CUT DOWN TO lYP. '- ,- --jq--+1- A MIN. OF 6- AND AN EPOXY BONDING - /I CORNER COMPOUND WILL Be APPLIED TO THE EXPOSED CONe. SURFACE. ROUNDAllEOGES-'/ -H-3' 3. CONC. PAveMENT SHAll BE CLASS-N CONC. (4000 psl AT 28 DAYS). 4. PRICE 810 SHAll INCLUDE All EXCAVATION, PREPARATION, EPOXY, .PLAN CONC., FINISHING. ETC., REQ'O FOR N.T.S. THE PROPER INSTALLATION. 5. THE PERIMETER OF THE EXCAVATEO AREA SHAllBE CUT SQUARE IN ORDER TO PROVIDE FOR AN EVENLY FINISHED AREA. 6. IF THE SEPARATION BElWEEN TWO OR MORE CASTINGS IS SMALLER THAN S THE RESTOAATION SHAll BE AS ONE UNIT WHILE THE PAY ITEM SHAll BE THE NUMBER OF MANHOLES fl/AlVE BOXES) INCORPORATED INTO THE WORK. 7. FOR CONC. COLLAR AROUND STEAM VALVE BOXES CONSTRUCTION Will 8E SIMILAR EXCEPT EDGE DISTANCE -PSHAll BE 1'..()". Ill~ New York City _~. OepartmentDfTranspDrtation CONCRETE COLLAR AROUND STEAM MANHOLE AND STEAM VALVE Approved: e;;,. ~ ' ..A' ~ En~e« ...-_.., .,.._.,.__"foepartmentChIef of Transportalion Associate Commissioner Infrastructure/Design Denartment of Deslon +Construction CHECKED BY: I::=~::t -::==:::-_.,..-__t:-=+.:~=,Oatelssued: scale: Drawing # H-1041 I . REVISION NO. DESCRIPTION DATE APl'ROVEO None TYPICAL TYPE RESTORATION FACE OF . CURS SEE TYPICAL TYPE SEE TYPICAl !""E REs:rORATION SEE TYPICAL TYPE RESTORATION W+3' (MIN1MUMl RESTORATION OVOANV . . REPLACE TO CURB LINE CON RETE BASE (EXISTING) OR CENTER l1NE WH' TYPE I "00" w MIN. MIN. lYPEU . lYPEI1I TYPE IV TYPEV x X I KXX){ D< Xl13X. ~tI §J<.AV RESTORATION DETAIL N.T.S. NOTES: 1. ALL UNDERMINED BASE SH~LL BE REMOVED PRIOR TO BACKFILLING. 7. WHEN THE EXISTING PAVEMENT IS ASPHALT MACADAM WITHOUT CONCRETE BASE. THE CONTRACTOR SHAll SAWCUT A WIDTH OF NOT LESS lHANW+1'OFTHE 2. All TRENCHES SHAll BE BACKFILLED WITH GOOD TO EXCEllENT FillAS PER EXISTING PAVEMENT AND RESTORE THIS TO CONFORM TO THE EXISTING PAVEMENT ,NYCOOT STANDARD HIGHWAYSPEqJFICATlONS. AND SUB·BASE MATERIAL BUT MUST PLACE NOT LESS THAN 6" OF ASPHALT 3. SAW CUTIING BACK CONCRETE BASE, SQUARING AND ALIGNING OF CUT LIMITS MACADAM ON 6" OF CRUSHED STONE AGGREQATESIZEDTO 1-TOa-. THE TO'BE PERFORMEO ONLY AFTER COMPLETION OF THE COMPACTION OF THE RESTORATION SHAll CONFORM TO THE TYPICAllYPE RESTORATION ABOVE. WHERE BACKFill TO THE BOnOM OF THE BASE. NO MARKING EXIST THE ALIGNMENT SHALL BE so THATSAWCUT OOES NOT FAll UNDERA WHEEL TRACK. 4. BACKFILL MATERIAL SHALL BE DEPOSITED IN HORIZONTAL LAYERS NOT EXCEEDING 12" IN THICKNESS PRIOR TO COMPACTION. A MINIMUM OF 95% OF STANDARD 8. WHEN X DISTANCE BETWEEN HOLES IS GREATER THAN 10 FT. FROM EDGE TO MAXIMUM DENSITY WILL Be REQUIRED. WHEN PLACING BACKFILL AROUND PIPES, ABUTIING EDGE. THE CONCRETE BASE SHALL Be OPENED SEPARATE FOR EACH LAYERS SHALL BE DEPOSITED TO PROGRESSIVELY BURY THE PIPE TO EQUAL HOLE. A SER1E~OF SMALL HOLES SPACED 10 FT. OR lESS FROM EDGE TO DEPTHS ON BOTH SIDES. COMPACTION SHALL BE ACHIEVED BY THE USE OF ABUTTING EDGE SHAll BE OPENED TO A CONTINUOUS TRENCH. SEE TYPE V IMPACT RAMMERS, PLATE OR SMALL DRUM VIBRATORS OR PNEUMATIC BunON HEAD RESTORATION. COMPACTI9N EQUIPMENT. HAND TAMPING IS NOT PERMmeD EXCEPT IN THE 9. ALL REPAIRS SHALL CONFORM TO TYPICAL TYPE RESTORATION I THRU V ABOVE. IMMEDIATE AREA OF THE UNDERGROUND FACILI1Y. 10. FOR TRENCH Oij HOLE RESTORATION AT BUS STOPS OF FUllDEPTH CONCRETE: OR 5. ALL RESTORATION SHALL CONFORM TO THESTANDAROSAND SPECIFICATIONS OF ANY FULL DEPTH CONCRETE PAVEMENT, SEE STANDARD DRAWING 1050 FOR NYC DEPARTMENT OF TRANSPORTATION IN PROCESS INSPECTION AND AND CONSTRUCTION DETAILS AND STANDARD DRAWING 10428 FOR RESTORATION TESTING SHALL BE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER DETAilS. 6. WHEN THE EXISTING PAVEMENT IS ASPHALT ON CONCRETE BASE THEN RESTORATION 11. FOR RESTORATION OF CONCRETE COLLARS AROUND STEAM MANHOLES SEe STANDARD SHALL BE AS SHOWN ON THIS RESTORATION DETAIL CONCRETE SHALL BE REMOVED DRAWING H·1041. FOR BUS STOPS REFER TO STANDARD DRAWING H-1005AND H·1005A. TO A WIDTH OF W +1 FT. BY FULL DEPTH SAWCUTTING. ASPHAlT$HALL BE REMOVED TO A WIDTH OF NOT lESS THAN W + 3 FT ~ BY SAWClffAND GRINDING OR PEELING so AS NOT TO DAMAGE CONCRETE BASE. THE SAWCUT SHALLALlGN WITH THE lANE NEW YORK CfTY ' MARKING OR DIRECTION OF TRAFFIC. IF, THERE ARE NO lANE MARKINGS. AND New York City PERPENDICULAR THERETO...... __.....iii Department ofTransportation STANDARD TRENCH OR HOLE RESTORATION , FOR STREETS PROTECTED BY NYC ADMINISTRATIVE CODE § 19-144 Chief Engineer Associate Commlsslonet " __""l~ .,._..,.__-I,oepartmentofTransportation InfraslrocttlrelOsslgn Oeoartment of Desil'm +Construction $ fCll~~~fE;n:g,~n....t~==::=~A$s~ r---T------,..-,..--IDepartmentof Transportalion InftastrueturelOe:Slgn artment of Desl n + Coostrucllon CHECKED BY: ~ 1::::::::=+ -:==::'C" -,f-:'=f-:'=--I,Dat.lssued: Scale: REVISIONNO. OESCRIP11ON DATE APPROVEO 7//0 NOll. . 1• ALL UNDERMINED BASE SHALL BE REMOVED PRIOR TO BACKFillING. 2. All TRENCHES SHALL BE BACKFILLED WITH MATERIAL MEETING NYC DEPARTMENT OF TRANSPORTATION STANDARD HIGHWAY SPECIFICATIONS, SECTION 4.11. , 3. WHEN PLACING FillOR BACKFill AROUND PIPES OR OTHER UNDERGROUND FACILITIES, SIX (6") INCH LAYERS SHALL BE DEPOSITED TO PROGRESSIVELY BURY THE FACILITY TO'EQUAL OEPTH ON BOTH SIDES AND FOR THE FULL OEPTH AND WIDTH OF THE TRENCH EXCAVATED FOR THE FACILITY. ,THE ABOVE METHOD "- OF FilL OR BACKFILL SUPERSEOES THE FILL OR BACKFILL METHODS AS SPECIFIED ELSEWHERE IN THE NYC DEPARTMENT OF TRANSPORTATION {DOT} STANDARD SPECIFICATIONS FOR THE PRIVATELY OWNEO OR CITY OWNED UTILITIES. IN ::.. DEEP TRENCHES, IN LIEU OF DEPOSITING AND COMPACTiNG THE BACKFILL Bt n FROM TWO (2') FEET ABOVE THE UNDERGROUND FACILtTYTO A PlANE FIVE e.. "'" (5') FEET BELOW FINAL SURFACE IN ACCORDANCE WITH THE ABOVE SPECIFIED PROCEDURE, THE CONTRACTORMAY SUBMIT TO THE COMMISSIONER ~ OF DEPT. OF TRANSPORTATION, FOR APPROVAl. AN ALTERNATE BACKFill METHOD {I.e., PUDDLING, JETTING, DEEPER COMPACTION LAYERS, ETC.