PROJECT: ROUTE US 1 SECTION 1

Transcription

1 T3\0 PROJT: ROUT US STION PY ITM STNR ITM N N50 85 N G H 89 N Z99Z 92 54H 93 N J 96 9Z99Z 97 9Z99Z ONTRT SRIPTION ITM ITM SRIPTION QUNTITY ROUT US NORTH & SOUTH OVR MULRRY STRT STRUTUR 6 LRING SIT, RIG LS LUMP SUM TMPORRY SHILING LS LUMP SUM ONRT IN SUSTRUTURS, UTMNT WLLS RSLM Y 25 ONRT IN SUPRSTRUTUR, PRPTS HP 45 PRST MIN PRPTS HP 36 RINFORMNT STL IN STRUTURS, POXYOT L 4550 POXY WTRPROOFING SL OT SY 65 3/4x 3/4 PRFORM LSTOMRI, JOINT SLR 65 IMON GRINING OF ONRT K SURF SF 5280 STRUTURL STL K JOINTS LS LUMP SUM NO ITM STRUTURL RING SSMLY 40 PRFRIT SUPRSTRUTUR S SF RIGI MTLLI ONUIT, TYP UG 370 0X36 JUNTION OXS 4 NO ITM NO ITM ROUT US SOUTH OVR OLN V. ONTOR STRUTUR 59 LRING SIT, RIG LS LUMP SUM TMPORRY SHILING LS LUMP SUM 00 N50 ONRT IN SUPRSTRUTUR, PRPTS HP G 520H POXY WTRPROOFING SL OT 3/4x 3/4 PRFORM LSTOMRI, JOINT SLR SY N503 IMON GRINING OF ONRT K SURF SF STRUTURL STL K JOINTS LS LUMP SUM 05 9Z99Z NO ITM 06 54H STRUTURL RING SSMLY N504 PRFRIT SUPRSTRUTUR S SF RIGI MTLLI ONUIT, TYP UG J 0X36 JUNTION OXS 4 0 9Z99Z NO ITM 9Z99Z NO ITM S UILT QUNTITY PY STNR STT FRL PROJT ONTRT QUNTITY SHT S UILT QUNTITY TOTL SHTS STIMT OF QUNTITIS SHT OF 27 48

2 TPXVILL 30NOV20 09: \\njdotprjws\v8system\njdotws\projects\njot ITY OF TRNTON 206 US TOWNSHIP OF WING SHRMN OLN V. ORTLN ST. PRINTON V. RUNSWIK V. NW YORK V. OF MRR 206 US WHITH R. M STRWRRY ST. NTRPRIS V. TOWNSHIP OF LWRN US ROUT OVR MULRRY ST. N OLN V. ONNTOR INX OF RWINGS SHT SRIPTION STIMT OF QUNTITIS STT FRL PROJT SHT TOTL SHTS STRUTUR STRUTUR NM 59 & 6 2 KY PLN TO STRUTURS 34 GNRL PLN N LVTION (OLN V.) 5 MOLITION TILS (OLN V.) 6 SOUTH UTMNT (OLN V.) 7 NORTH UTMNT (OLN V.) 8 PROPOS K PLN N STION (OLN V. ) 94 RHITTURL TILS (OLN ) 56 GNRL PLN N LVTION (MULRRY ST.) LINTON V. 7 8 MOLITION TILS (MULRRY ST.) SOUTH UTMNT (MULRRY ST.) 9 20 NORTH UTMNT (MULRRY ST.) PROPOS K PLN N STION (MULRRY ST.) STRUTUR 6 K RPLMNT NORTHOUN N SOUTHOUN US RT. OVR MULRRY STRT RHITTURL TILS (MULRRY ST.) LSTOMRI RING TILS K JOINT TILS TYPIL TILS STRUTUR 59 K RPLMNT OF SOUTHOUN US RT. OVR OLN V. ONNTOR : STION JO 53 S. R. Villagracia HK.. Patel U. Wallace IN HRG Seth hiekpor Project ngineer Structural Transportation SUMITT Manager Structural ngineering RVISION Y K T LL IMNSIONS SHOWN R IN US S NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING KY PLN TO STRUTUR ROUT US STION MRR ITY OF TRNTON MUNIIPLITY 49 RIG SHT 2 OF 27

3 TPXVILL 30NOV20 09:3 \\njdotprjws\v8system\njdotws\projects\njot STT FRL PROJT SHT TOTL SHTS urb Line { of 0G 25 0 To Olden ve. urb Line { rgs. N. but. STRUTUR STRUTUR NM 59 US ROUT OVR GNRL NOTS OLN V. ONNTOR. esign Specifications 2002 (7th dition) SHTO Standard Specifications for Highway ridges (with Interims) as modified by Section 3 of NJOT esign Manual for ridges and Structures. 2. onstruction Specifications xisting urb Line ( & \) egin bridge (Header Rear Face) Sta xisting urb Line { rgs. S. but Off Ramp Face of butment R=3.000 Sta { of G PLN urb Line Scale: = 0 32 Face of butment nd Of ridge (Header Rear Face) Sat Sta xisting urb Line South ound xisting urb Line ( & \) Sta NJOT Standard Specifications for Road and ridge onstruction with current Supplemental Specifications, as modified by the Special Provisions. 3. Live Load SHTO HS % (HS25) or tandem 24 kips axles at 4 foot centers, whichever governs. 4. oncrete esign Stresses (a) esign ompressive Strengths (f c) (In accordance with the Retest Limit for Paydjustment Items as specified in Table 944 of the NJOT Standard Specifications and as modified by the Special Provisions) lass P 5,000 psi lass 4,000 psi (The retest limit for nonpayadjustment items shall be as specified on the last line of Table 944 of the NJOT Standard Specifications and as may be modified by the Special Provisions) (b) lass Mix esign Strengths (In accordance with Table 943 of the NJOT Standard Specifications) lass P 5,5000 psi lass 4,600 psi 5. Reinforcement Steel STM 65M (Grade 60) Light Post Light Post 6. Superstructure ead load includes a 25 lbs./sq. ft. provision for future 2 inch thick concrete overlay protective system on the bridge deck. Guard Rail Wingwall 865 Parapet with Treatment, See rchitectural etails Structural Steel: SHTO M270, Grade 50W with Supplementary Requirements for Notch Toughness for all member components marked (T). Structural Steel painting system and finish coat color, see Sheet 8. xp. Fix. Min. l High Performance oncrete Mix designed to be used for deck slabs, pylons & parapets. lev lev pprox. Final Ground Line 7. The dimensions of existing bridge were reproduced from NJOT Microfilm File Reference No. 59. The information presented is for informational purposes only and is not guaranteed to be correct. The ontractor shall examine and verify in the field all conditions and LVTION Scale: = 0 dimensions. He shall take all such field measurements to assure proper fit of the finished work and shall assume full responsibility for their accuracy. If field conditions and dimensions differ from those shown on the plans, the ontractor shall use the field measurements and make the appropriate changes to those shown on the plans when shop drawings are submitted 35 0 for ngineer s approval. The field measurement shall be indicated on the shop drawings submitted : Level oping (Typ.) STION JO 53 S. R. Villagracia HK.. Patel U. Wallace IN HRG Seth hiekpor Project ngineer Structural Transportation SUMITT Manager Structural ngineering (Lane) (Lane) (Shoulder) 0 xisting urb Line & \ (R=3,000 ).70 %.70 %.70% Level rip (Typ.) W36 x 82 Girder (Typ.) 0G 9G 8G 7G 6G 5G 4G 3G 2G G STION Scale: = = = 0 Separate payment will not be made for the verification of existing field conditions and dimensions or associated plan revisions and all cost, thereof, will be included in the bid price for various pay items. 8 RVISION Y K T LL IMNSIONS SHOWN R IN US S NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY GNRL PLN N LVTION ITY OF TRNTON OLN V. ( SHT ) STION MRR RIG SHT 3 OF 27 50

