Morris Park Diesel Locomotive Shop and Employee Facility - Design/Build

MORRIS PARK DIESEL LOCOMOTIVE SHOP AND EMPLOYEE FACILITY - DESIGN/BUILD

LIRR CONTRACT #6241

LIST OF DRAWINGS DWG SHT. SHEET TITLE - TRACK 100% SUBMISSION . NO. NO.

COVER

TRACK DRAWINGS T-001 1 TRACK SYMBOLS AND NOTES (FEBRUARY 21, 2018) T-002 2 TRACK ALIGNMENT CONVENTION T-010 3 TRACK STAGING SCHEMATIC

T-101 4 KEY PLAN THE BRONX PROJECT T-111 5 EXISTING TRACK PLAN - 1 SITE T-112 6 EXISTING TRACK PLAN - 2 T-131 7 STAGE 3 - TRACK ALIGNMENT PLAN - 1

T-132 8 STAGE 3 - TRACK ALIGNMENT PLAN - 2

T-133 9 STAGE 3 - TRACK ALIGNMENT PLAN - 3

T-134 10 STAGE 3 - TRACK ALIGNMENT PLAN - 4

QUEENS T-141 11 CURVE AND TURNOUT DATA TABLES T-151 12 ALIGNMENT DATA TABLES - 1

T-152 13 ALIGNMENT DATA TABLES - 2

MANHATTAN T-161 14 PROFILES - RICHMOND HILL LEAD

T-162 15 PROFILES - MOTOR LEAD

T-163 16 PROFILES - SHOP TRACKS 25 & 27

T-164 17 PROFILES - SHOP TRACKS 28 & 29

T-165 18 PROFILES - SHOP TRACKS 30 & 31

BROOKLYN T-166 19 PROFILES - SHOP TRACKS 32, 33 & 34

SITE T-167 20 PROFILES - RICHMOND HILL TRACKS 1 & 2

T-168 21 PROFILES - KEY FOOD TRACKS 1 & 2 STATEN T-301 22 TRACKWORK LAYOUT PLAN - 1 ISLAND T-302 23 TRACKWORK LAYOUT PLAN - 2

T-303 24 TRACKWORK LAYOUT PLAN - 3 TRUE NORTH T-304 25 TRACKWORK LAYOUT PLAN - 4 T-401 26 NO. 8 PANELED WELDED TURNOUT CONCRETE TIE AND RAIL LAYOUT

NOT TO SCALE BUILDING T-410 27 TURNOUT T4 - GEOMETRY PLAN NORTH T-411 28 TURNOUTS T5 AND T13 - GEOMETRY PLAN T-412 29 TURNOUTS T11, T12 AND T15 - GEOMETRY PLAN ABBREVIATIONS GENERAL NOTES: LEGEND BP - BEGINNING POINT 1. TOPOGRAPHICAL DATA OF THE EXISTING RAILS ARE BASED ON FIELD EP - END POINT SURVEY PERFORMED THE WEEK OF JANUARY 29, 2018. HORIZONAL ALIGNMENT CL ℄ - CENTERLINE CPI - POINT OF INTERSECTION OF CURVE TRACK CENTERLINE 2. OTHER TOPOGRAPHICAL DATA ARE BASED ON AERIAL SURVEY CS - CURVE TO SPIRAL POINT Dc - DEGREE OF CURVE PERFORMED IN 2016. POINT OF SWITCH EL - ELEVATION EOT - END OF TRACK 3. NEW TRACKS ARE TO BE CONSTRUCTED USING NEW 136 RE POINT OF INTERSECTION OF TURNOUT EXIST. - EXISTING RAIL.CONCRETE TIES SHALL BE USED ON NEW SHOP TRACKS OUTSIDE EG - EXISTING GROUND THE SHOP. WOOD TIES SHALL BE USED ON NEW FREIGHT TRACKS AND POINT OF CURVE OR TANGENT OR SPIRAL EQ - EQUILATERAL THE NEW BONE YARD TRACKS. G - CHANGE IN GRADE FUTURE TRACK g - RATE OF CHANGE IN GRADE PER 100' 4. STATIONING ALONG HORIZONTAL CURVES FOLLOWS THE ARC OF THE HOR. - HORIZONTAL CURVE. THE CURVE'S CHORD LENGTH IS ALSO GIVEN IN THE DATA EXISTING TRACK TO REMAIN (SHOWN FOR TIE-IN) HST - HOLLOW SWITCH TIE TABLES. IJ - INSULATED JOINT KF1 - KEY FOOD TRACK 1 5. DIRECTION OF THE DERAIL INSTALLATION AND OPERATION IS KF2 - KEY FOOD TRACK 2 GRAPHICALLY DEPICTED BY THE ORIENTATION OF THE SYMBOL. VERTICAL ALIGNMENT LH - LEFTHAND Ls - LENGTH OF SPIRAL 6. INSTALL SWITCH MACHINE/ HAND THROW DEVICES ON THE SIDE OF PROPOSED TOP OF RAIL LT - LADDER TRACK THE TRACK DEPICTED BY THE SWITCH MACHINE SYMBOL. ML - MOTOR LEAD EXISTING TOP OF RAIL OTM - OTHER TRACK MATERIALS 7. INSTALL INSULATED JOINTS DIRECTLY OPPOSITE EACH OTHER ON LEFT PC - POINT OF CURVE AND RIGHT RUNNING RAIL. EXISTING TOP OF GROUND LINE PITO - POINT OF INTERSECTION OF TURNOUT POC - POINT ON CURVE 8. EXTEND RAILS AND TIES IN A STRAIGHT LINE APPROXIMATELY 8 FT. POINT OF VERTICAL INTERSECTION POT - POINT ON TANGENT BEHIND THE POINT MARKED "FACE OF BUMPING POST" TO ALLOW FOR PROP. - PROPOSED INSTALLATION OF BUMPERS. POINT OF VERTICAL CURVE OR TANGENT PR - PROPOSED TOP OF RAIL PS - POINT OF SWITCH 9. A 19'-0" LONG MINIMUM RE-115 RE COMPROMISE RAIL SHALL BE USED PT - POINT OF TANGENT TO JOIN NEW 136 RE RAIL TO EXISTING 100 PS RAIL. NEW FORGED 136 PVC - POINT OF VERTICAL CURVE RE -115 AND 115 RE-100 PS COMPROMISE JOINT BARS SHALL BE USED. PVI - POINT OF VERTICAL INTERSECTION 115 RE COMPROMISE RAIL MAY BE NEW OR RELAY. PVT - POINT OF VERTICAL TANGENT RH - RIGHTHAND 10. STANDARD NO. 8 PANELED WELDED TURNOUT ON WOOD TIES: REFER TRACKWORK LAYOUT RH1 - RICHMOND HILL TEAM TRACK 1 TO LIRR STANDARD PLANS 73180 AND 73208, LATEST VERSION.