}. THIS, / SUBMITTAL MUST FUllY DESCRIBE THE AlTERNATE METHOD,INCLUDING PROPOSED EQUIPMENT, BACKFill MATERIAl, DEPTH OF COMPACTION LAYER , AND TRENCH lOCATIONS WHERE IT Will BE EMPLOYED. HOWEVER, APPROVAL OF ANY ALTERNATE BACKFill METHOD SHALL NOT RELIEVE THE CONTRACTOR FROM OBTAINING A MINIMUM 95% STANDARD PROCTOR MAXIMUM DENSITY. SHOULD THE COMMISSIONER DETERMINE THAT THE SPECIFIED OeNSITY IS NOT BEING OBTAINED, THE AReA MUST BE RE·EXCAVATED AND BACKFILLED UNTIL THE REQUIReD COMPACTION DENSITY IS' ACHIEVEO. PLAN 4. ALL RESTORATION SHAll CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE NYC O.O.T. AND IN PROCESS lNSPECTION AND TESTING SHAllBE CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 5. THE CONCRETE BAse OF THE EXISTING COMPOSITE PAVEMENT SHAll BE ~~;;;E~I~~~~; HOLES REMOVED WITH A BEVELED SAW CUT, AS SHOWN ON THE DETAIl, TO DIMENSIONS A MINIMUM OF SIX INCHES GREATER THAN THE EXCAVATION AT '\~XISTING ASPHAlTIC BEVELED SAW CUT (REFLECTIVE CRACKING THE BASE OF THE BEVEL. ASPHALT SHALL BE REMOVED TO DIMENSIONS TWELVE \ WEAAING COLRSE 1 ON 3 MIN. '"\ MEMBRANE INCHES GREATER THAN TliE OPENING OF THE CONCRETE BASE AT THE TOP OF f THE BEVEL BY SAWCUT AND GRINDING OR PEELING SO AS NOT TO DAMAGE THE CONCRETE BASE; 6. THE BEVELED SAW CUT SURFAce SHALL BE ROUGHENEO WITH A SMAllIMPACT HAMMER, 20 LBS. OR LESS, WITH A CHISEL POINT AT lEAST ONE INCH w;z~:~'''/ '~ ;:\'~:.,~ WIDE. S \ 7. STEEL REINFORCING BARS, AS SPECIFIED ON THE DETAIL, SHAllBE GROUTEO INTO DRILLED HOLES WITH CONCRETE GROUTING MATERIAL -~~#~/1-~ CONFORMING TO NEW YORK STATE DEPARTMENT OF TRANSPORTATION 4" EMBEDMENT SPECIFICATION 701.()S. MIN. 8. THE ROUGHENED BevELED SURFAce SHALL BE AIR BLASTEO TO REMOVE OUST .. EXIST. CONC. PRI~Rro BASE EXCAVATION MIN. AND LOOSE PARTICLES COATING WITH A TWO COMPONENT BONDING COMPOUND CONFORMING TO NEW YORK STATE DEPARTMENT OF TRANSPORTATION SPECIFICATION 721.()3, EPOXY POLYSUlFIDE GROUT. .' 9. A CONVENTIONAL CONCRETE MIXTURE CONTAINING AN INCREASED CEMENT SECTION A-A FACTOR {9 BAG MIX. TYPE III CEMENT}, REDUCED WATER CONTENT, SUPERPlASTICIZER AND AN ACCELERATOR SHAll BE USED SO THATTHE RESTORATION CAN SE OPENED TO TRAFFIC WITHIN ATWENlY·FOUR HOUR PERIOD WHEN THE CONCRETE HAS ATTAINED A STRENGTH OF 2.~ PSI OR BETTER. UNTil THIS TIME, THE RESTORATION SHAll BE PROTECTED FROM BEVELED SAW CUT /#8X1S"LG@12"C'C'GROUTED TRAFFIC BY PLATINGAND/OR BARRICADING. 1 ON 3 MIN'l INTO 1 114" HOLES lYP. 10. MATCH EXISTING TRANSVERSE JOINTS AND SAW CUTS IN EXISTING CONCRETE 12" BOTH ENDS BASE. MINi 11. INSTALL REflECTIVE CRACKING MEMBRANE OVER eACH BEVELED SAWCUT. REPLACE OR PLACE REFLECTIVE CRACKiNG MEMBRANE OVER ALL TRANSVERSE JOINTS OR CRACKS THAT CARRY THRO!JGH. IF THE WIDTH OF THE // RESTORATION IS TWO FEET OR lESS, PLACE THE REFLECTIVE CRACKING ;:<:.':.<:~ I 1j! MEMBRANE OVER THE FULL WIDTH OF THE REPAIR. 12. APPLY A TACK COAT TO ALL EXPOSED CONCRETE SURFACES BEFORE INSTALLING NEW ASPHALTIC CONCRETE WEARING COURSE. 9""~ New York City EMBEDMENT '~ Department of Transportation S" EXCAVATION MIN. ROADWAY RESTORATION FOR NEWLY CONSTRUCTED ROADWAYS SECTION B-B Approved: Approved: [C~--'h;I'~fE~:~9~I-:,~..,~~t:;;:~_..:..JAs~/ ...---,I"""------.,.-"T--'i'Departmentof Transportation InfrastluCturetDes!gn ~artment of Desion + Consltuction ~ 1:-~=-.,.1f---.,..-~=~-----+__:-+__:="..Date Scali): Drawing # H·1042C CHECKED BY; 'I l$$lIed: Non. REVISION NO. OfSCRI?11ON DATE APPROVeD 7/1/10 3" 3/4" r MAINTAIN SIDEWALK SLOPE i-=- NOTES 1•. EXPANSION JOINTS IN THE STEEL CURB FACING AND CONCRETE BACKING SHALL BE AT A MAXIMUM SPACING OF 24 FEET. 2. THE EXPANSION JOINTS OF THE CURB AND STEEL CURB FACING SHALL LINE UP WITH THE EXPANSION JOINTS OF THE CONCRETE SIDEWALKS. 3. NO PIECE OF STEEL CURB FACING HAVING LESS THAN TWO (2) WELDED DOWELS MAY BE INSTALLED UNLESS IT IS WELDED TO THE ADJACENT STEEL CURB FACiNG. TOP OF WEARING 4. 112" 0 x 5" HEADED ANCHOR STUDS (GRANULAR OR SOLID FLUX FILLED) MAY BE SURFACE \ '''\ I SUBSTITUTED. 5" ----'-I.--T---I~!\ 5. STRUCTURAL STEEL AS PER BOARD OF STD. SPECS. 20-5·35 TYPE A·1 (A.S.T.M. . DESIGNATION A35). "-10"X318"PLATE I'll 6. SURFACE TO BE PAINTED SHALL BE THOROUGHLY CLEANED AND THEN PAINTED AS PER REQUIREMENTS OF SECTION 2.131N THE NYC DOT STANDARD HIGHWAY SPECIFICATIONS. THE COLOR OF TOP COAT SHALL BE GRAY AS APPROVED BY THE ENGINEER. 7. WHERE TWO (2) PIECES OF STEEL CURB FACING ARE JOINED BUT NOT WELDED, TWO (2) ONE:HALF (112) INCH RODS, TWENTY FOUR (24) INCHES LONG SHALL BE INSERTED INTO THE CONCRETE BACKING, ONE.fjALF (112) THE LENGTH AT EACH SIDE OF THE JOINT. 8. CORNER CURB:·VERTICAL FACE WILL BE ACCEPTABLE FOR CORNER CURBS DETAIL PROVIDING THE ENOS ARE WARPED TO FORM A TRANSITION WITH ADJACENT BATTERED FACE CURBS. N.T.S. 20'-0" MAXIMUM 9" I 112" DIAx 5" LONG ANCHORS AT 1'-0" MAXIMUM, CENTER TO CENTER-5TAGGERED I 9" I I ~ -...... c c ~__c_r_c_~_C_~_C_~.....:-C_~-..,._C_U-,.-C n _0 NEW YOR( CITY New York City Department of Transportation ELEVATION-STEEL FACING FOR BRIDGE DECK CURBS STEEL FACED CURB . : N.T.S. STEEL FACING TYPE D FOR STRUCTURES Approved: AA~ Chief Engineer of Transp0rt3lfon ,.-_.,. .,._.,.._-I0epartment InfrastroctureJDesign . Oeoartment of Daslon + Coostroctloll Scale: Drawing # H~1043 CHECKED BY: D13L" I I::==+-_-,_-===-, +:=+==:::i0ate Issued: REVI$IONNO. OESCAIPl1ON DATE APAAOVeo None . . .. NOTES: TOP 1- SEALER ON BONO BREAKER (TVP.) FILL TO 1W OF TOP SURhACE . 1. ALL MATERIALS AND CONSTRUCTION METHODS USED ARE TO CONFORM TO SECTION #4.08 OF THE NYC OEPARTME;NT OF TRANSPORTATION STANDARD .' /.r 1WOR1/2"PREFORMEO 6- j JOINT FILLER HIGHWAY SPECIFICATIONS. r1/4" Ii!: ;..•. ~.; '" . K ;: .. :;::<-'i~:. , '-1-RADll,lS RO,",WAY I\. 'Y'»~'. SURFAC~ - ,I '\.VARIES. 