4 3 0 Sta xisting W.P. # W.P. #2 xisting eck Jt. 0 0 xisting urb Line nd of eck ( &\) W.P. #3 { rgs. S. but. R=3.000 WORKING POINT LYOUT N. T. S. W.P. #4 Route US xtensionsouth Highway Sta W.P. #5 xisting eck Jt. W.P. #9 W.P. #0 To be removed Location of Working Point { of eam G egin of ridge Sta % T3\0 2 S. STION IN HRG SUMITT U. Wallace R. Villagracia Seth hiekpor HK. JO Project ngineer Structural Transportation. Patel Manager Structural ngineering 53 Proposed Precast Face of butment Headwall XISTING STION nd of eck Open Joint N. T. S. Face of butment Headwall 3 Flange to be ut and Grind Smooth PROPOS STION N. T. S. Open Joint xisting Headwall xisting Headwall P.V.I LV % P.V P.V.I LV LV % 0.66 P.V.I LV % W.P. #6 +00 L= FT e= 0.03 FT nd of eck F W.P. # W.P. #8 G { rgs. N. but Scale: =20 0 P.V.I LV P.V.I LV % P.V.T LV % LVTION LONG XISTING UR LIN P.V.I LV nd of ridge Sta (ONSTRUTION S LIN & PROFIL LIN) P.V.I % LV H PY ITM STNR ITM N50 53G 520H N Z99Z 54H N J 9Z99Z 9Z99Z NOTS W. P.# RVISION Y K T STTION Sta Sta Sta Sta Sta Sta NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US ITY OF TRNTON MUNIIPLITY STT WORKING POINTS Sta Sta OFFST 3 LT 25 LT 35 LT 3 LT 25 LT 34 LT SRIPTION STRUTUR FRL PROJT STRUTUR NM LVTION 59 GNRL PLN N LVTION MRR SHT US ROUT OVR OLN V. ONNTOR SUMMRY OF QUNTITIS SLIN xis. urb Line OLN V. ( SHT 2 ) TOTL SHTS For lettered through H joint locations and elevations, see deck sheet. 9 0 TMPORRY SHILING POXY WTRPROOFING SL OT 3/4x 3/4 PRFORM LSTOMRI, JOINT SLR IMON GRINING OF ONRT K SURF NO ITM STRUTURL RING SSMLY PRFRIT SUPRSTRUTUR S 3 RIGI MTLLI ONUIT, TYP UG 0X36 JUNTION OXS NO ITM NO ITM Sta Sta RT * levation at eck above eam LRING SIT, RIG * RT 0.086* ONRT IN SUPRSTRUTURS,PRPT HP LL IMNSIONS SHOWN R IN US S LS ONTRT QUNTITY LUMP SUM 30 SY SF SF RIG SHT 4 OF 27 LS LUMP SUM 3840 STRUTURL STL K JOINT (7,600LS) LS LUMP SUM STION

5 T3\0 S. NOT : 5% Sloped, Smooth Finished and pplied with poxy Waterproofing Seal oat. STION IN HRG SUMITT R. Villagracia U. Wallace = xisting rainage and bet. Seat on butment to be filled with (min. 2) l oncrete and with 5% slope. Seth hiskpor HK. JO Project ngineer Structural Transportation.Patel Manager Structural ngineering l PLN Scale: = 0 Lane Lane Shoulder l l l l l G 2G 3G 4G 5G 6G 7G 8G 9G 0G (\& ) l G 2G 3G 4G 5G 6G 7G 8G 9G 0G LVTION (LOOKING SOUTH) Scale: = l l l Limits of Surfaces of oncrete to be covered with poxy Waterproofing as per Specifications Level rg. Seat Face of butment Face of earing Pad 6 Min. TILPOXY WTRPROOFING SL OT N.T.S. 5% { rg. ackwall 6 Min. eck Level earing Seat rill & Grout nchor olt l { rgs. ia. nchor olt oncrete Fill 5% Slope et. l l STION Scale: = l ut and Grind this leg of xisting Steel eck Joint Roadway Roughen xisting oncrete Surface { rgs. l NOTS: PY ITM 0 STNR ITM 53G RVISION Y K T SUMMRY OF QUNTITIS SRIPTION poxy Waterproofing Seal oat STT NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US STRUTUR STRUTUR NM ITY OF TRNTON FRL PROJT. oncrete earing Pad top elevation shown were calculated based on 9 deck thickness and depth of beam. The ontractor shall verify the elevations in the field. ny changes shall be brought to the attention of the ngineer 5 0 = = 0 and Fabricator. 2. For nchor olt setting, refer to lastomeric earing etail Sht. No oncrete Fill for existing drainage, between bearing seat and oncrete earing Pad shall be included in Pay Item Structural earing ssembly. 4. The ontractor has the option to prefabricate the oncrete earing Pad, however without extra cost to NJOT. alculations and etails to be submitted for ngineer s approval. 5. Rapid Set Latex Modified oncrete (RSLM) shall be used Heavy Hex Nut (STM 563) xtra nuts or an equal xpansion/fixed earing fully threaded ia. H.S. nchor olt (449 6 O.. oth Ways (poxyoated) for concrete fill and bearing pad. STION Scale: = 0 Masonery Plate. See earing Sheet for both expansion and fix plate details. SOUTH UTMNT (OLN V.) 59 MRR MUNIIPLITY SHT US ROUT OVR LL IMNSIONS SHOWN R IN US S ONTRT QUNTITY SY 60 RIG SHT 6 OF 27 TOTL SHTS OLN V. ONNTOR oncrete earing Pad (RSLM) (Rapid Set Latex Modified oncrete) to attain required strength before load of structure is placed on it. STION 53