NEW CONCRETE TIES AND 136 RE RAIL RH2 - RICHMOND HILL TEAM TRACK 2 RHL - RICHMOND HILL LEAD 11. NO. 8 PANELED WELDED TURNOUT ON CONCRETE TIES: REFER TO

NEW WOOD TIES AND 136 RE RAIL SC - SPIRAL TO CURVE POINT DRAWING T-401. SPI - POINT OF INTERSECTION OF SPIRAL ST - SPIRAL TANGENT POINT NEW WOOD TIES AND SALVAGED 100 PS RAIL 12. STANDARD NO. 10 EQUILATERAL TURNOUT: REFER TO AMTRAK T/R - TOP OF RAIL STANDARD PLANS 73181 AND 73401. T/O - TURNOUT NEW POSTED OR EMBEDDED TRACK WITH 136 RE RAIL TS - TANGENT SPIRAL POINT TK8 - TRACK 8 EXISTING TRACK - RAISE/SHIFT/LINE-SURFACE TK25 - TRACK 25 TK26 - TRACK 26 136 RE - 115 RE - 100 PS COMPROMISE RAIL TK27 - TRACK 27 TK28 - TRACK 28 EXISTING WOOD TIES AND 100 PS RAIL TK29 - TRACK 29 TK30 - TRACK 30 DERAIL TK31 - TRACK 31 TK32 - TRACK 32 GRADE CROSSING TK33 - TRACK 33 TK34 - TRACK 34 TYP - TYPICAL VC - VERTICAL CURVE VERT. - VERTICAL

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: LVC

-G % 1 PVC STA ELEV

TANGENT ST CENTER PVT STA ELEV +G 2 %

SPIRAL OFFSET s PT

c s SPI

CURVE Rc TRANSITION CS Ea TRANSITION Ea TO 0" SPIRAL PVI STA ELEV 0" TO Ea Ea=ACTUAL Rc SAG VERTICAL CURVE Ea=0" SC PI OFFSET

