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<br />+0.40% 55+00 Ex. 8" Storm Ex. 8" Storm +85.1, 20.7' Inlet +85.9, 9.5' MH +88.4, 11.4' Wat Valve +89.7, 25.1' Sign (No Trucks) +92.3, 25.4' Tel Ped +94.1, 25.7' Pwp (No ID) +97.5, 27.1' Hyd 57+00 15.3' +55.1, 25.4' Pwp (J281-325) +70.1, 25.3' Guy Anc +75.2, 25.6' Guy Anc 1
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<br />NELSON FUEL, INC.
<br />1511 S OLIVE ST.
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<br />+35 Str. No. 88
<br />KAK, LLC
<br />1507 S OLIVE ST.
<br />
<br /> +20 Str. No. 90
<br />CL of Track
<br />Norfolk Southern Railway Company
<br />50.27'
<br />NORFOLK SOUTHERN
<br />RAILWAY COMPANY
<br />(formerly NORFOLK AND
<br />WESTERN RAILWAY CO.)
<br />
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<br />
<br />119.72'
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<br />
<br />RAITT CORPORATION
<br />1415 S OLIVE ST.
<br />LEGEND:
<br />A PCCP, 10" on
<br />6" Compacted Aggregate, No. 53
<br /> +48.7 Inlet Type C-15 and 36 lft of 12" Water Main Grade Mod. Inlet Type B-15 and 36 lft of 12" Water Main Grade
<br />POWER LINE ESMT. IN FAVOR OF
<br />INDIANA & MICHIGAN ELECTRIC CO. P.O.T. Sta. 59+58.00 "PR-A" = O.P.O.T. Sta. 59+58.04 "A" C2 PCCP for Approaches, 9" on
<br />Dense Graded Subbase on
<br /> NORFOLK SOUTHERN Commercial Sign Pipe Req'd. Pipe Req'd. +71.1 Cl. III Dr.
<br />+85, 16.2' Lt. Str. No. 141
<br />Remove Ex. Inlet and Pipe Ex. Crossing
<br />Gate +87 Str. No. 92 Mod. Inlet Type B-15 and Geogrid Type 1B on
<br />Subgrade Treatment, Type II
<br />RAILWAY COMPANY +72.7 Cl. III Dr. W=23' Pave to Headers 15.5' New R.R. Crossing Gate 42 lft of 12" Water Main Grade F Concrete Sidewalk, 4"
<br />(formerly NORFOLK AND Const. Limits W=30.0' +99.0 + (+71.64) (Typ.) (By Others) + (+71.64) Pipe Req'd. 60'
<br />WESTERN RAILWAY CO.)
<br />Ex. R/W (30')
<br />
<br />+ (+12.37)
<br />(30') 26
<br />Asph. 13 26
<br />(30')
<br />11 Ex. R/W (30') 62 26 15'
<br />(30') 99
<br />Ex. R/W (30') 26 CP 107 + (+41.64)
<br />(30')
<br />Const.
<br />Limits Incidental Construction
<br />Ex. R/W (30')
<br />K HMA for Patching Type C
<br />165 #/sys HMA Surface on 275 #/sys HMA Intermediate on
<br />+21.7, 15.5' Lt. Str. No. 138
<br />Remove Ex. Inlet and Pipe Asph. C2
<br />Ex. 42" San.
<br />Asph.
<br />14
<br /> 99
<br /> C2
<br />
<br />
<br />30
<br />Conc.
<br />Conc. C2 Asph.
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<br />99
<br />6" W
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<br />17 A
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<br />Conc. 14
<br />95 17
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<br />Conc.
<br />11 A
<br />880 #/sys HMA Base on
<br />6" Compacted Aggregate, No. 53
<br />P1 6" HMA Sidewalk on
<br />6" Bed Course Material
<br />Line "PR-A" A Asph. 30 W Variable Depth HMA Surface Type C
<br />Conc.
<br />14 30 99
<br />N00°15'34"W App. 1 4 Sec. Line
<br />95
<br />Line "A"
<br />Olive St. N00°15'34"W
<br />14
<br />New R.R. K
<br />Crossing Gate K
<br /> Ex. 42" San.