6 T3\0 S. STION IN HRG SUMITT R. Villagracia U. Wallace Seth hiskpor NOT : 5% Sloped, Smooth Finished and pplied with poxy Waterproofing HK. Seal oat. JO Project ngineer Structural Transportation = xisting rainage and.patel Manager Structural ngineering between Seat on butment to be filled with (min. 2) oncrete and with 5% slope. 53 l Shoulder PLN Scale: = 0 LVTION (LOOKING NORTH) Scale: = Front Face of ackwall 6 0 Front Face of butment 5 4 0G 9G 8G 7G 6G 5G 4G 3G 2G Lane G 9G 8G 7G 6G 5G 4G 3G 2G l l l Limits of Surfaces of oncrete to be covered with poxy Waterproofing as per Specifications Level rg. Seat Face of butment Face of earing Pad 6 Min. TILPOXY WTRPROOFING SL OT N.T.S. 5% { rg. l l l ackwall 6 Min. l l eck { rgs. ia. nchor olt oncrete Fill 5% Slope et. Level earing Seat rill & Grout nchor olt Lane ( &\) l l l l STION Scale: = l ut and Grind this leg of xisting Steel eck Joint 6 G G Roadway Roughen xisting oncrete Surface { rgs. l l NOTS: (poxyoated) Heavy Hex Nut (STM 563) xtra nuts or an equal xpansion/fixed earing fully threaded ia. H.S. nchor olt (449 Galvanized) PY ITM 0 STNR ITM 53G 5 0 = = 0 RVISION Y K T SRIPTION NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRUTUR FRL PROJT STRUTUR NM. oncrete earing Pad top elevation shown were calculated based on 9 deck thickness and depth of beam. The ontractor shall verify the elevations in the field. ny changes shall be brought to the attention of the ngineer STION Scale: = 0 and Fabricator. 2. For nchor olt setting, refer to lastomeric earing etail Sht. No oncrete Fill for existing drainage, between bearing seat and oncrete earing Pad shall be included in Pay Item Structural earing ssembly. 4. The ontractor has the option to prefabricate the oncrete earing Pad, however without extra cost to NJOT. alculations and etails to be submitted for ngineer s approval. 5. Rapid Set Latex Modified oncrete (RSLM) shall be used for concrete fill and bearing 6 O.. oth Ways SUMMRY OF QUNTITIS poxy Waterproofing Seal oat Masonery Plate. See earing Sheet for both expansion and fix plate details. ITY OF TRNTON NORTH UTMNT (OLN V.) 59 MRR SHT US ROUT OVR LL IMNSIONS SHOWN R IN US S TOTL SHTS OLN V. ONNTOR oncrete earing Pad (RSLM) (Rapid Set Latex Modified oncrete) to attain required strength before load of structure is placed on it. STION ONTRT QUNTITY SY 60 RIG SHT 7 OF 27 54

7 T3\0 S. STION IN HRG SUMITT U. Wallace R. Villagracia Shoulder Seth hiekpor Provide Inserts in fascia units for formwork to be used in constructing castinplace 3 0 parapet, see detail in Sheet 9. l Sta HK. JO Project ngineer Structural Transportation. Patel Manager Structural ngineering Lane Level 3 0 opping (Typ.) 0 0 Lane l Sta G 3 0 nd of eck dge of eck 79 W36 x 82 Girder (Typ.) PLN Scale: = 0 l Sta l Sta GR PLN LVTION Scale : = (Lane) 2 0 (Lane) 3 0 (Shoulder) %.70 % 9G 8G 7G 6G 5G STION Scale: = 0 dge of eck l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l Sta G F nd of eck l Sta xisting urb Line (\& ) 3G xisting urb Line (\& ).70% G 2G l Sta H G l Sta Level NOTS : rip (Typ.) PY ITM W36 x 82 Girder (Typ.) STNR ITM RVISION Y K T SUMMRY OF QUNTITIS SRIPTION NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRUTUR FRL PROJT STRUTUR NM 59 (OLN V.) MRR SHT US ROUT OVR TOTL SHTS ONTRT QUNTITY PROPOS K PLN N STION ITY OF TRNTON OLN V. ONNTOR. The eck shall be Prefabricated oncrete/steel omposite Superstructure Unit. 2. The ontractor shall submit the alculations and Working rawings to the ngineer per NJOT Standard Specifications. Verify in field the correctness of imensions and levations before shop fabrication of the Superstructure Unit. 3. For details of the four (4) corners of the deck, see rchitectural Sheets. 4. For reas to be iamond Grinded, Refer to NJOT 5, Sawcut Grooving for ridge ecks. 5. leaning and Painting of Structural Steel shall be in accordance with NJOT Standard Specifications oating System: IU Finish oat olor: Foliage Green N503 9Z99Z N504 No Item 2 4 = 0 Prefabricated Superstructure Unit 8 6 = 0 iamond Grinding of oncrete eck Surface LL IMNSIONS SHOWN R IN US S RIG SHT 8 OF 27 SF SF STION

8 Guide Rail ttachment Type, see 624 for details. nd of S Wingwall 40 0 { ontra. Jt. in wall & parapet 83 0 { xpan.. Jt. in wall & parapet 37 2 Rad. (Typ.) 2 Junction ox (Typ.) rip onduits to run 2 beyond end of paraper/wingwall. urve behind and terminate parallel to guide rail. (Min. 2 depth) Thread and cap all ends. (Typical all four corners) 7 Guide Rail ttachment Type, see 624 for details. Open eck Jt. 7 T3\0 S. STION IN HRG SUMITT HK. Seth hiekpor JO 53 Project ngineer Structural Transportation Willfredo Sia Manager Structural ngineering Seth hiekpor Threaded Insert (Typ.) (oordinate with eck Fabricator) 3 2 ov. (Typ.) 0 R. 23~ R.M nd of SW Wingwall PLN 37 3 { ontra. Jt. in wall & parapet Scale: = ~ Rigid Metallic onduits (Typ.) 2 0 STION: Scale: = 0 0 R. 23~ R.M ov. (Typ.) Open eck Jt. Open eck Jt rip { ontra. Jt. in wall & parapet 23 0 Rad. (Typ.) 2 nd of N Wingwall Threaded Insert (Typ.) (oordinate with eck Fabricator) Open eck Jt. Guide Rail ttachment Type, see 624 for details. PY ITM STNR ITM N50 53 { xpan.. Jt. in wall & parapet RVISION Y K T { ontra. Jt. in wall & parapet nd of NW Wingwall Guide Rail ttachment Type, see 624 for details. QUNTITIS SRIPTION NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRUTUR FRL PROJT STRUTUR NM RINFORMNT STL IN STRUTURS, POXY OT SHT RIG SHT 9 OF 27 TOTL SHTS ONTRT QUNTITY 74 3 RIGI MTLLI ONUIT, TYP UG J 0 x 36 JUNTION OXS = 0 ONRT IN SUPRSTRUTUR, PRPTS (HP) = 0 ITY OF TRNTON 59 US ROUT OVR OLN V. ONNTOR Note: ost of RINFORMNT STL IN STRUTURS, POXY OT shall be paid under item, ONRT IN SUPRSTRUTUR, PRPTS (HP). MRR LS RHITTURL TILS (OLN V.) LL IMNSIONS SHOWN R IN US S STION 56