Ea=ACTUAL PC Ea=0" Ys TS P TANGENT SC CS K SPI PI ST TANGENT TANGENT TS Xs PVI STA ELEV Ts

-G % 2 CIRCULAR CURVE WITH SPIRALS SUPERELEVATION DEVELOPMENT

+G 1 %

CENTER PVC STA ELEV PVT STA ELEV

LVC Rc TANGENT LEGEND CREST VERTICAL CURVE PT c PC - POINT OF CURVE PI - POINT OF INTERSECTION PT - POINT OF TANGENT LEGEND TS - POINT OF TANGENT TO SPIRAL SC - POINT OF SPIRAL TO CURVE E G 1% = GRADE INTO CURVE, PERCENT CS - POINT OF CURVE TO SPIRAL G % = GRADE OUT OF CURVE, PERCENT ST - POINT OF SPIRAL TO TANGENT 2 SPI - SPIRAL POINT OF INTERSECTION LVC = LENGTH OF VERTICAL CURVE, FEET Xs - SPIRAL TANGENT DISTANCE PVC POINT OF VERTICAL CURVE Ys - SPIRAL TANGENT OFFSET PVI POINT OF VERTICAL INTERSECTION c - CENTRAL ANGLE OF CIRCULAR CURVE PVT POINT OF VERTICAL TANGENT s - CENTRAL ANGLE OF SPIRAL PVC STA STATION AT POINT OF VERTICAL CURVE PC POT - POINT OF TANGENT ELEV ELEVATION AT POINT OF VERTICAL CURVE TANGENT PI PS - POINT OF SWITCH PVT STA STATION AT POINT OF VERTICAL TANGENT PITO - TURNOUT POINT OF INTERSECTION ELEV ELEVATION AT POINT OF VERTICAL TANGENT Ls - LENGTH OF SPIRAL, FEET Lc - LENGTH OF CIRCULAR CURVE, FEET SIMPLE CIRCULAR CURVE Rc - RADIUS OF CIRCULAR CURVE, FEET Ea - ACTUAL SUPERELEVATION, INCHES Eu - UNBALANCED SUPERELEVATION, INCHES Et - TOTAL SUPERELEVATION, INCHES HORIZONTAL ALIGNMENT Vd - DESIGN SPEED, MPH VERTICAL ALIGNMENT

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: EXISTING MORRIS PARK TRACK LAYOUT STAGE 2 CONSTRUCTION 1) EXTEND MOTOR LEAD (CONTRACTOR) 2) BUILD NEW LADDERS FOR SHOP & BONE YARD (CONTRACTOR) 3) BUILD BONE YARD TRACKS 33 & 34 (CONTRACTOR) KEY FOODS 2 KEY FOODS 2 KEY FOODS 1 KEY FOODS 1 4) BUILD LOCOMOTIVE SHOP BUILDING (CONTRACTOR)

73 71 73 71 5) TIE IN MOTOR LEAD TO EXISTING TRACKS (LIRR F/A) RICHMOND HILL TEAM 1 RICHMOND HILL TEAM 1 6) REMOVE & STRAIGHT RAIL SWITCH 70 (LIRR F/A) RICHMOND HILL TEAM 2 72 RICHMOND HILL TEAM 2 72

70 70

BONE YARD 1 BONE YARD 2 BONE YARD 3 BONE YARD 4 BONE YARD 5

69 68 67 66 65 63 66 65 63 62 MONTAUK 1 62 MONTAUK 1 TABLE LEAD 61 60 MONTAUK 2 TABLE LEAD 61 60 MONTAUK 2

STUB END TRACK TRACK 34 - MOW TRACK 33 - MOW STUB END TRACK RICHMOND HILL LEAD RICHMOND HILL LEAD MOTOR LEAD MOTOR LEAD

WHEEL TRUER WHEEL TRUER

PROPOSED LOCO SHOP

57 INSPECTION PITS 57 INSPECTION PITS

LADDER TRACK 49 LADDER TRACK 49 TRACK 7 TRACK 7

FUEL DOCK LEAD TRACK 6 56 54 FUEL DOCK LEAD TRACK 6 56 54 NORTH PIT NORTH PIT TRACK 5 53 TRACK 5 53 SOUTH PIT SOUTH PIT TRACK 4 52 TRACK 4 52 TRACK 3X TRACK 3X TRACK 2X 50 46 55 MORRIS PARK LEAD TRACK 2X 50 46 55 MORRIS PARK LEAD TRACK 1 51 48 47 WB FREIGHT TRACK 1 51 48 47 WB FREIGHT ATLANTIC 3 ATLANTIC 3 ATLANTIC 1 ATLANTIC 1 ATLANTIC 2 ATLANTIC 2

STAGE 1 CONSTRUCTION STAGE 3 CONSTRUCTION 1) EXTEND TABLE LEAD (LIRR F/A) 1) DEMOLISH STUB END TRACK & TABLE LEAD (CONTRACTOR) 2) DEMOLISH BONE YARD (NIC - 3RD PARTY) 2) EXTEND TRACKS 27 TO 30 INTO SHOP (CONTRACTOR) 3) EXTEND TRACK 25 (CONTRACTOR) KEY FOODS 2 KEY FOODS 2 KEY FOODS 1 KEY FOODS 1 4) EXTEND TRACKS 31 & 32 IN BONE YARD (CONTRACTOR)

73 71 73 71 5) RECONFIGURE RICHMOND HILL TEAM & KEY FOOD TRACKS (CONTRACTOR) RICHMOND HILL TEAM 1 RICHMOND HILL TEAM 1

RICHMOND HILL TEAM 2 72 RICHMOND HILL TEAM 2 72

BONE YARD 1 BONE YARD 2 BONE YARD 3 BONE YARD 4 BONE YARD 5

69 68 67 66 65 63 66 65 63 62 MONTAUK 1 62 MONTAUK 1 TABLE LEAD 61 60 MONTAUK 2 TABLE LEAD 61 60 MONTAUK 2

STUB END TRACK TRACK 34 - MOW TRACK 33 - MOW TRACK 32 - MOE TRACK 31 - MOE STUB ENDTRACK 30 TRACKTRACK 29 TRACK 28 TRACK 27 TRACK 25 RICHMOND HILL LEAD RICHMOND HILL LEAD MOTOR LEAD MOTOR LEAD