<br />+ (+46.84) A P.O.T. = 59+00.00 "A" W Asph.
<br />(165 #/sys Min.) on Transition Milling
<br />11 Saw Cut
<br />13 Concrete Curb (Vertical)
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<br />+35 Str. No. 89 Inlet Type C-15 and
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<br />26
<br />F Grass 30 C2
<br />+ (+12.34) (30')
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<br />26
<br /> F Grav.
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<br />
<br />Conc.
<br />(By Others)
<br />(Typ.) 99
<br />F A
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<br />F
<br />14.8'
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<br />P1 P1 F
<br />(30') 14
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<br />A
<br />+ (+46.85)
<br />(35')
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<br />
<br />C2 F
<br />11 K
<br />11
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<br />14
<br />17
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<br /> 26
<br />
<br />Integral Concrete Curb
<br />Concrete Center Curb, Type D
<br />Nursery Sodding
<br />35 lft of 12" Pipe Req'd.
<br />Ex. R/W (30')
<br />+45
<br />30'
<br />+45
<br />45'
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<br /> Grav.
<br />+05
<br />30'
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<br />+73.8 Cl. III Dr.
<br />W=29.0'
<br />+05
<br />35'
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<br />+05
<br />45' Temp. R/W for
<br />+71.84 26
<br />(30')
<br />Const. Limits
<br />Temp. R/W for
<br />Lawn Grading
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<br /> Grass
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<br />+14
<br />35' +29 R/W(30')
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<br />+29
<br />40'
<br />Ex. R/W (35')
<br />+ (+46.85) F
<br />(35')
<br />P.O.T. Sta. 57+21.74 "PR-A" = PY-0.99 NS DOT (AAR 522741 D)
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<br />+ (+46.87)
<br />40'
<br />Temp. R/W for Lawn Grading
<br />Conc.
<br />26
<br />+60.4 Cl. III Dr.
<br />W=20.0'
<br />End Project 1902178
<br />Const. Sta. 58+92.65 "A" = Limits Project 1298579
<br />Sta. 31+50.00 "B" Ex. R/W (50')
<br />+87 Str. No. 93
<br />30 Adjust Casting to Grade
<br />62 Relocate Sheet Sign
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<br />95 Pavement Removal
<br />+41.5, 25.3' Rt. Str. No. 139 Remove Ex. Inlet and Pipe Drive Construction +20 Str. No. 91 Ex. Crossing Gate +14 R/W(30') Grav. + (+46.90) (50') Mod. Inlet Type C-15 and
<br />14 lft of 12"
<br />99 Remove
<br />Inlet Type C-15 and 85 lft of 12" Pipe Req'd. +77.4, 25' Rt. Str. No. 140 Remove Ex. Inlet and Pipe Power Line Easement in favor of INDIANA & MICHIGAN Pipe and Connect to Existing A Concrete Curb Ramp, Perpendicular
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<br />XPO LOGISTICS, INC.
<br />(formerly CON-WAY CENTRAL EXPRESS, INC.)
<br />1530 S OLIVE ST.
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<br />PVI Sta. 55+25.00
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<br />NORFOLK SOUTHERN
<br />RAILWAY COMPANY
<br />(formerly NORFOLK AND
<br />WESTERN RAILWAY COMPANY)
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<br />62.77'
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<br />PVI Sta. 57+21.74
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<br />Indiana & Michigan Electric Co.
<br />125.19'
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<br />ELECTRIC COMPANY
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<br />Structure Req'd.
<br />ARC LPSBDIN001, LLC
<br />LOT 1
<br />PROJECT "X" MINOR
<br />SUBDIVISION
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<br />TBM #4
<br />NOTES:
<br />1. This project will not change the quantity and/or character
<br />of flow in the railway's ditches and/or drainage structures.
<br />2. Temporary R/W shown was acquired under Des. No.
<br />1400637 for purpose shown.
<br />3. Refer to sheet 8 for railroad crossing detail.
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<br />All R/W described from Line "A".
<br />All topography described from Line "A".
<br />Line "PR-A" to be constructed.