18" MINIMUM HEIGHT DEPENDS ON PAVEMENT DESIGN DETAIL. tr.T:S:- NEW !tiI:iii New York City :_ii Department of Transportation CONCRETE CURB Chief Engineer Associate Commisstoner Department of Transportation InfrastructurelDesfgn DeDSrtment of Deslan + Construction .. ~ Date ISsued: Scale: Drawing # H·1044 CHECKED BY: J None REVI$IONNO. OESCRI?TlON DATE: APPROVEO 4~ CONC. SIDEWALK 7" CONC. SIDEWALK NOTES: ~- STRUCTION METHODS 1. ALL MATERIALS ANDO~~NTOSECTION #4.13 OF THE O USED ARE TTMCE~~~F TRANSPORTATION (DOT) NYC DEPAR ATIONS STANDARD HIGHWAY SPECIFIC . WELDED WIRE FABRIC, WHERE SPECI~EfT~~~~L BE 2. ASTM DESIGNATION A-18\g~~~~I~~ # 2.25 OF THE 6" GRAVEL, BROKEN STONE OR SAND ANDDCAORNDFOHIRG~WAY NYCDOTSTANSPACING, SPECIFICATIONS. AS PER STANDARD SPECIFICATION 6" GRAVEL, BROKEN STONE OR SAND AS PER STANDARD SPECIFICATION TYPE 1- SIDEWALK,OUTSIDE DRIVEWAY AND CORNER QUADRANTS N.T.S. TYPE 11- SIDEWALK, 'IN DRIVEWAY AND IN CORNER QUADRANTS. N.T.S. WELDED WIRE FABRIC #8I8@6"X6"SPACING 6" GRAVEL, BROKEN STONE OR SAND AS PER STANDARD SPECIFICATIONS New York City Department of Transportation CONCRETE SIDEWALK TYPE III - SIDEWALK. Approved: Approved: WITH WELDED WIRE FABRIC N.T:S. A$~ Chief En near . DepartmenlofTransporfatiOn lnfrastructure/Oe:slgo De artment of Oesl n + Construetlon CHECKED BY: Mat: t==+:===------====t=t:::::loate Issue 1. ALL MATERIALS AND CONSTRUCTION METHODS USED ARE 4. TREE STAKES ARE TO BE REMOVED BY THE TREE TO CONFORM TO SECTION # 4.16 OF THE STANDARD SUBCONTRACTOR NOT LESS THAN ONE YEAR AFTER HIGHWAY SPECIFICATIONS. LATEST EDITION. PLANTING OF SAID TREES AND PRIOR TO THE FINAL ACCEPTANCE OF THE WORK. 2. PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL OBTAIN THE NECESSARY PERMIT FROM THE DEPT. OF 5. USE OF SIDEWALK PAVEMENT MATERIALS OTHER THAN *" WIDE, FLAT, WOVEN PARKS AND RECREATION FOR THE REMOVAL AND PLANTING GRANITE BLOCK MUST BE SPECIFICALLY APPROVED, IN POLYPROPYLENE TIE ---__.. OF TREES. WRITING, BY ENGINEER. 3. TREE PITS SHOULD BE LOCATED TWO (2) FEET MINIMUM 6. GRANITE BLOCK IN TREE PIT SHALL BE PAID FOR FROM GAS. OIL OR WATER BOXES. . UNDER ITEM NO. 6.06 AB OR 6.06 BB, AS APPLICABLE. 7. WHERE CONCRETE PAVERS ARE SPECIFIED FOR USE IN. CEDAR STAKES 8'.IY' LONG ----'...... TREE PITS THEY SHALL BE PAID FOR UNDER ITEM NO. 6.47 TP. TOPSOIL SHALL BE FORMED INTO __, A SAUCER AROUND PERIMETER GRANITE BLOCK ON SAND SETIING BED (SEE NOTE #ll & #7) 3" MULCH LAYER SIDEWALK PAVEMENT 40' 40' SPACING MINIMUM 8' 8' GRANITE BLOCK PAVER PARKING METER MIN. MIN. ON SAND BASE WITH GROUTED JOINTS CEDAR STAKE EDGE OF SIDEWALK A A l J LIGHT POLE TREE REQUIRED STREET CURB I------LENGTHOF TREE PIT\------\ TREE SPACING NEW Y~I( em ~ New Yorl< City 3" MULCH LAYER ...__iii DepartrnenlofTransportation PLAN STREET TREE PLANTING DETAIL TREE PLANTING, STAKING TYPE 1 Approve Scale: Drawing # H·1046 CHECKED BY: ~ 1--==+- ==----+-=t-:=--IDaleISSUed: 7 { to None ReVI$IONNO. OESCRlPncm DATE APPROVED 2"XS" PLANKS, ALL AROUND -- _ 4"X4" POSTS, TYPICAL -- SNOW FENCE TYPE TREE WRAP--~ al ~ 2"XS" PLANKS,'ALLAROUND -=::~~~~~~:~~~~. « ~ 2"XS" BRACES, ALL AROUND - ~ ~ .~ '" 2"XS" PLANKS, ALL AROUND _,..--...---'h--- .---'--rl'.-!- " 7' 4"X4" POSTS, TYPICAL ---f==~T==='ili-----:r • WIDTH MAY BE REDUCED TO S' ON NARROW r-. SIDEWALKS AS REQUIRED TO MAINTAIN . SIDEWALK CLEARANCE OF 3' (THREE FEET) AT THE TREE BARRIERS ONLY. 2"XS" PLANKS, ALL AROUND --o€E::::::-1J---- jl New York City Department of Transportation PROTECTIVE TREE BARRIER SECTION A-A Approved: Approved: DETAILS - PROTECTIVE TREE BARRIER ~ Chief Engine« Asaoclale CommissIOner - r---.,..---- .,.._.,.._-IIDepartmetttofTranspoltallon InfrastrucfurelDeslgn o rtment of Desl n + Consttuction CHECKED BY: Date ISsued: Scale: Drawing # H·1046A REVISION NO. . DESCRiPTION DATe APPROVED l' o None ~,~ OF EXISTING,TREE \J TOP OF CURB A .. I 1 ./15 TOP & BOTTOM 2"CL TYP. HOOK EACH END I ITEM #4.14 VARIES ·1S" MINIMUM HEIGHT DEPENDS ON PAVEMENT THICKNESS 3'·(}" 3'~O" 1. THIS DETAIL SHALL APPLY FOR BOTH CONCRETE AND STEEL FACED CONCRETE CURB AND SHALL TYPICAL CURB DETAIL BE USED WHERE DIRECTED BY THE ENGINEER. AT EXISTING TREES N.T.S. 2. FOR STEEL FACED CONCRETE CURB, CUT STEEL FACING AT HAUNCH (S" BELOW TOP OF CURB). THE STEEL SHALL BE CUTIN SUCH A MANNER THAT THE BOTTOM ANCHORS ARE NOT REMOVED. 3. THECONTRAcTORSHALLHANDEXCAVATEFORA DISTANCE OF 4'.(j" ON EACH SIDE OF CENTERLINE OF EXISTING TREE TO REMAIN, ITEM # 8.02 B OR 8.02 AB-8. 4. BULKHEAD OPENING SO THAT PAVEMENT DOES NOT ENCROACH ON OPEN AREA. S. ALL MATERIALS & CONSTRUCTION METHODS USED ARE TO CONFORM TO SECTIONS # 4.0S & # 4.09 OF THE NYC DEPT. OF TRANSPORTATION STANDARD HIGHWAY SPECIFICATIONS. 6" TOP OF EXISTING SIDEWALK OR GROUND -.--'r--;.------'--''--r I I TOP OF EXISTING ROADWAY J. ~ i -.----.,.--,.-- -$! f FULL CURB. I I BEYOND~ .'<~~. i ~ .'~:~:V: I I ~ o~ • '."., -'--__+,____A .;}\f: _ ~+----L.i\ ;:;'~ New York City __. Department of Transportation fl=·,.~I:..:.J"oo: ~ TYPICAL CURB DETAIL AT EXISTING TREES ITEM # S.02 B OR S.02 AB-8 Approved: Approved: SECTION A-A ,..__"'!" ,-_,-_-I'DepartmentofChief gineetTransportalion Associate mlsslMer rnfrastructurelDeSlgn N.T.S. o rlment of Oesl n + Construction CHECKED BY: -M2r ...... __+ +-_+-_-IDateISSued: $ca1 2. THE BATTERY POWERED UGHT IS FOR NIGHT USE ONLY. ' USE TYPE A LOW INTENSITY FLASHING LIGHT FOR POINT HAZARDS. USE TYpe CLOW INTENSITY STEADY BURN LIGHTS FOR CHANNELIZATION. THE LIGHT SHALL BE PHOTO CELL CONTROLLED FOR NIGHT USE. 3. .ALL MATERIALS & METHODS USED ARE TO CONFORM TO 6- MIN. WHITE BAND SECTION tte.87 OF THE STANDARD SPECIFICATIONS, LATEST REFLECTORIZED EDITION, AS AMENDED. ORANGE PLASTIC BARREL N.T.S liltQ New York City --- Department of Transportation PLASTIC BARREL Approved: Approved: Chief Engineer Associate CommIssioner ..__..,. ~------'l""-.,..-_IDepartmentofTransportallon Infras.lructureiOeslgn De artment of Oesl n +Construction CHECKED BY: .11lL.- 1==:::+ ==~__-+==t---=lDaI.ISSUed: h I /0 scale: Drawing # H·1049 REViSION NO. OESCRlPTION DATE APPROVEO Non. 20' MAXIMUM DISTANCE BETWEEN JOINTS 3'«1" TOLERANCE) -, _.£. CENTER LINE . I I CENTER LINE L T S' 00.: :,1 31 4112" n 1 /2" I I 15- :, !'-HINGE lYP. LONGITUDINAL A' ~ "-'- ~ LANE JOINT (SAWED) !:! :, '" c:::=:> TRAFFIC I\.HINGE 5~ 2J HINGE DETAIL CURB LINE CURB LINE 1 NOT TO SCALE 12"LAP I 1- VAHIES , ,-- l 3" SIDE CL~CE «1"TOLERANCE) (TYP.) _ '\'l 3' END CLEARANCE, N?MlNAL J\-3' NOMINAL (l'MIN.4"MAX.) METAL REINFORCEMENT FOR CONCRETE PAVEMENT NOTTO SCALE . 12' LAP NOMINAL GENERAL NOTES: \ TRANSVERSE WlRES,· LONGITUDIN~' 1. WELDED WIRE FABRIC SHALL MEET REQUIREMENTS OF ASTM A-185. c lrIL 2. WELDED WIRE FABRIC SHAll BE 4x4·W4xW4. 