WHEEL TRUER WHEEL TRUER

PROPOSED LOCO SHOP

57 INSPECTION PITS 57

LADDER TRACK 49 49 TRACK 7 TRACK 7 INSPECTION PITS FUEL DOCK LEAD TRACK 6 56 54 FUEL DOCK LEAD TRACK 6 56 54 NORTH PIT NORTH PIT TRACK 5 53 TRACK 5 53 SOUTH PIT SOUTH PIT TRACK 4 52 TRACK 4 52 LADDER TRACK TRACK 3X TRACK 3X TRACK 2X 50 46 55 MORRIS PARK LEAD TRACK 2X 50 46 55 MORRIS PARK LEAD TRACK 1 51 48 47 WB FREIGHT TRACK 1 51 48 47 WB FREIGHT ATLANTIC 3 ATLANTIC 3 ATLANTIC 1 ATLANTIC 1 ATLANTIC 2 ATLANTIC 2

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

1 2 3 4 5 6 7 8 DRAWN SCALE: DATE:

D CHECKED Long Island Rail Road DRAWING NUMBER C

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. B APPROVED SHEET OF REVISIONS DATE: 0 150' 300'

1" = 150'

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: KEY FOOD 2 - 100 PS RAIL KEY FOOD 1 - 100 PS RAIL

RICHMOND HILL LEAD - 100 PS RAIL, 1926

RICHMOND HILL TEAM 2 - 100 PS RAIL

MONTAUK 1 RICHMOND HILL TEAM 1 - 100 PS RAIL MONTAUK 2

MONTAUK BRANCH

#8 T/O SW 73

0 30 60

SCALE IN FEET: 1" = 30'-0"

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: #8 T/O RICHMOND SW 72 HILL TEAM YARD

#8 T/O SW 71

RICHMOND HILL LEAD - 100 PS RAIL, 1926 FREIGHT YARD LEAD - 100 PS RAIL, 1924

MONTAUK BRANCH MILEPOST 8

#8 T/O BONEYARD TRACK 1 - 100 PSSW RAIL 70

BONEYARD TRACK 2 - 100 PS RAIL, 1966

BONEYARD TRACK 3 - 112 RE RAIL, 1941

BONEYARD TRACK 4 - 115 RE RAIL, 1997

BONEYARD TRACK 5 - 115 RE RAIL, 2002, 1997

MONTAUK 1 WESTBOUND MONTAUK

MONTAUK 2

RICHMOND HILL LEAD - 100 PS RAIL, 1926

MONTAUK BRANCH

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: MEET EXISTING 411+53 (HOR. AND VERT.) BP RHL:411+53.04

0 30 60

SCALE IN FEET: 1" = 30'-0"

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: 412+00

MEET EXISTING (VERT.)

EP KF2 4+83.50

6+09

413+00 4+84 6+00

EP KF1: 6+09.38 MEET EXISTING (VERT.)

4+00

414+00 5+00

EQ #10 TURNOUT T1 PS RHL: 414+75.54 PS ML: 414+75.54 3+00 414+76

4+00 415+00

MEET EXISTING (HOR.)

2+00 PT KF2 1+62.22 5+37 CURVE C17 MEET EXISTING (HOR.) MEET EXISTING (VERT.) 3+00 416+00 PT KF1 2+77.05 5+00 5+00 416+00 EP RH1 5+00.00 PC ML 416+03.90

EP RH2: 5+37.08 CURVE C15 CURVE C19 MEET EXISTING (HOR.) PT ML CURVE C18 CURVE C1 416+67.58 MEET EXISTING (HOR.) 13.00' 4+00 PC RH1 4+11.14 1+00

PC RH2 4+72.08 4+00

RH2: 4+14.23 2+00 13.50' 417+00 RH #8 TURNOUT T8 PC KF1 2+01.52 PC KF2 417+00 PS KF1: 1+08.42 PS KF2: 0+00.00 MEET EXISTING (VERT.) 0+94.94

3+00 PT RH1 3+01.16

3+00

PC RH1 1+00 1+97.20 2+00 CURVE C14

418+00

418+00 LH #8 TURNOUT T2 PS ML: 418+60.07 PS KF1: 0+00.00

2+00 1+00 18.00'

PT RH2 1+62.60

CURVE C16 0 30 60 419+00 PC RH2 0+93.32 SCALE IN FEET: 1" = 30'-0" 419+00

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: 419+00 PC RH2 0+93.32 419+00

1+00

LH #8 TURNOUT T3 PS ML: 420+04.64 LH #8 TURNOUT T9 PS RH1: 0+00.00 PS RH1: 1+04.37 420+00 PS RH2: 0+00.00 420+00

RICHMOND HILL LEAD

RH #8 TURNOUT T4 PS ML: 421+25.85 421+00 PS TK 31: 0+00.00

421+00

13.00

MONTAUK BRANCH MP 8 PT ML & RHL: 422+40.00

422+00

1+00 PC TK31 0+79.00

PT TK31 1+52.50 CURVE C9

423+00

RH #8 TURNOUT T5 423+00 PS ML: 422+30.10 PS TK 27: 0+00.00 TRACK 31 MOTOR LEAD

1+00 EP RHL: 423+71.94 RH #8 TURNOUT T14 RH #8 TURNOUT T10 2+00 PS TK 27: 1+96.38 PS TK 28: 0+00.00 PS TK 31: 1+62.37 13.00 RH #8 TURNOUT T11 423+72 PS TK 33: 0+00.00 PS TK 31 2+62.99 MEET EXISTING (HOR. AND VERT.) PS TK 32 0+00.00 TANGENT