<br />
<br />725
<br />El.=718.58'
<br />VC=150.00'
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<br />
<br />80 lft of 12" Pipe
<br />@ +0.38%
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<br />+05 Str. No. 90
<br />Inv.=715.26
<br />(Plotted 10' Above Datum)
<br />
<br />+35 Str. No. 88
<br />Inv.=714.94
<br />
<br />Railroad Crossing Crown Out
<br />El.=719.36
<br />No VC
<br />HMA Railroad
<br />Crossing
<br />
<br />Railroad Crossing Crown In
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<br />+87 Str. No. 92
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<br />End Project 1902178 Sta. 58+92.65 "PR-A"
<br />Cut "X" Found on S.E. Bonnet Bolt of Hydrant
<br />N.W. Quadrant Olive St. and Indiana Ct.
<br />Sta. 54+42.28, 25.9' Lt. Line "A"
<br />El. 720.91
<br />
<br />725
<br />720 Existing Ground (Plotted 10' Above Datum)
<br />at Line "A" Sta. 57+06.74 "PR-A" El.=719.30 Sta. 57+36.74 "PR-A" El.=719.25
<br />Inv.=714.16
<br />(Plotted 10' Above Datum)
<br />El.=708.13 (Match Existing) 720
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<br />
<br />715
<br />
<br />Profile Grade Line
<br />Top of Rail - 719.35
<br />715
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<br />Ex. 42" Comb.
<br />Sec. 15, T-37N, R-2E
<br />Portage Twp.
<br />St. Joseph County
<br />Grav. on 6.3' 4.25' 14' 4.25' 8' Match Line Sta. 55+00 Line "A" +05.3, 27.1' Gas Vnt +21.8, 20.0' Inlet +22.1, 0.2' San MH +37.5, 24.3' Lt P +41.5, 20.8' Inlet +44.0, 27.2' Gas Vnt +45.0, 30.3' FO MH 19' 19' +42.1, 23.4' Curb Stop +49.1, 24.6' Pwp (No ID) +50.1, 39.9' 3" Conc Post +50.8, 43.4' Fire Dept Connection 8" W +56.2, 9.2' Water MH App. 6" W +82.8, 17.9' Water MH 56+00 +22 +56.3, 27.6' MB +70.8 San MH +77.5, 20.5' Inlet Ex. Norfolk Southern Railway Company R/W 10' +92.3, 63.8' Guy Anc +92.3, 69.7' Guy Anc +93.2, 47.7' Pwp (J281-2029) +97 +06.74 +06.74 +07.0, 29.8' RR Sig P (X Id. 522 741 D) Asph. Asph. 20' 20' +40 +36.74 +36.74 +37.2, 29.8' RR Sig P (X Id. 522 741 D) +38.0, 30.6' Tel Ped 14' 10' +55 +61.5, 30.5' 5" Mtl Post 58+00 +01.2, 26.8' 5" Mtl Post +07.0, 26.6' 5" Mtl Post +09.6, 25.3' 5" Mtl Post +06.6, 24.5' Guy Anc +18.3, 24.1' Pwp (No ID) +20 +21 +38.7, 49.4' Pwp +37.9, 64.4' Pwp +38, 28.1' Sign (30 MPH) 19' +40.9 +32.4, 28.0' FO HH +40.0, 24.3' Pwp (J281-32) +45 1.83' Ex. Norfolk Southern Railway Company R/W 3.2' Ex. Railroad R/W +40, 24.3' Pwp 26' 17.5' +90, 26.9' Sign (Two-Way Left Turn Lane End) +87.7, 34' Stm MH +92.8, 68.2' Guy Anc +94, 25' Sign (Two-Way Left Turn Lane Begin) +94.9, 83.5' Guy Anc +00.6, 67.5' Guy Anc +08.3, 67.1' Guy Anc 59+00 4' App. +17.7 +29.6, 29.4' Tel Ped +48.2, 68.1' Pwp +56.7, 25.9' Dual Sign (Terminal Exit) +57, 25.1' Sign (No Parking Anytime) Conc. +76.3, 11.6' Curb Stop +92.7, 20.5' Inlet +92.7, 34' Stm MH +92.7, 21.4' Inlet 60+00 2
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<br />EXHIBIT B
<br />LOT 2
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