9 T3\0 STION JO onduits 6 wingwall Open Jt. ackwall S. HK. Seth hiekpor IN HRG Seth hiekpor Project ngineer Structural Transportation SUMITT Willfredo Sia Manager Structural ngineering 23~ Rigid Metallic Pylon Open Jt. R.M.. xpansion Sleeve dge of 9 arrier Parapet 2 Gutter Line { Fascia eam Face of butment { earing 3 3 nd of Front Face of ackwall SW ORNR TILS { earing 2 Front Face of ackwall nd of Open Jt. 6 wingwall { Fascia 3 6 Pylon Open Jt ackwall eam Gutter Line dge of 23~ Rigid Metallic onduits 9 arrier R.M.. xpansion Sleeve Parapet 8 S ORNR TILS Face of butment ORNR TILS Scale: = 0 dge of 9 arrier Parapet 9 arrier Parapet Gutter Line Face of butment { earing 23~ Rigid Metallic onduits Open Jt. { Fascia eam nd of Front Face of ackwall Face of butment { Fascia eam Gutter Line R.M.. xpansion Sleeve 3 3 R.M.. xpansion Sleeve dge of 2 Open Jt. NW ORNR TILS { earing 3 6 Pylon ackwall N ORNR TILS 3 3 ackwall 8 Open Jt. 3 6 Pylon nd of Front Face of ackwall 2 8 Open Jt. 23~ Rigid Metallic onduits 6 wingwall = 0 6 wingwall RVISION Y K T NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRUTUR ITY OF TRNTON FRL PROJT STRUTUR NM 59 MRR SHT US ROUT OVR OLN V. ONNTOR RHITTURL TILS 2 (OLN V.) RIG SHT 0 OF 27 TOTL SHTS LL IMNSIONS SHOWN R IN US S STION 57

10 T3\0 S. STION IN HRG SUMITT HK. Seth hiekpor JO (Typ.) 9 3 Scale: = XTRIOR LVTION ST RRIR PRPT 53 Project ngineer Structural Transportation Willfredo Sia Manager Structural ngineering Seth hiekpor Parapet arrier Parapet XTRIOR LVTION ST RRIR PRPT SPN Scale: = Parapet arrier Parapet Roadway XTRIOR LVTION WST RRIR PRPT SPN Scale: = (Typ.) XTRIOR LVTION WST RRIR PRPT Scale: = Roadway 2 4 = = RVISION Y K T 9 STT FRL PROJT SHT TOTL SHTS STRUTUR STRUTUR NM 59 US ROUT OVR OLN V. ONNTOR eck STION: Scale: = 0 LL IMNSIONS SHOWN R IN US S NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING RHITTURL TILS 3 (OLN V.) ROUT US STION ITY OF TRNTON MRR MUNIIPLITY 58 RIG SHT OF 27

11 TPXVILL 30NOV20 0:36 \\njdotprjws\v8system\njdotws\projects\njot STT FRL PROJT SHT TOTL SHTS 37 3 STRUTUR 59 3 Parapet 8 6 = STRUTUR NM US ROUT OVR Transition F 6 PR4 2 0 OLN V. ONNTOR 6 PR3 6 PR3 Roadway 2 0 arrier Parapet 4#9 2 4#9 2 6#9 2 9#9 2 6#9 2 9#9 2 ontraction Jt. (Typ.) Repeat Reinforcement F 3#9 2 3#9 2 MTH LIN 2 0 arrier Parapet { ate Panel NUMRL PNL LOTION TIL NW PRPT ONLY Scale: = 0 INTRIOR LVTION RRIR PRPT SW WINGWLL Scale: = Parapet 9 6 PR6 2 0 arrier Parapet Roadway G MTH LIN 8#6 7 Open Jt. (Typ.) ontraction Jt. (Typ.) R e p e a t R e i n f o r c e m e n t 9 ontraction Jt. (Typ.) G MTH LIN INTRIOR LVTION WST RRIR PRPT SPN Scale: = F 3 Parapet 9 0 = Parapet 9 4 = : STION S. HK. Seth hiekpor JO 53 Seth hiekpor IN HRG Project ngineer Structural Transportation SUMITT Willfredo Sia Manager Structural ngineering MTH LIN 6 PR7 7#9 2 7#9 2 6 PR8 2 0 arrier Parapet Roadway 6 PR9 F 0#9 2 0#9 2 0#9 2 R e p e a t R e i n f o r c e m e n t 0#9 2 INTRIOR LVTION RRIR PRPT NW WINGWLL Scale: = 0 Note: For cross sections, see sheet RHITTURL TILS 6. ontraction Jt. (Typ.) Repeat Reinforcement 0 0 Transition 6 PR9 7#9 2 7# = 0 = RVISION Y K T 8#9 4 8#9 4 LL IMNSIONS SHOWN R IN US S NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING RHITTURL TILS 4 (OLN V.) ROUT US STION ITY OF TRNTON MRR MUNIIPLITY 59 RIG SHT 2 OF 27

12 32 3 Parapet 7 8 = TPXVILL 30NOV20 0:37 \\njdotprjws\v8system\njdotws\projects\njot STT FRL PROJT SHT TOTL SHTS STRUTUR 59 STRUTUR NM US ROUT OVR 0 0 Transition 6 PR6 F OLN V. ONNTOR 6 PR0 6 PR0 Roadway 2 0 arrier Parapet 8#9 4 6#9 PR2@2 8#9 2 ontraction Jt. (Typ.) #9 2 F MTH LIN 8#9 4 6#9 PR@2 8#9 2 Repeat Reinforcement #9 2 INTRIOR LVTION RRIR PRPT N WINGWLL Scale: = Parapet PR9 G 2 0 arrier Parapet Roadway MTH LIN 6#6 7 Open Jt. (Typ.) ontraction Jt. (Typ.) R e p e a t R e i n f o r c e m e n t 9 ontraction Jt. (Typ.) G MTH LIN INTRIOR LVTION ST RRIR PRPT SPN Scale: = Parapet 9 3 = Parapet 0 0 = : STION MTH LIN JO S. HK. Seth hiekpor Seth hiekpor IN HRG Project ngineer Structural Transportation SUMITT Willfredo Sia Manager Structural ngineering 6 PR7 7#9 2 7# PR9 0# arrier Parapet 6 PR6 #9 2 0#9 2 R e p e a t R e i n f o r c e m e n t #9 2 Scale: = 0 ontraction Jt. (Typ.) INTRIOR LVTION RRIR PRPT S WINGWLL Note: For cross sections, see sheet RHITTURL TILS 6. F F Roadway R e p e a t R e i n f o r c e m e n t LL IMNSIONS SHOWN R IN US S 2 4 = Transition 6 PR6 8#9 2 8#9 2 RVISION Y K T 2 0 ROUT US 4#9 2 4#9 2 NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ITY OF TRNTON MUNIIPLITY RHITTURL TILS 5 (OLN V.) STION MRR RIG SHT 3 OF 27 60