424+00 RH #8 TURNOUT T6 PS ML: 424+38.94 TRACK 27 PS TK 25: 0+00.00 RH #8 TURNOUT T13 PS TK 27: 0+89.00 1+00 PS TK 29: 0+00.00 0+00 1+00

2+00

RICHMOND HILL LEAD RH #8 TURNOUT T12 3+00 PS TK 33: 1+02.74 PS TK 34: 0+00.00 425+00

WESTBOUND MONTAUK

FUTURE RH #8MONTAUK TURNOUT 1 T16 (NIC) RH #8 TURNOUT T15 PC TK31 3+47.99 PS TK 25: 1+09.79

PS TK 29: 0+99.87 PS TK 26: 0+00.00 PC TK33 1+84.90 TK33 PC MONTAUK 2 PS TK 30: 0+00.00 1+00 1+00 TS TK27 3+00 2+00 1+00 2+93.18 2+00 PC TK29 1+99.16 1+00

1+00 PC TK34 0+94.82 TK34 PC

TS TK28 1+11.30

SC TK27 3+24.18

CURVE C10

CURVE C13

CURVE C11 CURVE C7 PC TK30 0+79.36 TK30 PC CURVE C8 CURVE C12 4+00

426+00 PC TK32 0+96.01 TK32 PC

CURVE C5 CURVE C13 0 30 60

SCALE IN FEET: 1" = 30'-0" PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE:

EP ML: EP 429+17.61

CONTRACT NUMBER DATE: OF MEET EXISTING (HOR. AND VERT.) AND (HOR. EXISTING MEET

PHASE SCALE: DRAWING NUMBER SHEET

PS ML: 429+22.61 ML: PS EXISTING RH #8 TURNOUT #8 RH EXISTING

429+00

PS ML: 428+51.00 ML: PS

STATION HOLD POINT HOLD STATION

PT ML PT 428+28.18

428+00 EP TK25

RICHMOND HILL LEAD 4+95.56 TRACK 25

CURVE C2

4+96 4+00

CURVE C3

PC ML PC 30.00' 427+15.26 TRACK 26

427+00 3+00

44.58' CURVE C3

MOTOR LEAD

6+01.31 CS TK27 CS 6+63.31 TK27 ST TRACK 27 7+00 SC TK25 2+39.06 TS TK25 2+08.06 6+00

18.00' 5+00 30.00' 60

2+00 CURVE C5 3+66.71 CS TK28 CS TRACK 28 426+00 4+00 5+00

3+00 30 SHOP 4+00 42.92' 4+28.71 ST TK28 LOCOMOTIVE SCALE IN FEET: 1" = 30'-0" ST TK29

2+00 4+60.33

3+67.33 CS TK29 CS SC TK28 1+73.30 CURVE C6 TRACK 29 4+00 5+00 6+00 0 CURVE C6

SC TK27 3+24.18CURVE C5 Long Island Rail Road 19.00' 3+00 RELEASE TRACK

TS TK28 1+11.30

19.00' PT TK30 2+36.70 TK30 PT TRACK 30 TRACK 30 CURVE C7 3+00 4+00 5+00 CURVE C8 2+00

PC TK29 1+99.16CURVE C7

19.00' PT TK31 5+46.50 TK31 PT TRACK 31 6+00

CURVE C8 5+00 CURVE C10

PC TK30 0+79.36 TK30 PC PT TK32 2+81.60 TK32 PT TRACK 32 17.00' 3+00 4+00 30.00'

4+00 2+00 C11

CURVE C10 CURVE 22.00' PT TK33 3+26.07 TK33 PT TRACK 33

3+00 4+00 5+00

CURVE C11 PC TK32 0+96.01 TK32 PC TRACK 34 17.00' CURVE C12 2+00 3+00 4+00 END OF TRACK PT TK 27: 7+74.70 PT TK 28: 5+66.87 PT TK 29: 6+60.73 PT TK 30: 5+51.61

CURVE C13 SHOP DOOR PT TK 27: 6+70.20 PT TK 28: 4+62.37 PT TK 29: 5+56.23 PT TK 30: 4+47.11 PT TK34 1+90.04 TK 31: 6+94.71 TK 32: 4+26.53 TK 33: 5+21.31 TK 34: 4+15.91 END OF TRACK CURVE C13 CURVE C12 DESIGNED DRAWN CHECKED APPROVED PROFESSIONAL ENGINEER DATE: APPRVD. CHKD. DRAWN REVISIONS MODIFICATION DATE NO. PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: RICHMOND HILL LEAD