3. CONCRETE SHALL BE HIGH·EARLY STRENGTH AS SPECIFIED. SECTION A-A IlL 4. SHEETS MAY BE HINGED AS SHOWN IN THE DETAIL. HINGED SHEETS NOT TO SCALE SHALL BE HINGED AT LEAST TWO LONGITUDINAL MEMBERS OFF CENTER, AND EACH ADJOINING SHEET SHALL BE REVERSED IN PLACING, IN ORDER lIT: THAT THE HINGES SHALL NOT OVERLAVEACH OTHER AT THE lAPS. CRIMP TO LIMIT IE""\ 5. THE METAL REINFORCEMENT SHAlL BE PLACeD AT 112 DEPTH OF PAVEMENT. ", MOVEMENT OF HINGE \ 6. THE DETAIL OF REINFORCEMENT IS SHOWN FOR HAlFOF THE WIDTH OF THE ROADWAY AND IS SIMILAR IN THE OTHER HALF. LAP DETAIL NOT TO SCALE 7. REINFORCEMENT FOR OTHER WIDTHS OF ROADWAY SHALL BE IN ACCORDANCE WITH THE DETAILS SHOWN,WITH APPROPRIATE DIMENSIONS. TRANSVERSE WI:;;r 8. .CONCRETE PAVEMENT SURFACE TO BE TRANSVERSELY TEXTURED SECTIONB.B WITH A SET OF SPRING STEEL TINES (3116' DEEP) IN A DIRECTION NOT TO SCALE . PARALLEL TO THE TRANSVERSE JOINT LINES•. New York City It:&;__ iii CONTINUED ON SHEET 2 OF 4 Department of Transportation REINFORCED CONCRETE PAVEMENT CONSTRUCTION DETAILS Approved: e---...... Approved: 1-,..... ,..:::- ~ ..__... ..;. ..-_..-_-IoepartmentChief 'Engineefof TransportatiOn Associate Commissioner InfraslrucwrelDeslgn oe-~rtment of OeSi~n +Construction I-__...j..; -'- ~-~--I0atelssued: Scale: Drawing # H·1050-1 CHECKED BY: 7/1110 None 1 REVISION NO. OE$CRIpnON OATE APPROVEO . GENERAL NOTES CONTINUED SEALANT MATERIAL TO 118" BELOW SURFACE 9. ALL JOINT DOWELS MUST BE LEVEL, TRUE AND ADEQUATELY, , SUPPORTED SO THERE IS NO MOVEMENT DURING THE PLACEMENT OF 3/4" X 112" JOINT SEALER ON BOND CONCRETE. BREAKER OR FIELD MOLDED { PREFORMED TYPE SEALER BONDED TAPE TO PREVENT BOND 10. DOWELS MUST BE PARALLEL TO THE CURB LINES AND THE SURFACE 1/S" BOND BROKEN BETWEEN SEALANT AND CONCRETE, U__::::::l, SAWED 118" TO 1/4" WIDTH OF THE SLAB. TOLERANCE OF THIS PLACEMENT SHALL BE ±1/4INCH. L OR PREMOLDED INSERT SAWCUT 1/4"0 X 1/S" OR 11. THE CONCRETE SHALL BE DEPOSITED ON A MOIST GRADE IN SUCH STEEL PLATE 1/4"0 X 3/S" FILL ITH JOINT SEALER MANNER AS TO REQUIRE AS LITTLE REHANDLING AS POSSIBLE. TO FORM GROOVE, THEN PLACING SHALL BE CONTINUOUS BETWEEN TRANSVERSE JOINTS CUT JOINT RESERVOIR WITHOUT THE USE OF INTERMEDIATE BULKHEADS. NECESSARY HAND SPREADING SHALL BE DONE WITH SHOVELS, NOT RAKES. WORKMEN EXPANSION SHALL NOT BE ALLOWED TO WALK ON THE FRESHLY MIXED CONCRETE 11/4"0 BARS 1S"LONG SLEEVE PROVIDE CHAIR OR, JOINT WITH BOOTS OR SHOES COATED WITH EARTH OR FOREIGN SUBSTANCES. AT 12" O/C (ASTM A65) '. . '. . SUPPORTS FOR DOWELS EPOXY COATED PREMOLDED JOINT FILLER :?;<;'~:< I~~~~~='-';;"S~~-r USESKEWEDASSEMBLIES 12. CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AGAINST AND o ALONG THE FACES OF ALL FORMS AND ALONG THE FULL LENGTH [ ~.~"~.''!'~~':.:./ ~ AND ON BOTH SIDES OF ALL JOINTS ASSEMBLIES. VIBRATORS SHALL DETAIL OF EXPANSION JOINT NOT BE PERMITIED TO COME IN CONTACT WITH A JOINT ASSEMBLY, "lOTTO SCALE THE GRADE, OR A SIDE FORM. THE VIBRATOR SHALL NEVER BE OPERATED LONGER THAN 10 SECONDS IN ANY ONE LOCATION. NOTE: 11/4"0 DOWEL OF INTERMEDIATE METAL REINFORCEMENT IS NOT SHOWN GRADE STEEL PER ASTM A-15, 1S" LONG 13. CONCRETE SHALL BE DEPOSITED AS NEAR TO EXPANSION AND ON JOINT DETAILS. AT 12" O/C CONTRACTION JOINTS AS POSSIBLE WITHOUT DISTURBING THEM BUT SHALL NOT BE DUMPED ONTO A JOINT ASSEMBLY. TYPICAL SECTION FOR TRANSVERSE CONTRACTION JOINTS 14. THE CONTRACTOR'SHALL WITHIN EIGHT WEEKS OF THE NOTICE TO "lOTTO SCALE PROCEED PREPARE AND SUBMIT TO THE CHIEF ENGINEER OF HIGHWAY DESIGN DETAILED SHOP DRAWINGS FOR THE ENTIRE PAVEME~T, SHOWING: ALL PROPOSED TRANSVERSE AND LONGITUDINAL NOTES: (APPLY TO ALL JOINTS) FILL WITH JOINT SEALER CONSTRUCTION, EXPANSION AND CONTRACTION JOINTS; PROPOSED TO 1/8" OF TOP SURFACE 1. THE JOINTS CAN BE COMPLETELY FILLED WITH SEALANT MATERIAL CURB JOINTS; THE PROPOSED METHOD OF JOINT FORMING; THE OR PREMOlDED JOINT FILLER CAN BE INSERTED IN THE JOINT PROPOSED METHOD OF DOWEL SUPPORT; AND THE PROPOSED FIRST TO REDUCE THE AMOUNT OF SEALANT REQUIRED. SEALANT METHOD FOR THE PRIOR APPROVAL OF THE ENGINEER. SAW CUT JOINT ---(hx 1/4") 2. SEALER TO BE POURED TO WITHIN 118" OF TOP OF PAVEMENT. 15. SAWING OF THE JOINTS SHALL BEGIN AS SDON AS THE CONCRETE HAS HARDENED SUFFICIENTLYTO PERMIT SAWING WITHOUT EXCESSIVE --- J~-"r"'" 3. PRIOR TO SEALING, JOINT SURFACES MUST BE CLEANED AND FREE RAVELING. ALL JOINTS SHALL BE SAWED BEFORE UNCONTROLLED OF CURING COMPOUND, RESIDUE; LAITANCE AND ANY OTHER FOREIGN ROPE OR BACKUP SHRINKAGE CRACKING OCCURS. IF NECESSARY, THE SAWING. MATERIAL OPERATIONS SHALL BE CARRIED ON BOTH DAY AND NIGHT, MATERIAL REGARDLESS OF WEATHER CONDITIONS. A STANDBY SAW SHALL BE 4. THE SURFACE SHOULD BE DRY WHEN THE SEALANT IS POURED. AVAILABLE IN THE EVENT OF BREAKDOWN. 16. THE SAWING OF ANY JOINT SHALL BE OMITIED IF A CRACK OCCURS SAWED LANE JOINT AT OR NEAR THE JOINT LOCATION BEFORE THE TIME OF SAWING. NOT TO SCALE 1/4" SAWING SHALL BE DISCONTINUED IF ACRACK DEVELOPS AHEAD OF FILL WITH JOINT SEALER ROPE OR BACKUP THE SAW. IN GENERAL, ALL JOINTS SHALL BE SAWED IN SEQUENCE. MATERIAL ALL CONTRACTION JOINTS IN LANES ADJACENT TO PREVIOUSLY SAW CUT 2- X 1/4" TO FORM GROOVE CONSTRUCTED LANES SHALL BE SAWED BEFORE UNCONTROLLED 118"R CRACKING OCCURS. IF EXTREME CONDITIONS MAKE IT IMPRACTICABLE TO PREVENT ERRATIC CRACKING BY EARLY SAWING, THE CONTRACTION ' JOINT GROOVE SHALL BE FORMED BEFORE INITIAL SET OF THE CONCRETE BY APPROVED METHODS. KEYWAY. 518"0 DEFORMED TIE BARS fE:2r::i New York City PER ASTM A-615, 30" LONG __• Department ofTransportation AT30"O/C REINFORCED CONCRETE PAVEMENT TYPICAL SECTION FOR TRANSVERSE AND CONSTRUCTION DETAILS ' LONGITUDINAL CONSTRUCTION JOINTS "lOTTO SCALE Approved: Approved: NOTE: Chief En lneer Associa e Commissioner Department of Transportation Infrastruetute/Oe:slgn TRANSVERSE CONSTRUCTION JOINTS ARE NECESSARY FOR De srtment of Desl n + Construction PLANNED INTERRUPTIONS, AND WHER,E EMERGENCY INTERRUPTIONS ~ -I-_-1-_-I0ateISSUed: Scale: OraY/ing # H·1()50..2 CHECKED BY: ~ SUSPEND OPERATIONS FOR 30 MINUTES OR MORE. 1-__I-__ 7 /0 REVISION NO. OESCRIPT1ON OATE APPROVEO None ( r------"!\~' ------, n ~. 60' 200' 200' 200' , I ! 3 EQUAL SPACES : _ 3 EQUAL SPACES -_~ r- t _ 2 EQUAL SPACES --__""" 2 EQUAL SPACES - \ ~ 'X ~ ! I 2 EQUAL SPACES f::: 71t 2 EQUAL SPACES / ,-10 SP.@20'O.C. 7' ':9SP.20'0.C. r--9 SP. 20' D.C. 1\ 1/'- __ . 