13 TPXVILL 30NOV20 0:38 \\njdotprjws\v8system\njdotws\projects\njot STT FRL PROJT SHT TOTL SHTS STRUTUR 59 #9 4 (djust bars to clear chamfer) 5 3 # #9 2 VRIS #9 2 9 STRUTUR NM US ROUT OVR OLN V. ONNTOR mbedment 3 #9 4 end rods to clear 4x2 chamfer 7 2 Roadway Roadway Roadway Roadway rill & grout mbedment 3 #9 2 rill & grout mbedment 3 #9 2 rill & grout mbedment 3 #9 2 rill & grout 2 0 Rad. (Typ.) # xisting Wingwall 6 xisting Wingwall 6 xisting Wingwall 6 xisting Wingwall STION: Scale: = 0 STION: Scale: = 0 STION: Scale: = 0 STION: FF Scale: = 0 STION: GG Scale: = 0 Insert hemp or jute in opening between pipes I. STUS RIUS = 2 0 OL PPLI JOINT SLR PGRY IN OLOR ORK JOINT MTRIL UT FROM M 8 X 42.7 (GLV.) UT FROM M 8 X 42.7 (GLV.) OR US L 8 X 4 X (GLV.) STM 709 STL R SHUL MRK SIZ LNGTH TYP PR PR2 PR3 PR4 PR5 #9 #9 # TIL TIL STRIGHT STRIGHT TIL PR6 PR STRIGHT STRIGHT Threaded R.M.. reducing coupling R.M.. ll pipe ends to be rounded to insure smooth raceway onduit shall be provided with approved ground strap across expansion sleeve 2 5 ut sleeve to fit joints where necessary Rigid Metallic onduit (R.M..) R.M.. sleeve fastened at downgrade end of coupling Open for expansion PRFORM LSTOMRI PR8 PR STRIGHT STRIGHT PR5 LVTION JOINT SLR PLT PR0 PR # STRIGHT TIL PR PR2 PR R. M.. SLV xt.ia. Int.ia. xt.ia. Int.ia. Nom.ia. Nom.ia. Nominal Reducing oupling learance to : STION S. STU STOPS WT 9 X 3 0. TO. (MX.) I. STUS (TYP.) onst. Jt. Open ontr. Jt. Joint M 8 X 42.7 IPHRGM parapet face (oping similar) parapet face (oping, similar) OPN JOINT ONTR. OR ONST. JOINT (ontraction joint paraffin coated) LONGITUINL STON THROUGH JOINT T UTMNT SHOWING STL RMOR PLT T JOINT FOR RRIR PRPT Face Scale: = 0 Seth hiekpor JO 53 HK. Seth hiekpor IN HRG Project ngineer Structural Transportation SUMITT Willfredo Sia Manager Structural ngineering Parapet Face (or where required) Face (or 0.5x Parapet height where required) HORIZONTL UMMY JOINT VRTIL UMMY JOINT TILS OF PRPT SORING In Sdwk. Slab In Parapet 8 STION: HH NOTS: LVTION NUMRL PNL TIL N. T. S. ate shall be year of completion of the structure. H Panel, depressed Numerals proposed for use shall be approved by the ngineer. ost of the panel shall be included in the price bid for concrete containing the panel. H to 2 xpansion sleeves shall be installed at all Fixed and xpansion joints and elsewhere as shown or approved. R.M.. and all fittings shall be hotdip galvanized = = RVISION Y K T to 3 5 to 4 TILS OF R.M.. XPNSION SLV ROUT US LL IMNSIONS SHOWN R IN US S NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ITY OF TRNTON MUNIIPLITY MRR RIG SHT 4 OF 27 RHITTURL TILS 6 (OLN V.) STION 6

14 T3\0 S. STION IN HRG SUMITT. Patel U. Wallace Seth hiekpor 4 HK. 2 4 JO Project ngineer Structural Transportation Manager Structural ngineering eam guiderail ttachment, Type 53 R. Villagracia egin ridge Sta Profile Line ( ) N 5^9 38 urb Line Profile Line ( ) egin ridge Sta urb Line 2 6 { rg. S. but. Face of butment Proposed urb Line eam guiderail ttachment, Type ^28 57 urb Line { Muberrt St. Sta xisting Roadway xisting R.O.W { rg. N. but. Rte PLN Scale :.50 % Face of butment xisting R.O.W 4 eam guiderail ttachment, Type SOUTH OUN.20 % urb Line South ound nd of ridge Sta nd of ridge Sta North ound eam guiderail ttachment, Type 2 6 { Rte. US (xisting) (\ & ) (\ & ) % STION Scale : = { US RT. 4 GNRL NOTS. 2 esign Specifications 2002 (7th dition) SHTO Standard Specifications for Highway ridges (with Interims) as modified by Section 3 of NJOT esign Manual for ridges and Structures. 2. onstruction Specifications 200 NJOT Standard Specifications for Road and ridge onstruction with current Supplemental Specifications, as modified by the Special Provisions. 3. Live Load SHTO HS % (HS25) or tandem 24 kips axles at 4 foot centers, whichever governs. 4. oncrete esign Stresses (a) (b) esign ompressive Strengths (f c) (In accordance with the Retest Limit for Paydjustment Items as specified in Table 944 of the NJOT Standard Specifications and as modified by the Special Provisions) lass P lass xp. ST LVTION NORTH OUN 38 0 (xisting) Scale : 5,000 psi 3,000 psi (The retest limit for nonpayadjustment items shall be as specified on the last line of Table 944 of the NJOT Standard Specifications and as may be modified by the Special Provisions) lass Mix esign Strengths (In accordance with Table 943 of the NJOT Standard Specifications) lass P lass 5. Reinforcement Steel STM 65M (Grade 60) 5,500 psi 3,700 psi % 9 THIK.20 %.50 % SL Fix. Proposed concrete (Typ.) ( See Sheet 8 & 9 for etails) 2 Guard Rail (Typ.) (See Sht.# 2 for details) W30 x 99 Girder (Typ.) xisting substructure to remain pprox. Ground Line Superstructure PY ITM RVISION Y K T NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRUTUR FRL PROJT STRUTUR NM ead load includes a 25 lbs./sq. ft. provision for future 2 inch thick concrete overlay protective system on the bridge deck. Structural Steel: SHTO M270, Grade 50W ITY OF TRNTON 6 with Supplementary Requirements for Notch Toughness for all member components marked (T). Structural Steel painting system and finish coat color, see Sheet 20. High Performance oncrete Mix designed to be used for deck slabs, pylons & parapets. for informational purposes only and is not guaranteed to be correct. The ontractor shall examine and verify in the field all conditions and MRR SHT GNRL PLN N LVTION TOTL SHTS US ROUT OVR MULRRY ST. The dimensions of existing bridge were reproduced from NJOT Microfilm File Reference No. 59. The information presented is dimensions. He shall take all such field measurements to assure proper fit of the finished work and shall assume full responsibility for their accuracy. If field conditions and dimensions differ from those shown on the plans, the ontractor shall use the field measurements and make the appropriate changes to those shown on the plans when shop drawings are submitted for ngineer s approval. The field measurement shall be indicated on the shop drawings submitted Separate payment will not be made for the verification of existing field conditions and dimensions or associated plan revisions and all cost, thereof, will be included in the bid price for various pay items. STNR ITM N504 N50 N G 520H N Z99Z 54H N J 9Z99Z 9Z99Z LRING SIT, RIG TMPORRY SHILING SUMMRY OF QUNTITIS SRIPTION ONRT IN SUSTRUTURS, UTMNT WLLS RSLM ONRT IN SUPRSTRUTURS, PRPT HP PRST MIN PRPT HP RINFORMNT STL IN STRUTURS, POXYOT POXY WTRPROOFING SL OT 3/4x 3/4 PRFORM LSTOMRI, JOINT SLR IMON GRINING OF ONRT NO ITM STRUTURL RING SSMLY PRFRIT SUPRSTRUTUR S 3 RIGI MTLLI ONUIT, TYP UG 0x36 JUNTION OXS NO ITM NO ITM LS Y MULRRY ST. (SHT ) ONTRT QUNTITY LUMP SUM 45 L SY SF SF LL IMNSIONS SHOWN R IN US S RIG SHT 5 OF 27 LS LUMP SUM STRUTURL STL K JOINT (4,300 LS.) LS LUMP SUM STION

15 T3\ STION JO 53 S.. Patel HK. R. Villagracia U. Wallace IN HRG Seth hiekpor Project ngineer Structural Transportation SUMITT Manager Structural ngineering P.#W ( \ & ) K W.P. #2 2 4 L urb Line { Rte. US M urb Line W.P. #3 North ound N ( \ & ) F W.P. # O G W.P. #5 Fascia eam urb Line H P WORKING POINT LYOUT Scale: = STRT W.P. #6 Fascia eam W.P. # I N RT MULRRY ST. OVRPSS ONSTRUTION PROFIL LIN J { rgs. { rgs. urb Line South ound STRT NOTS N RT MULRRY ST. OVRPSS ONSTRUTION PROFIL LIN For lettered through P joint locations and elevations, see deck sheet WORKING POINTS STTION OFFST SLIN LVTION Sta Sta Sta Sta Sta Sta RVISION Y K T RT LT NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT xist. \ N xist. \ S xist. \ N xist. \ S xist. \ N xist. \ S STRUTUR FRL PROJT STRUTUR NM ITY OF TRNTON 6 MRR SHT GNRL PLN N LVTION TOTL SHTS US ROUT OVR MULRRY ST. LL IMNSIONS SHOWN R IN US S MULRRY ST. (SHT 2) STION RIG SHT 6 OF 27 63

16 T3\0 TPXVILL 30NOV20 0: : \\njdotprjws\v8system\njdotws\projects\njot Profile Line egin ridge Sta urb Line Profile Line STION JO 53 S.. Patel HK. R. Villagracia U. Wallace IN HRG Seth hiekpor Project ngineer Structural Transportation SUMITT Manager Structural ngineering { rg. S. but. Face of butment 2 80^28 57 urb Line { Muberrt St. xisting R.O.W xp. { rg. N. but. Rte.26 Sta PLN N. T. S. ST LVTION N. T. S. Face of butment xisting R.O.W Southbound { Rte. 26 xt. Sect.2 nd of ridge Sta Northbound LGN: Guard Rail Fix. 2 pprox. Ground Line = Roadway 3 7 Slab Indicates Items to be emolished. STION N. T. S. MOLITION NOTS: Roadway RVISION Y K T NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRUTUR FRL PROJT STRUTUR NM. ontractor is responsible for the method and design of Superstrcture removal and shall submit these to the ngineer for review prior to removal. 2. The ontractor shall prepare and submit all documents to obtain permits and ITY OF TRNTON 6 approvals necessary to remove, transport and dispose demolished superstructure. the start of demolition of existing superstructure and completion of proposed superstructure, see traffic control plans. 5. ll works, equipment, transportation, and permits necessary to remove existing superstructure are included in Pay Item learing Site, ridge. MRR SHT TOTL SHTS US ROUT OVR MULRRY ST. 3 = isposal of materials and debris shall be in accordance with NJOT Standard Specifications. 4. ontractor shall be aware that duration of work should be one () weekend for oncrete Parapet Metal Railing PPROXIMT MOLITION QUNTITIS ITM LL IMNSIONS SHOWN R IN US S MOLITION PLN, (MULRRY ST.) RIG SHT 7 OF 27 3 QUNTITY Structural Steel L 80,000 lass oncrete in Structures Reinforcement Steel in Structures ( For Information Only) STION 3 30 Y 55 L 32,500 64

17 T3\0 S. STION IN HRG SUMITT. Patel U. Wallace Seth hiekpor NOT : = xisting rainage 2 0 and Seat on butment to be filled with (min. 2) oncrete and with 5% slope. 9 l Limits of Surfaces of oncrete to be covered with poxy Waterproofing as per Specifications Level rg. Seat Face of butment Face of Pedestal 6 Min. HK. JO Project ngineer Structural Transportation Willfredo Sia Manager Structural ngineering 53 R. Villagracia Face of Pylon to ridge Open Joint 80^ PLN Scale: = 0 { of ridge { Rte. US xtension Face of Pylon to ridge G 2G 3G 4G 5G 6G 7G 8G 9G 0G G 2G 3G 4G 5G 6G 7G 8G 9G 20G l l % P2 { rg. TILPOXY WTRPROOFING SL OT l l P P P P P2 P2 P P P P P2 ackwall 6 Min. 3 9 Scale: = North ound { Route US South ound l l l l l l LVTION (LOOKING SOUTH) 32 Per Set 2 8 O.. Roughen xisting oncrete Surface 20 Vertical ars Rear Face of Header Offset 2 ov. (Typ.) 5 4 Front face STION 0 of butment { rgs. l l oncrete to be placed fter the Prefabricated eck is in place. eck 53 Grillage ars 5% Slope etween Level earing Seat 32 Per set 8 o.c. P TILS Scale: = 0 { rgs. 2 0 l Offset 0 6 Var. oncrete to be placed and cured efore the installation of Prefabricated eck xisting eck STION 2#45 ontinuous ar rill & Grout Roughen xisting oncrete Surface rill & Grout Vertical ars 6 ars@2 o.c. (lternate to existing) 6 Vertical ars 24 Grillage 6 o.c. 20 Vertical ars { of earings N.T.S. Roadway Portion of Headwall to be Removed XISTING UTMNT HWLL 3 6 PY ITM MRK RINFORMNT STL SIZ = = 0 NOTS : 3 LNGTH RVISION Y K T RMRKS NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRIGHT TIL TIL TIL STRIGHT TIL 0 STRUTUR FRL PROJT STRUTUR NM. Pedestals shall be astinplace, however the ontractor STNR ITM 53 53G ITY OF TRNTON 6 has the option to prefabricate them but without extra cost to SRIPTION SOUTH UTMNT (MULRRY ST.) MRR SHT TOTL SHTS US ROUT OVR MULRRY ST. NJOT and shall submit calculation and details of fabrication and installation for ngineer s approval. 2. Rapid Set Latex Modified oncrete (RSLM) shall be used for Pedestals, Header and oncrete Fill. These items to be included in Pay Item oncrete in Substructures, butment Walls (RSLM). 3. levations shown to be verified by the ontractor before shop fabrication of Prefabricated Superstructure Unit. ssumed Pedestals levations were based on 9 deck thickness and beam depth. ny changes noted in the field shall be brought to the attention of ngineer and Fabricator. 4. ll Rebars should be poxy oated. 5. If the proposed rebars encounters existing rebars, the contractor may vary the spacing of proposed rebars SUMMRY OF QUNTITIS Reinforcement Steel in Structure, poxy oated poxy Waterproofing Seal oat LL IMNSONS SHOWN R IN US S RIG SHT 8 OF 27 L ONTRT QUNTITY 83 N504 oncrete in Substructures, butment Walls RSLM Y 3 STION 2275 SY 33 65

18 T3\0 S. STION IN HRG SUMITT. Patel U. Wallace Seth hiekpor HK. JO Project ngineer Structural Transportation Manager Structural ngineering NOT : = xisting rainage Limits of Surfaces of oncrete to be covered with poxy Waterproofing as per Specifications Level rg. Seat Face of butment Face of Pedestal 6 Min. 53 R. Villagracia 5% 2 0 and Seat on butment 20G to be filled with (min. 2) 9G oncrete and with 5% slope. { rg. l TILPOXY WTRPROOFING SL OT 8G G 40 0 Face of Pylon to ridge 6G G PLN Scale: = l l ackwall 6 Min. 4G Open Joint 80^ G 2G G 0G G Scale: = 0 { of ridge { Rte. US xtension 8G G 40 0 Face of Pylon to ridge P2 P P P P P2 P2 P P P P P2 6G l l l l Per Set2 8 O.. Roughen xisting oncrete Surface 20 Vertical ars Rear Face of Header Offset 2 ov. (Typ.) l l l \ South ound { US Rte. \ North ound LVTION (LOOKING NORTH) STION Front face of butment { rgs. 5G l G oncrete to G l l be placed fter the Prefabricated eck is in place. eck 53 Grillage ars 5% Slope etween Level earing Seat 32 Per set 8 o.c. Scale: = 0 { rgs. 0 2 Offset 0 6 Var. 2G oncrete to be placed and cured efore the installation of Prefabricated eck. P TILS 0 4 G l xisting eck rill & Grout STION rill & Grout Roughen xisting oncrete Surface Vertical ars 25 ontinuous ar 6 ars@2 o.c. (lternate to existing) 6 Vertical ars 24 Grillage 6 o.c. 20 Vertical ars Roadway { of earings XISTING UTMNT HWLL N.T.S. NOTS : Portion of Headwall to be Removed. Pedestals shall be astinplace, however the ontractor 3 6 PY ITM STNR ITM 53 53G 5 0 = = RVISION Y K T 6 SRIPTION NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRUTUR has the option to prefabricate them but without extra cost to FRL PROJT STRUTUR NM NJOT and shall submit calculation and details of fabrication and installation for ngineer s approval. 2. Rapid Set Latex Modified oncrete (RSLM) shall be used for Pedestals, Header and oncrete Fill. These items to be included in Pay Item oncrete in Substructures, butment Walls (RSLM). 3. levations shown to be verified by the ontractor before shop fabrication of Prefabricated Superstructure Unit. ssumed Pedestals levations were based on 9 deck thickness and beam depth. ny changes noted in the field shall be brought to the attention of ngineer and Fabricator. 4. ll Rebars should be poxy oated. 5. If the proposed rebars encounters existing rebars, the contractor may vary the spacing of proposed rebars MRK RINFORMNT STL SIZ LNGTH SUMMRY OF QUNTITIS Reinforcement Steel in Structure, poxy oated poxy Waterproofing Seal oat 4 8 RMRKS 0 ITY OF TRNTON 6 NORTH UTMNT (MULRRY ST.) MRR SHT TOTL SHTS US ROUT OVR MULRRY ST. STRIGHT TIL TIL TIL STRIGHT TIL LL IMNSONS SHOWN R IN US S 7 L ONTRT QUNTITY 83 N504 oncrete in Substructures, butment Walls RSLM Y 2 STION 2275 SY 32 RIG SHT 9 OF 27 66

19 T3\0 T3\0 S. STION IN HRG SUMITT. Patel U. Wallace Seth hiekpor { rgs. { rgs % PLN Scale: = 0 SOUTH OUN NORTH OUN SOUTH OUN.20 %.20 % HK. JO Project ngineer Structural Transportation Manager Structural ngineering 53 R. Villagracia K SL NOTS : STION Scale : = { US RT. 4 (\ & ) (\ & ) The ontractor shall submit the alculations and Working rawings to the ngineer per NJOT Standard Specifications. Verify in field the correctness of imensions and levations before shop fabrication of the Superstructure Unit. 3. For details of the four (4) corners of the deck, see rchitectural Sheets. 4. For reas to be iamond Grinded, Refer to NJOT 5, Sawcut Grooving for ridge ecks. W30 x 99 Girder (Typ.) * Provide inserts in Facia units for form work to be used in constructing cast in place deck parapets, See details on Sheet 2.. The eck shall be Prefabricated oncrete/steel omposite Superstructure Unit l Sta l Sta l Sta l Sta l Sta l Sta l Sta l NORTH OUN % 9 THIK.20 %.50 % SL 5. leaning and painting of Structural Steel shall be in accordance with NJOT Specifications. oating System: IU Finish oat olor: Foliage Green { rgs. { Mulberry St. { rgs. I J Sta W30 x 99 Girder (Typ.) K l l l. 3. l. 3.7 l L M N O P Gutter Line Gutter Line Gutter Line Gutter Line GR PLN LVTION Scale: = 0 l l l l l l l l Sta l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l. 3.3 l. 3.9 l PY ITM STNR ITM N502 N = RVISION Y K T F G l Sta l Sta H l Sta { Rte. US l SRIPTION Sta l Sta l ROUT US Sta l Sta NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING MUNIIPLITY STT STRUTUR FRL PROJT STRUTUR NM SUMMRY OF QUNTITIS iamond Grinding of oncrete eck Surface Prefabricated Superstructure Unit ITY OF TRNTON 6 MRR SHT TOTL SHTS US ROUT OVR MULRRY ST. PROPOS K PLN N STION SF SF (MULRRY ST.) ONTRT QUNTITY LL IMNSIONS SHOWN R IN US S STION RIG SHT 20 OF 27 67

20 T3\0 STION S. 3 6 Pylon Guide Rail ttachment Type, see 624 for details. This portion of the Median arrier eck Joint Parapet shall not be tied into the header. Use parafin material Header between bottom of barrier and top of header. pproach Roadway Median Slab arrier urb Guide Rail ttachment Type, see 624 for details. HK. Seth hiekpor JO IN HRG Project ngineer Structural Transportation SUMITT Manager Structural ngineering Open Jt Pylon Open Jt. 9 Rad. (Typ.) ov. (Typ.) 2 0 R. 23~ R.M Seth hiekpor 4 rip Threaded Insert (Typ.) (oordinate with eck Fabricator) 65 2 { Light Standard oss 23~ Rigid 9 arrie Metallic onduits Parapet { earing Gutter Line nd of Face of butment Face of ackwall Junction ox (Typ.) PLN ORNR TILS Scale: = 0 Open Jt. dge of oping { Fascia eam Face of ackwall 4 Precast Split Median arrier Parapet Face of butment { Fascia eam Gutter Line oping dge of 9 arrier Parapet R.M.. xpansion Sleeve (Typ. at all deck joints) Thk. Light weight concrete slab Precast Median arrier Parapets Units 3 STION: Scale: = Pylon 2 3 nd of { earing 23~ Rigid Metallic onduits 5 { Light Standard oss Open Jt. 9 Rad. (Typ.) 7 0 R Fill pockets with approved mortar. olor to match precast units. (Typ.) Guide Rail ttachment Type, see 624 for details. pproach Slab Header 3 6 Pylon eck Joint 0 R. 23~ R.M.. This portion of the Median arrier Parapet shall not be tied into the header. Use parafin material between bottom of barrier and top of header. Roadway Median arrier urb Guide Rail ttachment Type, see 624 for details. 7 2 ov. (Typ.) rip PY ITM STNR 4 ITM N onduits to run 2 beyond end of paraper/wingwall. urve behind and terminate parallel to guide rail. (Min. 2 depth) Thread and cap all ends. (Typical all four corners) Rad. (Typ.) 2 Threaded Insert (Typ.) (oordinate with eck Fabricator) RVISION Y K T QUNTITIS SRIPTION NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US MUNIIPLITY STT STRUTUR FRL PROJT STRUTUR NM ONRT IN SUPRSTRUTUR, PRPTS (HP) RINFORMNT STL IN STRUTURS, POXY OT 3 RIGI MTLLI ONUIT, TYP UG = = 0 ITY OF TRNTON (MULRRY ST.) MRR SHT RIG SHT 2 OF 27 LS RHITTURL TILS TOTL SHTS ONTRT QUNTITY 727J 0 x 36 JUNTION OXS 4 N502 PRST MIN PRPT Note: ost of RINFORMNT STL IN STRUTURS, POXY OT shall be paid under item, ONRT IN SUPRSTRUTUR, PRPTS (HP). US RT. OVR MULRRY ST LL IMNSIONS SHOWN R IN US S STION

21 T3\0 3 6 Para. Unit Roadway Median arrier Parapet Parafin material. o not tie this portion of the parapet into the header 3 6 Para. Unit STION JO 53 S. HK. Seth hiekpor IN HRG Seth hiekpor Project ngineer Structural Transportation SUMITT Manager Structural ngineering 0 0 Transition eck W. but. butment eck W. but. butment eck but. butment Open Jt. (Typ.) ontraction Jt. (Typ.) Parapet arrier Parapet Roadway ontraction Jt. (Typ.) INTRIOR LVTION NORTH RRIR PRPT SHOWN INTRIOR LVTION SOUTH RRIR PRPT SIMILLR Scale: = Precast Parapet High Split Median arrier Parapet Roadway ontraction Jt. (Typ.) INTRIOR LVTION SPLIT MIN RRIR PRPT Scale: = Parapet 8 XTRIOR LVTION SOUTH RRIR PRPT SHOWN XTRIOR LVTION NORTH RRIR PRPT SIMILLR Scale: = 0 NOT: For sections, see sheet RHITTURL TILS 3. LL IMNSIONS SHOWN R IN US S 2 4 = 0 eck but. 0 0 Transition { ate Panel 0 butment butment eck W. but. butment RVISION Y K T 2 0 eck W. but. ROUT US 3 6 Para. Unit 3 6 Para. Unit Roadway Median arrier Parapet Parafin material. o not tie this portion of the parapet into the header NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING MUNIIPLITY STT STRUTUR ITY OF TRNTON FRL PROJT STRUTUR NM 6 (MULRRY ST.) MRR SHT RHITTURL TILS 2 RIG SHT 22 OF 27 TOTL SHTS US RT. OVR MULRRY ST. LL IMNSIONS SHOWN R IN US S STION 69

22 TPXVILL 30NOV20 3:2 \\njdotprjws\v8system\njdotws\projects\njot STT FRL PROJT SHT TOTL SHTS STRUTUR 6 STRUTUR NM US RT. OVR MULRRY ST. eck 2 0 arrier Parapet 3 0 eck 2 0 arrier Parapet arrier Parapet eck (Typ.) #6 7 XTRIOR LVTION PRPT PRPT LVTION Scale: = 0 Scale: = 0 4#9 4 0#9 4 4#9 4 0#9 4 9 PRPT LVTION Scale: = 0 PRPT LVTION Scale: = eck 9 #9 4 (djust bars to clear chamfer) # VRIS STION: Scale: = 0 Rad. (Typ.) #6 7 Rad. (Typ.) # : STION S. 6 PR3 ut exist. pylon to the top of the deck level xisting mbedment rill & grout STION: Scale: = 0 JO 53 HK. Seth hiekpor Seth hiekpor IN HRG Project ngineer Structural Transportation SUMITT Manager Structural ngineering 3 #9 4 end rods to clear 4x2 chamfer Roadway PR3 ut exist. pylon to the top of the deck level xisting mbedment rill & grout STION: Scale: = 0 3 #9 2 Roadway Scale: = 0 STION: LL IMNSIONS SHOWN R IN US S 0 Scale: = 0 STION: (T TRNSITION) 2 0 RVISION Y K T = 0 LL IMNSIONS SHOWN R IN US S NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING RHITTURL TILS 3 (MULRRY ST.) ROUT US STION ITY OF TRNTON MRR MUNIIPLITY 70 RIG SHT 23 OF 27

23 TPXVILL 30NOV20 3:22 \\njdotprjws\v8system\njdotws\projects\njot STT FRL PROJT SHT TOTL SHTS STRUTUR 6 Insert hemp or jute in opening between pipes STRUTUR NM Threaded R.M.. reducing coupling R.M.. 5 ut sleeve to fit joints where necessary Rigid Metallic onduit (R.M..) US RT. OVR MULRRY ST. ll pipe ends to be rounded to insure smooth raceway 2 R.M.. sleeve fastened at downgrade end of coupling I. STUS RIUS = 2 0 OL PPLI JOINT SLR PGRY IN OLOR ORK JOINT MTRIL UT FROM M 8 X 42.7 (GLV.) UT FROM M 8 X 42.7 (GLV.) OR US L 8 X 4 X (GLV.) STM 709 STL onduit shall be provided Open for expansion with approved ground strap across expansion sleeve LVTION R. M.. SLV Nominal xt.ia. Int.ia. xt.ia. Int.ia. Reducing Nom.ia. Nom.ia. oupling to to to to 4 learance 8 STION: 8 LVTION NUMRL PNL TIL N. T. S Panel, depressed NOTS: PRFORM LSTOMRI JOINT SLR PLT xpansion sleeves shall be installed at all Fixed and xpansion joints and elsewhere as shown or approved. R.M.. and all fittings shall be hotdip galvanized. TILS OF R.M.. XPNSION SLV ate shall be year of completion of the structure. Numerals proposed for use shall be approved by the ngineer. ost of the panel shall be included in the price bid for concrete containing the panel. STU STOPS WT 9 X 3 0. TO. (MX.) Open Joint onst. Jt. ontr. Jt. In Sdwk. Slab In Parapet I. STUS (TYP.) parapet face (oping similar) M 8 X 42.7 IPHRGM parapet face (oping, similar) OPN JOINT ONTR. OR ONST. JOINT (ontraction joint paraffin coated) LONGITUINL STON THROUGH JOINT T UTMNT SHOWING Face STL RMOR PLT T JOINT FOR RRIR PRPT : STION JO 53 S. HK. Seth hiekpor IN HRG Seth hiekpor Project ngineer Structural Transportation SUMITT Manager Structural ngineering Scale: = 0 R SHUL MRK SIZ LNGTH TYP PR # TIL PR2 PR3 PR4 PR5 #9 # STRIGHT STRIGHT TIL TIL PR PR PR Parapet Face (or where required) 0.5x Parapet height HORIZONTL UMMY JOINT = 0 RVISION Y K T Face (or where required) VRTIL UMMY JOINT TILS OF PRPT SORING LL IMNSIONS SHOWN R IN US S NW JRSY PRTMNT OF TRNSPORTTION URU OF STRUTURL NGINRING ROUT US RHITTURL TILS 4 ITY OF TRNTON (MULRRY ST.) STION MRR MUNIIPLITY RIG SHT 24 OF 27 7