DATUM ELEV 55.000

RICHMOND HILL LEAD

89TH AVE. RAIL BRIDGE

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: MOTOR LEAD

89TH AVE. RAIL BRIDGE

DATUM ELEV 50.000

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: TRACK 25

DATUM ELEV 50.000

TRACK 27

DATUM ELEV 50.000

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: TRACK 28

DATUM ELEV 52.000

TRACK 29

DATUM ELEV 52.000

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: TRACK 30

DATUM ELEV 50.000

TRACK 31

DATUM ELEV 52.000

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: TRACK 32

TRACK 34

DATUM ELEV 52.000

TRACK 33

DATUM ELEV 52.000

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: RICHMOND HILL 1

DATUM ELEV 55.000

RICHMOND HILL 2

DATUM ELEV 55.000

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: KEY FOOD 1

DATUM ELEV 55.000

KEY FOOD 2

EXISTING GROUND

DATUM ELEV 55.000

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: KEY FOODS TRACK 2 RICHMOND HILL LEAD

KEY FOODS TRACK 1

MEET EXISTING 411+53 0 30 60 (HOR. AND VERT.) BP RHL:411+53.04 SCALE IN FEET: 1" = 30'-0"

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: 412+00

MEET EXISTING KF2 STA. 4+83.50

6+09

413+00 4+84 6+00 AT END OF NEW TRACK: INSTALL 19'-0" LONG MINIMUM RICHMOND HILL LEAD MEET EXISTING 115RE RAIL WITH 136RE-115RE AND KF1 STA. 6+09.38 115RE-100PS COMPROMISE JOINTS

4+00

414+00 5+00

EQ #10 TURNOUT T1 PS RHL: 414+75.54 PS ML: 414+75.54 3+00 414+76

KEY FOOD TRACK 2 4+00 415+00

KEY FOOD TRACK 1

RHL STA. RICHMOND HILL TRACK 1 415+85.22

RHL STA. MEET EXISTING 416+04.22

RH2 STA. 5+37.08 2+00 AT END OF NEW TRACK: 5+37 INSTALL 19'-0" LONG MINIMUM MEET EXISTING 115RE RAIL WITH 136RE-115RE AND 3+00 416+00 115RE-100PS COMPROMISE JOINTS RH1 STA. 5+00.00 KF2 STA. 5+00 5+00 416+00 1+12.32 AT END OF NEW TRACK: KF2 STA. 0+93.32 INSTALL 19'-0" LONG MINIMUM 115RE RAIL WITH 136RE-115RE AND 115RE-100PS COMPROMISE JOINTS

4+00 1+00

4+00

2+00 417+00 RH #8 TURNOUT T8 PS KF1: 1+08.42 KF1 STA. 417+00 2+20.25 PS KF2: 0+00.00 AT END OF NEW TRACK: KF1 STA. MOTOR LEAD 3+00 RICHMOND HILL TRACK2+01.25 2 INSTALL 19'-0" LONG MINIMUM 115RE RAIL WITH 136RE-115RE AND 115RE-100PS COMPROMISE JOINTS

3+00 RH1 STA. 2+15.92

2+00 1+00 RH1 STA. 1+96.92 418+00

418+00 LH #8 TURNOUT T2 PS ML: 418+60.07 PS KF1: 0+00.00

2+00 1+00 AT END OF NEW TRACK: INSTALL 19'-0" LONG MINIMUM 115RE RAIL WITH 136RE-115RE AND RH2 STA. 115RE-100PS COMPROMISE JOINTS 1+12.32 0 30 60

RH2 STA. 0+93.32 SCALE IN FEET: 1" = 30'-0" 419+00

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: 419+00

419+00 REMOVE EXISTING TURNOUT 71 STRAIGHT RAIL TRACK WITH SALVAGED 1+00 RHL STA. 100 PS RAIL FROM BONE YARD TRACK 2 419+22.33

LH #8 TURNOUT T3 PS ML: 420+04.64 LH #8 TURNOUT T9 PS RH1: 0+00.00 PS RH1: 1+04.37 420+00 PS RH2: 0+00.00 420+00 RAISE, SURFACING, LINING BY LIRR FORCE ACCOUNT EAST OF RICHMOND HILL LEAD 89TH AVE. BRIDGE

RHL STA. 420+28.41 RH #8 TURNOUT T4 PS ML: 421+25.85 421+00 PS TK 31: 0+00.00

421+00

HAYES DERAIL WITH WHEEL CROWDER PT ML 422+21.18 13.00

RHL STA. 422+28.88 422+00

422+00

LIRR FORCE ACCOUNT TO REMOVE EXISTING TURNOUT 70 1+00 STRAIGHT RAIL TRACK WITH SALVAGED 100 PS RAIL FROM BONE YARD

END WOOD TIES/BEGIN CONCRETE TIES ML STA. 423+22.93

423+00

423+00 RH #8 TURNOUT T5 RHL STA. PS ML: 422+30.10 423+34.96 HAYES DERAIL WITH PS TK 27: 0+00.00 TRACK 31 WHEEL CROWDER MOTOR LEAD PC TRK 31 0+99.19