20' ...... TYPICAL TRANSVERSE CONTRACTION JOINT I TRANSVERSE JOINT NOTES . TYPICAL JOINT LAYOUT 1. CONTRACTION JOINTS SHALL BE PROVIDED IN THE NEW PAVEMENT BY SAWING THE (SEE GENERAL NOTE #14) HARDENED SLAB OR BY PLACING AN INSERT OR GROOVE IN THE SLAB SURFACE WHILE THE CONCRETE IS PLASTIC. 2. TRANSVERSE CONTRACTION JOINTS SHALL BE SKEWED JOINTS WITH A MAXIMUM LONGITUDINAL JOINT NOTES SPACING OF 20 FEET AND A MINIMUM SPACING OF 15 FEET. 1. LANE JOINTS ARE TO BE SAWED JOINTS (114" WIDE X 1140+112"). TIE BARS I 3. TRANSVERSE JOINTS SHALL BE ALIGNED TO COINCIDE WITH THE JOINTS IN THE WILL NOT BE REQUIRED BUT A SEALANT RESERVOIR SIMILAR TO THOSE USED E=EXPANSION JOINT ADJACENT CURBS WHERE PRACTICAL.. FOR THE TRANSVERSE CONTRACTION JOINTS MUST BE INSTALLED. C=CONSTRUCTION JOINT 4. TRANSVERSE JOINTS ARE TO BE SAWED TO A DEPTH OF 1140". ALL JOINTS ARE 2. THE CENTER LINE JOINT IS TO BE A KEYED .CONSTRUCTION JOINT WITH TIE TO BE SAWED IN SUCCESSiON AND SHOULD BE SAWED WHILE THE PAVEMENT IS BARS SPACED AS SHOWN ON THE PLANS AND SET PERPENDICULAR TO THE CENTER UNDER COMPRESSION TO PREVENT THE SLAB FROM CRACKING AHEAD OF THE SAW. LINE AND PARALLEL TO THE TOP OF THE SLAB. KEY 5. WHEN A WIDER JOINT-SEALANT RESERVOIR IS REQUIRED THE RESERVOIR MAY BE 3. TIE BARS SHALL BE RIGIDLY SECURED BY CHAJRS OR OTHER APpROVED SUPPORTS SAWED SIMULTANEOUSLY WITH THE INITIAL SAW CUT BY PLACING BLADES OF TO PREVENT DISPLACEMENT. DIFFERENT SIZES ON'THE MANDREL. • 4. TIE BARS SHALL NOT BE COATED WITH ANY MATERIALS DELETERIOUS TO BONO. 6. PRIOR TO SEALING, THE JOINT SURFACES MUST BE CLEAN AND FREE OF CURING COMPOUND RESIDUE. LAlTANCE, AND ANY OTHER FOREIGN MATERIAL. 5. LONGITUDINAL JOINTS SHALL BE AT LEAST 1140+112" AND 114" WIDE. 7. FIELD MOLDED SEALANTS MEETING MSHTO M173 AND/OR ASTM 01190 OR ASTM 6. AFTER SAWING. THE JOINTS ARE TO BE FLUSHED OUT, DRIED AND SEALED TO 01850 OR AN APPROVED EQUAL ARE TO BE PLACED AS PER MANUFACTURER'S ELIMINATE A SECOND CLEANING. RECOMMENDATIONS. 7. THE SAWED GROOVE CAN BE COMPLETELY FILLED WITH SEALANT MATERIAL OR A 8. THE SURFACES MUST BE DRY WHEN THE SEALANT IS PLACED AND THE JOINTS ARE ROPE, CORD OR OTHER APPROVED MATERIAL CAN BE INSERTED IN THE GROOVE TO BE FILLED TO 1/8" BELOW FLUSH WITH THE PAVEMENT SURFACE 11/16 INCH. FIRST TO REDUCE THE AMUONT OF SEALANT REQUIRED. NOTE: 9. IF THE CONTRACTOR ELECTS TO USE PREFORMED SEALANTS THEY ARE TO MEET 8. JOINTS ARE TO BE FILLED TO 1/8" BELOWRUSH WITH THE PAVEMENT SURFACE FOR ADDITIONAL NOTES SEE SHEETS 1 AND 2, THE SPECIFICATiONS FOR MSHTO M220 AND/OR ASTM 02628. THE SHAPE >1116 INCH. FACTOR FOR THE JOINT SEALANT RESERVOIRS AS SHOWN ON THE PLANS ARE TO BE REVISED AS PER RECOMMENDATIONS OF THE MANUFACTURER OR SUPPLIER. 9. NOTES 6, 7. 8. AND 9 UNDER TRANSVERSE JOINTS APPLY TO LONGITUDINAL JOINTS ALSO. New York City 10. IF AN EMERGENCY CONSTRUCTION JOINT OCCURS AT OR NEAR THE LOCATION OF Department 9f Transportation A PLANNED CONTRACTION JOINT. A BUTT·TYPE JOINT WITH DOWEL BARS IS TO BE USED. IF SAID JOINT OCCURS IN THE MIDDLE THIRD OF THE NORMAL JOINT REINFORCED CONCRETE PAVEMENT INTERVAL. A KEYED JOINT WITH TIE BARS IS TO BE USED. CONSTRUCTION DETAILS 11. TRANSVERSE CONSTRUCTION JOINTS FALLING AT PLANNED LOCATIONS FOR Approved: ...... Approved: .CONTRACTION OR EXPANSION JOINTS ARE TO BE BUILT AND SEALED TO CONFORM . I~, WITH THE SPECIFICATIONS FOR THOSE JOINTS. Chief ~gineer Assoclate Commissioner .-__.,. ,.._,.._-I0epartment of Transportation InfrastructureJOesign IDeoartment of DeSion + Construc~on ~ 0ate Scate: Drawing # H·10s0.3 CHECKED BY: I . 1::==+__""'"",,===· i-::c=-'b::=::I Issued: REVISION NO. OESCRIPTION OATE APAAOV£O Non. . . . 20' O.C. MAX. £e:§§.! SLAB JOINT TYPiCAl JOINT, IF CONTINUED, WlLL PASS THRU THE .--(NOTREQ'D FOR ROADWAY , MANHOLE BUT NOT THRU THE CENTER. LESS THAN 30') 24" M.H. 24" - SAWED LONGITUD.lNAlJOINTS lIN~: ~ (-NORTH CURB d,;:; 1'-0" V SLAB ______.k:;:::;:.:J~°!i!IN~T_ ~ JOINT. IF CONTINUED, WILL PASS WITHIN 1'.0" OF MANHOLE RIM. + TRAFFIC ~ 24" M.H. 24" 4'TYPlCAl - §~ il'3' SLAB JOINT> .,!i! Q6§§J!! ;:; CENTER - - - -~ ~ LINE JOINT CLEARS THE MANHOLE RIM BY 1'-0" OR MORE. ..g ~- TRAFFIC ~ M.H. / DETAILS FOR SLAB JOINT/MANHOLE ARRANGEMENTS NOT TO SCALE PAVEMENT LIMITS ~ -c SOUtH CURB LINE 1. THE LIMITS OF CONCRETE pAVEMENT IN THE INTERSECTING STREETS SHALL SAWED LONGITUDINAl JOINTS BE APPROXIMATELY ATTHE BUILDING LINE ALONG ROADWAY. PLACED SO AS (NOT REQ'D FOR ROADWAY LESS THAN SO') NOT TO INTERSECT ANY STREET HARDWARE. 2. ADJUSTMENT AREAS SHALL BE AS DIRECTED BY THE ENGINEER. (5' TO 15') TYPICAL TRANSVERSE JOINT DETAIL. AND SHAlL NOT INTERSECT ANY STREET HARDWARE. NOT TO SCAlE LIMIT OF NEW REINF. EXIST. ASPH. & CONC. LIMIT OF NEW 3' AC. CONC. PVMT. @ PVMT. TO REMAIN NEW CONCRETE BASE CURB LINE LIMIT OF CONCRETE PAVEMENT PREFORMED JOINT FILLER & STRAIGHT SAW..etJT EDGE WIDTH OF ADJUSTMENT AS REFLECTIVE CRACKING MEMBRANE, (NO DIRECT PAYMENT) DIRECTED BY ENGINEER TOP, 1" SEALER ON BONO 'ITEM NO. 6.91 BREAKER (TYP.) Fill TO SEE NOTE ® I l/S' MEET EXISTING OF TOP SURFACE WELDeD WIRE FABRIC MEET EXISTING CURB GRADE@l!. SIDEWALK . CURB GRADE @l!. SEE NOTE 5 SHEET 1 OF 4 FULL DEPTH SAW-CUT (NOTE@) 5'T015' (ITEM 6.55) LIMIT OF NEW AREA.OF ADJUSTMENT .."",....--..._.==l~3/4"· 1/4" OR 1/2" PREFORMED 3" AC. ON NEW CONCRETE CURB SUBGRADE . JOINT FILLER CONCRETE BASE' AS ORDERED BY THE j<:::::..-:;::.. --=~ }fENGINEER CURB NOTES· SAWCUT (j) APPLy'ASPHALTTACK COATTO AlL SURFACES. 6" SOIL CEMENT OR LIME STA8ll12ED MEET EXISTING New York City @ PAYMENT WILL BE MADE FOR NUMBER OF LINEAR FEET OF BASE ITEM 6.95 f'B (IF REQUIRED) PAVEMENT Department of Transportation . SAW·CUTTING AS ORDERED BY ENGINEER. @ EXISTING ASPHAlT TO BE REMOVED UNDER OTHER ITEMS AND THE DETAIL AT THE JUNCTION OF REINFORCED CONCRETE PAVEMENT ADJUSTMENT AREA RESTORED WITH NEW 3" AC.W.C. ON NEW BINDER . PAVEMENT AND CURB CONSTRUCTION DETAILS MIXTURE AS REQUIRED TO MATCH THE EXISTlNG ASPHAlT PAVEMENT. NOT TO SCAlE Approved: Approved: DETAIL OF SAW CUT AT END OF NEW PAVEMENT NOTTOSCAlE ChIef Engineer ..-_.... 'I'"'_"I'"_-IoepartmentofTransportatloo AssocIate Comm" . InfrasttuctureJDeslgn De rtment of Des n+ Consttuction Scale: Drawing # H·1050-4 CHECKED BY: ~ 1-__+ ,--_+-_+-_-IDa.OISS.oo' 7 { REVI$IONNO. OE$CAIPTlON DATE APPROVED None 2" x 4- HAND RAIL eOTHSIDES (2 REQUIRED) 2" x 12" STRINGER ---I 1'\(1---2" x4" CLEATS 2"x 12" STEPS FRONT VIEW N.T.S. 2"x4" HANDRAIL OBLIQUE VIEW N.T.S. 2" x 12" STRINGER NOTES: 1. ALL MATERIAL ANO CONSTRUCTION METHODS USED ARE TO CONFORM TO SeCTION #7.150F THE NYC DEPARTMENT OF TRANSPORTATION STANDARD HIGHWAY SPECIFfCATIONS. . 2. ALL FASTENERS SHALL BE GALVANIZED INDUSTRIAL STANDARD. 3. 2'-8"' DIMENSION IS FROM FRONT OF STEP TO TOPOF POST. 4~ TOP OF RAIL TO BE PLANE SMOOTH~ New York City DETAIL "A" Department of Transportation N.T.S. TEMPORARY WOODEN STEPS Approved: Approved: Chief Engineer AssOciate Commissioner " __"'~ "'_"'__""DepartmentofTran$portation InfrastructurelDeslgn o rtment of 0&81 n+Construction ~ Scale: Drawing # H-1051 CHECKED BY: 1--==-+ ===:-----+-=+=--IDalelssued: 7 / If)· None R£VlSION No. DESCRIPTION DATE APPROVED NORMAL SIDE STREET CROWN IN MAlN TRANSITION NORMAL SIDE STREET CROWN I-~I STREET CROWN I I , PROFILE ALONG CENTER LINE OF INTERSECTING ROADWAY , CROSS STREET CROSS STREET I PROPERTY LINE OR AS CROWN CROWN FULL DEPTH SAW CUT PROP. RONJWAY EXIST. RONJWAYCROSS I OTHERWISE SHOWN ON PLANS EXIST. RONJWAY CROSS TRANSITION TRANSITION ITEM 6.55 SECTION TO REMAlN SECTION CROWN LIMITS SECTION SECTION TO REMAlN I EFLECTIVE CRACKING 20'~ EXISTING CURB REVEAL MEMBRANE ITEM 6.91 MAX. MAX. NEW CATCH BASIN OR I - NEW ASPHALTIC CONC. I 1'.e 1'-6 EXISTING PAVEMENT- EXIST. CATCH BASIN WEARING COURSE ~ PROPERTY LINE \ MIN. MIN. / PROPERTY LINE TO BE ADJUSTED - NEW CONCRETE BASE . It\P.C. . p,r. t:~·:::'';·;~~:;<·~·':·::';'·~/->.fl\;Y,; IT" rCURBLINE SAW CUT NO DIRECT PAYMENT SAW CUT·NO DIRECT PAYMENT PROVIDE KEY· see NOTE 2 SEE NOTE 6 SEE NOTE 6 L CONe. BASE VARIES FROM DeSIGNED DEPTH TO EXIST:PAVT STRIP EXISTING WEARING COURSE TO REMAIN MEET EXISTING PAVEMENT BASE TO REMAIN· ITEM 6.03 ..... 20" ITEM 4.04 MAX LIMIT OF DESIGNED PAVMENT -~.I DEPTH _ITEMS 4.02AG AND 4.04 p,e. ""'--NEW ASPHALTIC C~NC. WEARING COURSE TO MEET EXISTING WEARING COURSE ITEM ~.02 AG ~ SEE NOTE 7 SECTION x-x . I I N.T.S. pLAN N.T.S. NOTES: '1. 20' MAXIMUM UNLESS OTHERWISE SPECIFIED, 2, CONCRETE BASE FOR AREA OF ADJUSTMENT AND NEW ROADWAY PAVEMENT BASE TO BE KEYED TOGETHER 3. CROWN OF MAJOR ROADWAY TOBE MAlNTAlNED. TRANSITION CROWN OF SIDE STI~EET TO MEET MAlN STREET GUTIER LINE. (MAIN STREET WATER FLOW ACROSS SIDE STREET TO BE MAlNTAlNED). 4, CONCRETE PAVEMENT EDGE TO BE MIN. OF 1'.Q" FROM eDGe OF STREET HARDWARE. 5. ASPHALT CONCRETE FOR AREA OF ADJUSTMENT AND NEW ROADWAY PAVEMENT TO BE PLACED MONOLITHICALLY New York City UNLess OTHERWiSe ORDERED BY THE ENGINEeR. Department of Transportation 6. TACK COAT (SECTION 6.58) ALL EDGES. DETAILS FOR CONSTRUCTING AREAS OF 7. ADDITIONAL THICKNESSGREATERTHAN3~AC.W.C. " WILL BE PAID FOR UNDER ASPH. CONe. MIXTURE ADJUSTMENT AND TRANSITION SECTIONS (ITEM 4.02 CB) OR BINDER MIXTURE (ITEM 4.02 CA). Approved: _ Approved: L.:~4---6--~::::;:e.-+ ~~ ~ .~ /' , ChIef Engineer Associate Commissioner - .--_..,. 'I"'_.,._-Ioepartmentof Transportation Infrastructure/Design Oe~artment of DeSlon + Consttuetion Dale Issued: Scale: Drawing # H-1053 CHECKED BY: ~.I 1(, fto REVISION 00. OESCRJI>TION DATE APAAO\IEO None ( 4FT.-SASINCONN. LIMIT OF TEMP. I ASPHALTIC CONC. LIMIT OF TEMP. ASPHAlTICCONC. •• A , L .. NEW CURB 1.5 FT. 1.5 FT.· NEW CURB 8FT.OIA. IN ROADWAY AREA 4'·TYPEIII ADJACENT TO ALL NEW 3-TYP. BASIN CURB INCLUDING CORNERS' IN FULL WIDTH SIDEWAlK AREA 7 ADJACENT TO AllNEW 1'-lYPElI SECTIONA·A CURS EXCEPT AT CORNERS BASIN •a- THICK AND 2.6 FT; WIDE IN TEMPORARY IN ROADWAY AREA. OVER PEDESTRIAN RAMPS AT CORNERS AFTER NEW 12" O.l. PIPE CONNECTION 2" THICK HAND FORMED CURB, IN ROADWAY AREA AROUND CONCRETE BASE IS PLACED. (RAMP SIMIlAR BACKFILL WITH SOIL IN STRIP SIDEWAlK SIDEWALK REVEAL TO MATCH EVERY NEW ORMOO1FlED TO DETAIL 6) AREA (NO DIRECT PAYMEND 1l=:f=11t~~A~DJ~A~C;E~N~T~C~UR~B~_ MANHOLE ."THICK 1 2 3 SECTION A-A' 5 4- THICK IN ROADWAY AREA AROUND ALL NEW CATCH BASINS AND AT ABANDONED BASIN LOCATIONS. CURS 2FT. 4 4-(2" IN SIDEWALK) A NOTES: 1. PAYMENT FOR FURNISHING, OELIVERING, PLACING, AND REMOVAL OF . TEMPORARY RESTORATION OF PAVEMENT SHALL BE MADE UNDER ITEM NO. TOPOFPAVEMENT ~ 4.02 CB. TYPICAL LIMITS OF PAYMENT FOR TEMPORARY PAVEMENT € ~ NEWCONC.BAS~ 7~ RESTORATION, USING ITEM NO. 4.02 ca, ARE SHOWN,ABOV,E. NO ADDITIONAl . . PAYMENT FOR ITEM 4.02 CB, WILL BE MADE BEYONO THE LIMITS SHOWN ABOVE. UNLESS OTHERWISE DIRECTED BY THE ENGINEER TO MAKE THE WORK L 4FT. SITE SAFE OR AS SPECIFIED UNDER NOTE 2, BELOW. ; VARIABLE THICKNESS TO MEET EXIST. PAVEMENT New York City 2. TEMPORARY PAVEMENT FOR TRENCH RESTORATIONS SHALL BE DONE IN Department of Transportation ACCORDING TO THE REQUIREMENTS OF SECTION 4.08 IN BOTH THE NYCOEP SECTION A-A STANDARD SEWER SPECIFICATIONS AND THE NYCDEP STANDARD WATER MAIN LIMITS OF SPECIFICATIONS. DATED AUGUST 1. 2009, AND PAlO FOR UNDER ITEM NO. '.02 CB. . WHEN AREA ® MEASUREMENT FOR PAYMENT OF TEMPORARY IS UNDER CONSTRUCTION ASPHALT PAVEMENT 3. UNLESS OTHERWISE SHOWN ON PLAti OR DIRECTED BY THE ENGINEER, Approved: ASPHALTIC CONCRETE MIXTURE PLACED FOR TEMPORARY RESTORATION OF 9 PAVEMENT SHALL HAVE A THICKNESS OF 4-IN THE ROADWAY PAVED AREAS AND A THICKNESS OF 2" IN TtiE SIDEWAlK PAVED AREAS. Chief Engineer Associate Commissioner " __",~ ..._",,,__"DepartmentofTransportallon InfrastfucturelOeslgn rtment ofDesl n + Construction. 1-__ -l-_..j.__-tDate Issued: Scale: CHECKEOBY: ~ -If.- REVISION NO. OESCRtP'nON DATE APPROVED 71 to None LIMIT OF PAVEMENT FORASPH. CONC. WEARING COURSE .....-<~..,..,.... ~ TYPICAL BEGINNING . (EXISTING CURB LINE STRAIGHT i/ AND END OF EACH SAWoCUT eDGE CHISEL CUT EDGE LOCATION ~ 4'.()" TO 5'-0" MIN. r-3- MIN. (OR ~ MATERIAL TO BE REMOVED - .DESlRABLE VARIESA.O.B.E. TOP OF BA$E • 2·112'" _ r- NEW ROADWAY RESURFACING MATERIAL) J \' EXISTING A$PH. WEARING COURSE ABSOLUTE MIN. - TOP 0.F.ExISiING ROADWAY m~m,/v~_~'~~ •~REMOVAL REQUIRED FOR L TYPICAl PAVEMENT KEY INTERSECTION fj: - • '--VARIABLE . "-SEENOTE5 , ----C------] ---~------L..·CONCRETE BASE. ASPHALT BASE OR STONE BASE -z.- ·LEGEND: "--BLDG. LINE ------It---- roPOFBA~~ _ ~SUBGRA~E ---- PAVEMENT KEY "'--CURS' LINE ------, _------BASE MATERIAL PAVEMENT KEY-TYPE A 1--1" ITEM6.51A N.T.S. PAVEMENT KEY - TYPE B-1 ITEM 6.51 B-1 ~ N,T.S. ~ 1. WHERE THERE IS NO CONCRETE BASE, OR WHERE IT 1$ 1. THICKNESS OF ASPHALTIC CONCRETE WEARING COURSE OVER NECESSARY TO REMOVE CONCRETE BASE SUBSEQUENT TO SAW-CUTEOGE SHALL Be ZERO INCHES. INSTALLING TYPE "B" PAVEMENT KEY, PAYMENT FOR DEPTHS GREATER THAN 3" WILL BE MADE UNDER 2. THICKNESS OF ASPHAlTIC CONCRETE WEARING COURSE OVER ITEM 6.02AA, UNCLASSIFIED EXCAVATION. CHI$EL.cUT EOGE SHALL BE A MINIMUM OF ONE INCH. 2. CONTRACTOR MAY AT HIS OPTION, EITHER STRIP OR 3. MATERIAL USED TO FILL WITHIN LIMITS OF PAVEMENTKEY GRIND THE AREA TO THE REQUIRED DEPTH. IF THE TYPE A SHALL BE PAID FOR UNDER ITEM6.51A TYPE A KEY. , BEGINNING AND END CONTRACTOR CHOOSES TO STRIP THERE WILL BE NO 4. PAYMENT FOR FEATHERED ASPHALTIC CONCRETE WEARING OF EACH LOCATION ADDITIONAL PAYMENT FOR OVERoCunlNG OR COURSE ITEMS OVER PAVEMENT KEY. TYPEA SHALL BE (AS DIRECTED) ADDITIONAL BINDER. FOR FUll THICKNESS OF ASPHALTIC CONCRETE WEARING 3. THIS ITEM WHEN ORDERED BY THE ENGINEER Will BE COURSE AS ORDERED BY THE ENGINEER. PLAN USED TO ELIMINATe HIGH POINTS IN THE EXISTING 5. 2"x12" PLANK TO BE PLACED IN KEY WHEN STREET IS TYPICAL LOCATION PAVEMENT PRIOR TO RESURFACING. OPENED TO TRAFFIC. PLANK TO BE REMOVEO PRIOR TO PAVING. N.TS. 4. (A.O.B.E,) AS ORDERED BY ENGINEER. ., \ EXISTI,NG CURB LINE REMOVAL REQUIRED FOR PAVEMENT KEY r-NEW ROAOWAY RESURFACING .....) 4'.()" TO 5'.0"' MIN, (ITEMS4.02AB, 4.02AC OR -DESlRA81E VARIESA.O.B.E. 4.02AE) 2112" ABSOlUTE DISINTEGRATED OR BADLY MIN. CRAZED AREA TO BE TREATED ,TOPOF EXISTING ROADWAY AS TYPE -B" KEY7 PAVEMENT KEY "'_ UT EDGE :~~\~~~~R;E~M~OV;A~l;R~E;Q~U;'RE;O~FO~R~~~~~~~~E~~~'~~~G.~b~~~~~F-~~1CUT EDGE ~ t;,...... : - -'------,.. 0"/~ -" --- f-i;e.~ _------Z------TVP. ----~------TOP OF BASE ------L~ ------It ----- REMOVAL REQUIRED FOR PAVEMENT KEY _------NEWCONC.BASE _----- A.O.B.S.lTEM 1---1,--- ,BASEMATERIAL 4.04ACSEENOTE#1 PAVEMENT KEY - TYPE B-2 NOTES: ITEM 6.51 B-2 N.TS. !:!QI§§;. 1. WHERE THERE IS NO CONCRETE BASE, OR WHERE IT IS NECESSARY TO REMOVE CONCRETE BASE SUBSEQUENT TO 1. IF THE EXISTING CURB REVEAL e" JS GREATER THAN INSTALlING TYPE "B" PAVEMENT KEY, PAYMENT FOR 2·1/2" THIS PAVEMENT KEY WILL NOT BE REQUIRED. DEPTHS GREATER THAN 3"' WiLL 8E MADE UNDER THE 2. PAYMENT FOR THIS ITEM $HALLBE THE NUMBER OF TONS UNCLASSIFIED EXCAVATION ITEM. OF BOTH THE WEARING COURSE AND BINDER MIXTURE 2. THE CONTRACTOR IS TO GRIND THE AREAS TO THE INCORPORATED INTO THE WORK. PAYMENT SHALL INCLUDE, REQUIRED DEPTH USING AN ACCEPTABlE GRINDING SAW CUmNG, EXCAVATION (INCLUDING CONCRETE BASE New York City METHOD. REMOVAL IF REQUIRED), TACK COATlNG AND PlACING OF THE NEW BINDER MIXTURE AND 1112" WEARING COURSE. Department~f Transportation 3. THIS ITEM WHEN ORDERED BY THE ENGINEER WILL BE USED TO ELIMINATE HIGHPOINT$ IN THE 3. (A.O.B.E.) AS ORDERED BYTHE ENGINEeR. EXISTING PAVEMENT PRIOR TO RESURFACING. PAVEMENT KEY 4. THE CONTRACTOR MAY AT HIS OPTION, EITHER STRIP, TYPE A, B-1, B-2, C 4. (A.O.B.E.) AS ORDERED BY ENGINEER. EXCAVATE OR GRIND THE AREA TO THE REQUIRED DEPTH. . 1~~~p~rO~V~ed~:-~~z~-=;:::.."""~ lAp:':: ~ /' .I.. :/' ...d, ~ 7 ChIef Engineer I·...-"""""'"".:t.=eom,....-ml""sston..,--"....:::...-- . ... I""' .,._.,.__-IDepartment of TranspOrtation Infrastructure/Design Deoartment of DeSion + Construction Drawing # H·105S CHECKED BY: ~ 1::::::::::::::::-I- -'-:::::::::=:::- +:-::::-+===:::IDate Issued: Scale: I 1ft Non'o ReviSION NO. DE$CRIPnON DATe APPROVED 1,0 , " 0" I SIDEWALK - . r-TOP 1" SEALER ON APPROVED BONO BREAKER (TYP.) FILL TO 1/6" OF TOP SURFACE . !!I PAVEMENT,\ (NO SEPARAT~ PAYMENl) , A GRANITE CURB TYPE I, ClASS A ':lL: I ~§ @ ~..".l":.T..' "...-;:~,,..,...,..,..,/ - c- 1/4" OR 1/TPREFORMEO ~ASPHALTIC A EXPANSION JOINT FILLER CONCRETE '" PAYMENT INCLUDEO IN PRICE BID FOR :,t-"""",.,....,..,--,m---l NewSIDEWAlK .. !o , . '.' ," 'L. "> .;.... ::.~~::~> @ b\"NJ ... ~':.:.<.~:./ ~r-' .:., ~"".{" / :. ~~J~~~~ccAAoLE .,~, "~"'4":, . /,.:. ' ...:l.:' ~CONCRETE NOSEPARATEPAYMEN;/ ,6" BASE TYPICAL DETAIL OF GRANITE CURB INSTALLATION N.T.S. SURFACE FINISH ; SYMBOL NOPROJECnON NO OEPRESSION OVER OVER @ 1,.· 118" ® 1·112" 1·lIZ' © 112" ,. @ O· ,. NOTE: NOTES: GRANITE CURB (SAMPLES OF WHICH SHALL BE FURNISHeD TO THE CITY BY THE CONTRA.CTOR PRIOR TO INSTALLING GRANITE) IS TO BE MEDIUM A. LENGTHS OF STRAIGHT GRANITE CURB SHALL RANGE FROM 4 FT. TO GRAY IN COLOR AS APPROVED BY THE ENGINEER. 12 FT. LONG. 80% OF WHICH SHAlL BE 6'FT. OR GREATER. B. LENGTHS OF CORNER GRANITE CURB SHAlL RANGE FROM 3FT. TO 8 FT. LONG, 80% OF WHICH SHALL BE 4 FT. OR GREATER, C. LENGTH OF TRANSITION CURB (STRAIGHT OR CURVED) AT CORNERS DIMENSIONS AND FINISH ON GRANITE CURB SHALL BE 5 FT. LONG; AND. N,T.~. D. eXPOsED SURFACES OF THE GRANITE CURB TO BE DRESSED WITH A BUSH HAMMERED OR THERMAL FINISH, WITH NO DRILL HOLES, .. • 2&ii New York City --- Department of Transportation TYPICAL GRANITE CURB APprov· ...... Approved: I---:&- c .- - Fa ,. ~ , ChIef E"nglneer ...__'"!" I-_'!'"_-(oepartmentofTranspoftallon AssocIate Commissioner InfrasttucturelOeslgn !oMartment of Deslon + Construction 1--..,.._-+ j-_-l-_-IDate Issued: scale: Drawing # H~1056 CHECKED BY: ~ I REVlSIONNO. OeSCRlPnoo OAn:: APPROVEO None PROJECTIONS IN BACK NOT TO EXCEED A BATTER OF 3" IN 12" VERTICAL SPLIT FACE (+%"••-~") ---- ENDS JOINT ±1" - OFF TOX"_ _. - I - I k---- ...... J.-~- -----ENDS MAY BREAK BACK NOT OVER 8" AFTER FIRST 10" FROM TOP_-.l SIDEWAlK TOP i"SEALER ON APPROVED BOND BREAKER PAVEMENT (TYP.) FILL TO 1/8- OF TOP SURFACE (NO SEPARATE PAYMENT) . GRANITE CURB ,TYPE 4, CLASS B 1/4" OR 1/2" PREFORMED ASPHALTIC CONCRETE EXPANSION JOINT FILLER . PAYMENT INClUDED IN PRice BID FoR NEW SIDEWAlK . '. . ,~~~:,,,,,,4. ".. : ... .i. " ~.' ,', .' '; ,' ...... :~.' .. ". New York City Department of Transportation NEW CONCRETE CRADLe CLASS 8-32 CONe. HISTORICAL CURB DETAIL NO SEPARATE PAYMENT 18" CONCRETE BASE Approved: Approved: TYPICAL DETAIL OF NY HISTORICAL z-- GRANITE CURB INSTALLATION Chief Engineer Ass e Commlssloner N.T.S. r-__..,. ~-,..-.,..-_IIOepartment of Transporlation InfrastnJcturetDeslgn De rtment of Desl + Construction 1-__ +-~+_-_IDateIS$Ued: CHECKED BY: -+ $Cal<>: Drawing # H-1056A REVISION NO. OESCRIPnoo DATE APPROVEO 1J [f? None , 1 -- PEOESTRIAN STEEL BARRICAOE'Z SIO"----, SEE OETAIL cD \ ""'--:TIMBEf3: CURB WITH CHAIN LINK FENCE· CROSSWALK--!-- A LENGTH VARIE5-SUBJECT TO PERMIT APPROVAL r .fI.At:l N.T.S. ~ CHAIN LINK FENCE' PEDESTRIAN STEEL 1--'- BARRICADe" [ * TEMPORARY STORAGE AREA '1-PJ'TJI-771 TIMBER CURB' PROJECT NAME ~A (VARIES} , CONTRACTOR'S NAME , f::IElO OFFICE ADDRESS TELEPHONE NO.: ALTERNATE@ SECTION DETAILeD N.T.S: INfORMATION SIGN I _C_HA_',,:,N_L1_N_K_FE_N"'C_~'· ..JI~~~~~~ _ ..Lr_X_.JL...__' STEEL _ &CONCRETE BARRIER' l--- 'NOTES • NO DIRECT PAYMENTS FOR MAINTENANCE OF TRAFFIC CONTROl DEVICES. - PROVIDE TAPER AT APPROACH END TO CHANNELIZE TRAFFIC PER NATIONAL MUTeD WITH NYS SUPPLEMENT. ALTERNATE@ SECTION ..2Ji:I New York City NX.S. --- Department of Transportation TEMPORARY STORAGE AREA ApprQved: --:. Approved: I"-7. ""'-" ~ .-__..,. ,.._.,.._-I0epartmentofChIef EngineerTransportatioo Associate Commissioner lnfrastructureJDeslgn .. Oeoartment of DeSlon + Construction ~ Scale: DrawIng # H-1057 CHECKED BY: I 1---1------1----1--10.,.'"uoo: 7/{fto Non. REVISION NO. DESCRIPTION OAn: APPROVEO +3.0 r-PRESEt«MYMEAN HIGH TlOE +2.6 I-PUllUCWORKSNIO l3000UGH OATlJI.I 01' I.ww.nAN HlGW/AYS &. SEmOR3, Pt:NAA RR. N.Y. CENl'fW.RR t27ro f-QUEENs & 1,.0N0 Ist.AOOWY MMt.t.ns: AlSO LONG \SU.NORR. ~XCEPTeAY AlOOf 00I.)+2.m, f--PV8UC saMCE CQ}JMSS!ON AT PROOUCE EXCHAA'<*: +2.eM· l-Wl1.l./MIS8I,.IR()Bfllooe+~ r-8~ BOROlJGH ~AYS &. Sf'.'IERS 0AT1)M +2.60S f--8ROOI +1.0 STANDARD DATUM, MEAN SEA lEVElATSANOY HOOK, U.S. COAST &GEODETIC SURVEY DATUM. O.O+-:B50~A"'RD"O;;F;:::e'"S'"T1;;;MA;::T;;e;::A"'N:;:O"A;;PPO:::;;RT'"I;;:O;;NM"e;:N:iiT"A;;NO"""BO,oA"'R"'O"O"'F"W"ATE""'R"'Sf.U"'PP;;LiiY;';OA;';ru;;;;;MC-. ==='- ~CROTONDATlJM AT JE.ROM£ AVEHlJE AOOc IMfANAVENI..'E <0.7«1 .1.0 :-HEWCROTONAQUl;OUCT.o.$40 ., ~ -2.0 1. MEAN lOVfWATERVARIESFROM-1.5T0-3.5 - OOCK oePARTIIE~ DATUM MI!AN l('JNWAll:R ATTHE eArTERY -2.103 U.S. COASTAL AND GEOOETIC SURVEY DATUM -W.PA'M:I,f'ARE IStAN042M DEPENDING ON DISTANCE FROM THE OCEAN, f-l.o"'fST nee OF R£COllD-2.3 2. MEAN HIGH WATER VARIES FROM +2.0 TO +4.0 U.S. COASTAL AND GEODETIC SURVEY DATUM DEPENDING ON DISTANCE FROM THE OCEAN. f8OAAOOfTlW tD'EP'"""",,Of"'A"~"""''''.GN'''''' ·~Hr-;YOr'k'Cr-'I.~ New York City __iii Department of Transportation NOT TO SCALE NEW YORK CITY COMPARISON OF DATUM PLANES .~-:-:~~::":c.,,-_-__...__-_ ~~ .. '!'" , .,.__'!'"__of'DepartmentChief Englnoorof Transportation Assoclate CommIssioner InfraslructureJDeslgn Deoartment of oeSlan + Constroetloo ~I '~.oat.,SSUed: $ STEEL FACED CURB. TYPE D H·1010 SIDEWALK PEOESTRIAN RAMP H.1011 STeeL FACED DROP CURB (DRIVEWAYS) H·1015 CONCRETE CURB H·1044 CONCRETE SIDEWALK H·1045 NO SIDEWALK TO BE INSTALLED IN TH1SAAEA (lYPICAl) UNLESS SIDEWAlK VIOLATIONS HAVE BEEN PROPERLY ISSUED AND VERIFIED BY THE ENGINEER. PAYMEt-IT TO Be REIMBURSED FROM THE PROPERTY O~NER. WHERE EXISTING SIDEWAlK RE~NS AND CURB IS REPLACeO, THE PAYMENT IN THIS AREA 1$ NOT CHARGEABLE TOTHE PROPER1Y OWNER. - PEOESTRIAN RAMPS TO BE INSTALLED WHERE DIRECTED. PAYMENT CHARGEABLE TO THE CITY OR PROPERlY OWNER, AS DIRECTED. SIDEWALK VIOLATION & PAYMENT N.T.$. New York City Department of Transportation SIDEWALK PAVEMENT LIMITS Approved: Approved: .-__..,. '!""_"I"'_-I'Department.OfTranspoJtationChief Engineer Assoctate CommIsSIoner InfrastructtlrelOeSlgn o rtment of Oasi n +Constroct!on Date Issued: Scale: Drawing # M$-1001 CHECKED BY: 6'11t" REVISION NO. DESCRIPTION DATE APPROVED Non. j EXISTING CURB LINE w MAX. TRANSVERSE SLOPE 112" PER FOOT ORAS MIN. CROWN =.00&/01 ORDERED BY ENGINEER . -4- DESIRABLE MI2" ABSOLUTE MIN. ;-NEW ROADWAY RESURFACING / ..~ 114" PRE·IDENTIFIED BINDE~ PRE·IDENTIFIED BINDER---l . EXISTING'T PAVEMENTJ.. SURFACE L TACK COAT (SECTION 6.58) New York City Department of Transportation TYPICAL ROADWAY CROSS-SECTION/RESURFACING Approved: Approved: - """"------• Chief Eng~.., ,.--"'T------'!'"-.,.--oI'Department of Transpof'talion Date Issued: scale: Drawing # M$-1003 CHECKED BY: -1:1L I REVISION NO. DATE APPROVEO None GRADE OF NEW RESURFACING r TO BE DETERMINED IN FIELD NEW GRATING SEAT MIN. 314- TYPICAL . " r NEW ADJUSTMENT COLLAR (STEEL A36) V ""'--TACKWELD . ~~ / /. , GRATING OPENING --~---'--H lor" EXIST.GRATINGSEAT \ .l-J---I----{ I I I l..--, : GASKET 1116" THICK AFTER COMPRESSION . !0"- EXIST. BASIN OR INLET FRAME PLAN ""'N:f.S:'" SECTIONA·A N.T.S. NOTES 1. UPON BEING ORDERED BYTHE ENGINEER TO PERFORM THIS REQUIRED ADJUSTMENT, THE CONTRACTOR IS TO FIELD INVESTIGATE EACH LOCATION AND DETERMINE THE HEIGHT REQUIRED TO BRING GRATING TO THE PROPOSED GRADE. 2.· THIS METHOD OF ADJUSTMENT MAY BE USED ONLY WHERE AN UPWARD ADJUSTMENT OF 3'" TO 5" IS REQUIRED AND WHERE ORDERED BY THE ENGINEER. 3. THE ADJUSTMENT COllARWHEN INSTAlLED SHAlL HAVE NO LATERAL OR VERTICAL MOVEMENr OF ANY KIND. 4. EACH GRATING WHEN SET ON "NEW SEAT SHAll BEAR EVENLY SO THAT NO VERTICAL MOVING' ORROCKING OCCURS DURING TRAFFIC. 5. THE CONTRACTOR MAY USE AN APPROVED EQUALAOJUSTMENT FRAME. 6. NO WORK SHALL PROCEED UNTIL SHOP DRAWINGS HAVE BEEN SUBMITTED AND APPROVED BYTHE DEPARTMENT. I New York City Department of Transportation CATCI:lBASIN ADJUSTMENT· TYPE 2 IAp~---:2.~P~(O~VOO;;;~(~~~~:::IApP~<7"> ChIef Engffieer Assoclate CommIsslOner ,.--""'Ir------,--.,.---I'Department of Transportation Infrastructure/Design Oeoartment of Deilan + Construction 1--+------+--+---I·o.t.,SSUoo; Drawing MSo1004 CHECKED BY: 7/, !Ifl 8ca1&; # REVISION NO. DESCRIPTION DATE APPROVED Non. A A ~ to .. ~ A '-- 00000 - EXlsr:CURB 2:.0- 00000 NJ" EXIST. GUnER 00000 [ 00000 NEW ROADWAY I NEW ROADWAY RESURFACING I RESURFACING I I ~ I \ '----- NEW BINDER C9URSE "CuTAND REMOVE EXIST. (3" ASPH. CONC. OR CONCRETE) PAVEMENT SURFACE. \ INSTALL NEW PAVEMENT ON A BINDER COURSE ELEVATION ~QUIRED N.T.S. SECTION A-A PLAN "N"'f.s." New York City Department of Transportation ADJUSTMENT AT CATCH BASINS AJ)proved~' _ Approved: .-__'"'/" 'i-_.,.._-IDepartmentofChief EngineerTransportatloo Assoclale Commissioner InfrasttuetureJDes/gn artment of Desl n + Construction CHECKED BY: Date Issued: scale: Drawing # MS-1005 o NOll. REVISION NO. OESCRIPTION DATE APPROVED