1+00

RH #8 TURNOUT T14 RH #8 TURNOUT T10 2+00 PS TK 27: 1+96.38 PS TK 28: 0+00.00 PS TK 31: 1+62.37 13.00 MEET EXISTING RH #8 TURNOUT T11 423+72 PS TK 33: 0+00.00 PS TK 31 2+62.99 PS TK 32 0+00.00 TANGENT EP RHL: 423+71.94

424+00 RH #8 TURNOUT T6 PS ML: 424+38.94 TRACK 27 PS TK 25: 0+00.00 RH #8 TURNOUT T13 PS TK 27: 0+89.00 1+00 PS TK 29: 0+00.00 0+00 1+00

2+00

RICHMOND HILL LEAD RH #8 TURNOUT T12 3+00 PS TK 33: 1+02.74 PS TK 34: 0+00.00 425+00 END WOOD TIES/BEGIN CONCRETE TIES TK27 STA. 1+81.83 WESTBOUND MONTAUK TK29 STA. 0+93.32 MONTAUK 1 RH #8 TURNOUT T15 PS TK 29: 0+99.87 MONTAUK 2 PS TK 30: 0+00.00 1+00

1+00 3+00 1+00 2+00 2+00 1+00 1+00

CURVE C10

CURVE C13

CURVE C11 CURVE C7

CURVE C8 CURVE C12 4+00 426+00

CURVE C5 0 30 60

SCALE IN FEET: 1" = 30'-0"

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: 2+00 MOTOR LEAD

4+00

2+00

2+00 3+00

3+00 INSULATED JOINTS

2+00 2+00 427+00 PT ML 427+13.88 LIMIT OF WORK

5+00

RICHMOND HILL LEAD

3+00 NEW 171' CONTACT RAIL SECTION (PROCUREMENT AND INSTALLATION BY LIRR FORCE ACCOUNT) 5+00 428+00

3+00 TRACK 31 3+00 4+00 4+00 3+00 3+00 TRACK 34 TRACK 33 TRACK 32 TRACK 30 6+00 MEET EXISTING ML STA. 429+17.61 ML STA. 428+98.64

429+00 4+00

6+00

4+00 4+00 5+00

FACE OF BUMPER POST 5+00 4+00 4+00

8.5' FOWARD FROM END OF BLUE FLAG DERAIL TRK 30 3+97.11 TRK 29 5+06.23 BLUE FLAG DERAIL TRACK 31, 32, 33 & 34 TRK 28 4+12.37 TRK 27 6+20.20 END OF TRACK TRK 31 6+94.72 TRK 32 4+26.55 FACE OF BUMPER POST TRK 33 5+21.39 8.5' FOWARD FROM END OF TRK 34 4+15.58 TRACK 25 SHOP DOOR PT TK 27: 6+70.20 EP TRK 25: 4+95.56 PT TK 28: 4+62.37 4+96 AT END OF NEW TRACK: PT TK 29: 5+56.23 INSTALL 19'-0" LONG MINIMUM PT TK 30: 4+47.11 115RE RAILS WITH 136RE-115RE AND

7+00 115RE-100PS COMPROMISE JOINTS

5+00 30' GRADE CROSSING IN SHOP APRON 6+00 ON TRACKS T27, T28, T29, AND T30. SEE

5+00 STRUCTURAL PLANS FOR MORE DETAILS TRACK 30 TRACK 29 TRACK 28 TRACK 27 TRACK 26 TRACK 25

END OF TRACK PT TK 27: 7+74.70 PT TK 28: 5+66.87 PT TK 29: 6+60.73 PT TK 30: 5+51.61

LOCOMOTIVE SHOP

0 30 60

SCALE IN FEET: 1" = 30'-0" PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: RH #8 TURNOUT T5 PS ML 422+30.10 PS TK 27 0+00.00 421+00 422+00 RICHMOND HILL LEAD 423+00 PF MONTAUK BRANCH MP 8 ML: 422+98.10 LLT ML & RHL 422+40.00 TRK 27: 0+68.00 ML: 422+18.68 LLT MOTOR LEAD

421+00 422+00 423+00 ML: 423+09.10 HEEL OF FROG ML: 423+22.93 TANGENTTANGENT L33 L48 TANGENTTANGENT L49 L9 TANGENT L32 RH #8 TURNOUT T4 PITO TANGENT L10 PS ML 421+25.85 1+00 HEEL OF FROG PS TK 31 0+00.00 PF TRACK 31 ML: 422+60.10 PITO ML: 421+93.85 HEEL OF FROG TK27: 0+79.30 ML: 421+55.85 TK31: 0+68.00 TK31: 0+79.00 PC TK31 0+79.00 PT TK31 1+52.50 RH #8 TURNOUT T13 PS TK 27 0+89.00 PS TK 29 0+00.00 LLT TK31: 0+93.32 TANGENT L23

TANGENT L22

2+00

0 10 20

SCALE IN FEET: 1" = 10'-0"

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: EP RHL: 423+71.94 MEET EXISTING (HOR.)

RH #8 TURNOUT T5 PS ML 422+30.10 PS TK 27 0+00.00 422+00 RICHMOND HILL LEAD 423+00 PF 423+72 MONTAUK BRANCH MP 8 ML: 422+98.10 LLT ML & RHL 422+40.00 TRK 27: 0+68.00 ML: 422+18.68 LLT MOTOR LEAD

422+00 423+00 ML: 423+09.10 424+00 0+00 HEEL OF FROG ML: 423+22.93 TANGENTTANGENT L49 L9 TANGENT L54 PF TANGENT L32 TK27: 1+57.00 PITO TANGENT L10 PITO TRK 28: 0+68.00 1+00 PF 1+00 TRACK 31 HEEL OF FROG ML: 422+60.10 TANGENT L29 ML: 421+93.85 HEEL OF FROG TK27: 0+79.30 TK27: 1+19.00 TK31: 0+68.00 LLT TK31: 0+79.00 PC TK31 0+79.00 PT TK31 1+52.50 RH #8 TURNOUT T13 PS TK 27 0+89.00 LLT PS TK 29 0+00.00 TK27: 0+93.32 TANGENT L28 TK27: 1+81.83 LLT TANGENT L23 2+00 TK31: 0+93.32 HEEL OF FROG TANGENT L31 TANGENT L22 TK29: 0+79.30 1+00 LLT TK29: 0+93.32 TANGENT L27 2+00 RH #8 TURNOUT T11 RH #8 TURNOUT T15 PS TK 31 2+62.99 PS TK 32 0+00.00 PS TK 29 0+99.87 PS TK 30 0+00.00 TANGENT L21

PITO TANGENT L25 PF 1+00 RH #8 TURNOUT T12 TK31: 2+92.99 TK31: 3+30.99 PS TK 33 1+02.74 3+00 TRK 32: 0+68.00 PS TK 34 0+00.00 TANGENT L20

PITO HEEL OF FROG TK33: 1+32.67 TRK 31: 3+41.99 TK32: 0+79.00 TANGENT L19

PF TRK 33: 1+70.74 0 10 20 TK34: 0+68.34 SCALE IN FEET: 1" = 10'-0"

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: TS TK25 2+08.06

TANGENT L55 2+00

1+00 TANGENT L8 425+00

TANGENT L7 0+00 TANGENT L50

423+72 SC TK27 3+24.18 4+00

CURVE C5 2+93.18 424+00 TK27 TS 3+00 PF TK27: 1+57.00 TS TK28 1+11.30 TRK 28: 0+68.00 1+00 SC TK28 1+73.30 LLT TANGENT L30 PF 2+00 TANGENT L31 LLT

TANGENT L54 1+81.83 TK27: 2+00 TK29: 1+67.87 TK29: 1+93.87

PITO TRK 30: 0+68.00 PITO PC TK29 1+99.16

TK29: 1+29.87 TK27: 1+19.00 TK27: 1+00 2+00 TANGENT L28 LLT TANGENT L27 CURVE C7 TANGENT L29 HEEL OF FROG TK29: 0+93.32 TANGENT L26 TK29: 0+79.30 1+00 PC TK30 0+79.36 HEEL OF FROG 3+00 TK27: 0+93.32 TK30: 0+79.30 RH #8 TURNOUT T15 LLT CURVE C8 PS TK 29 0+99.87 TK30: 0+94.50 PS TK 30 0+00.00 RH #8 TURNOUT T11 PS TK 31 2+62.99 PF PS TK 32 0+00.00 TK31: 3+30.99

PITO TRK 32: 0+68.00

TK31: 2+92.99 3+00 PC TK31 3+47.99 TANGENT L21 TANGENT L25 2+00 4+00 1+00 CURVE C10 HEEL OF TANGENTFROG L24 1+00 TANGENT L20 TRK 31: 3+41.99 RH #8 TURNOUT T12 PC TK32 0+96.01 PS TK 33 1+02.74 TK32: 0+79.00 LLT PS TK 34 0+00.00 PC TK33 1+84.90 TRK 31: 3+55.83 CURVE C11 PT TK30 2+36.70 PITO TK32: 0+93.32 TK33: 1+32.67 TANGENT L19 2+00 PF TRK 33: 1+70.74 PC TK34 0+94.82 CURVE C12 5+00 TK34: 0+68.34 1+00 HEEL OF FROG 2+00 TRK 33: 1+81.74 LLT CURVE C13 TK34: 0+79.34TRK 33: 1+95.57 TK34: 0+93.66

3+00

PT TK32 2+81.60 PT TK33 3+26.07

2+00

PT TK34 1+90.04 0 10 20

SCALE IN FEET: 1" = 10'-0"

PROFESSIONAL ENGINEER DESIGNED PHASE CONTRACT NUMBER

DRAWN SCALE: DATE:

CHECKED Long Island Rail Road DRAWING NUMBER

NO. DATE MODIFICATION DRAWN CHKD. APPRVD. APPROVED SHEET OF REVISIONS DATE: