(interchange details still under development) · inpl .e nd s ectio inv .out=2175' in"...

600' TAPER1000' Merge600' 300' 200' 300' 300'

TR

US

LO

W

RD.

RT. 6

52

4220' 4220'

4595

PT4598+2

0.9

6

4600

4605

4610

4615

4620

4625

4630

4635

4640

4645

4650

4655

4660

4665

PC4669+2

4.6

0

4670

4675 4680

4685

5590

5595

PT5597+15.5

2

5600

5605

5610

5615

5620

5625

5630

5635

PC5637+10.6

0

5640

PR

C5641+7

1.03

5645 P

T5646+3

1.37

5650

5655

5660

PO

T5662

+30.9

3

RO

UT

E 17

WA

RR

EN

TO

N

RO

AD

68'

60'

2% 2%

12' 12' 12'12' 12'

(GS-1)

CONSTR. B

I-95 NBL

L

5%GS-11

2'

5% 2%5%

GS-11

5%

4'16'

L(GS-1)

CONSTR. B

FredEx Ramp

9'14'

2.3'

Min.110'-8"

4'ConduitITS

Prop.

17'-5"

POINT OF FINISHED GRADE (EXIST. CROWN)

* Note: Bridge section reproduced from FredEx Conceptual Plans

Typical Section - 95 NB at Rte. 652 (Truslow Rd.)

(Interchange Details Still Under Development)

(Interchange Details Still Under Development)

Conceptual Design - May 11, 2018

Interstate 95 Northboard CD Road

(Roll Plot 3 of 4)

Typical Section - Rte. 17 (Warrenton Rd) under 95 NB & CD Lanes

5%GS-11

2% 2%

GS-115%

12' 12'12'8' 12'12' 12' 12'12' 8'

POINT OF FINISHED GRADE

ST-D BPPS-1

Bridge AbutmentsI-95 Overpass

Bridge AbutmentsI-95 Overpass

L

C

ROUTE 17

L

5%

GS-11

2%2%

GS-11

5%

LCONSTR. B

NORTHBOUND

ROUTE 17

CONSTR. B

SOUTHBOUND

ROUTE 17

12'

Typical Section - 95 NB & CD Lanes over Rte. 17 (Warrenton Rd)

2%2%

12'12'12' 12' 1'-8"6'


L(GS-1)

CONSTR. B

I-95 NBL

1'-8"

2%2%

12'12'12' 12' 1'-8"6'


L

1'-8"

CONSTR. B

CD LANES

I-95 NB

41'

Inv. Out = 228. 16'

In Pl. 30" Conc. Pipe

In Pl. End Section

D

Inv. = 195. 16'


In Pl. End Section

Inv. Out = 196. 72'


In Pl. End Section


Inv. In = 206. 77'

In Pl. End Section

Inv. Out = 218. 44'


Inv. In = 218. 62'

Rim = 233. 74'

In Pl. SDMH

Inv. Out = 219. 80'


Rim = 223. 40'

In Pl. GI

Not Accessible

Rim = 228. 36'

In Pl. GI

Not Accessible

Rim = 228. 54'

In Pl. GI

Inv. Out = 220. 23'


In Pl. End Section


Inv. In = 215. 61'

In Pl. End Section

Inv. Out = 221. 98'


Inv. In = 222. 04'

Rim = 229. 34'

In Pl. GI

Inv. Out = 222. 76'


Rim = 228. 36'

In Pl. GI


Inv. = 183. 03'

In Pl. Endwall

Inv. Out = 229. 70'


Rim = 233. 08'

In Pl. GI

Not Accessible

Rim = 232. 59'

In Pl. GI

Inv. Out = 226. 98'


In Pl. End Section

Inv. Out = 193. 65'In Pl. 24" Conc. PipeIn Pl. End Section

Inv. Out = 211. 75'In Pl. 24" Conc. PipeRim = 216. 05'In Pl. GI

Inv. Out = 205. 93'In Pl. 24" Conc. PipeInv. In = 209. 31'Rim = 225. 69'In Pl. GI

PIL

E

PIL

E

PIL

E

PIL

ES

PIL

E

PIL

E

PIL

E

SNOW

SN

OW PIL

E

PIL

E

Sim

pson R

oad

Warrento

n Road -

Rte 17

Inv.

Out

= 217. 9

7'

In Pl. 2

4"

Conc. Pip

eIn Pl. Ris

er Str

ucture

Inv.

Out

= 216. 6

8'

In Pl. 2

4"

Conc. Pip

eIn

v. In =

216. 7

4'

Rim

= 222. 7

4'

In Pl. Grate Inlet

Inv.

Out

= 216. 0

4''

In Pl. 2

4"

Conc. Pip

eIn Pl. E

nd Section

Inv. Out = 179. 06'In Pl. 24" Conc. PipeIn Pl. End Section

In Pl. 24" Conc. PipeInv. In = 199. 40'In Pl. End Section


Inv. In = 221. 32'

In Pl. End Section

Inv. Out = 203. 41'


In Pl. End SectionIn Pl. 24" Conc. Pipe

Inv. In = 217. 81'

In Pl. End Section

Inv. Out = 209. 75'


In Pl. End Section

Inv. Out = 212. 40'


Rim = 216. 18'

In Pl. Grate Inlet


Inv. In = 214. 28'

In Pl. End Section

Inv. Out = 213. 93'


In Pl. End Section

Inv. Out = 223. 72'


Inv. In = 224. 10'Rim = 230. 74'In Pl. Grate Inle

t

Inv. Out = 219. 01'


In Pl. End Section

Inv. Out = 216. 85'


In Pl. End Section


Inv. In = 221. 51'In Pl. End Sect

ion


Inv. In = 215. 76'In Pl. End Sect

ion

D

D

D

D

D

Inv.

Out

= 210. 5

2'

In Pl. 4

2"

Conc. Pip

eIn

v. In =

210. 7

6'

Rim

= 221. 7

6'

In Pl. S

DM

H

(a)

(b)

D

(a)(b)

(a)

(b)

(c)

Inv.

Out

= 203. 6

9'

In Pl. 18"

Conc. Pip

eIn

v. In =

203. 6

1'Rim

= 213. 6

1'In Pl. C

DI

Inv. Out = 212. 04'


Inv. In = 212. 19'Rim = 216. 34'In Pl. Grate Inle

t

D

D

D

D

D

(b)

(c)

(a)

(a)(b)


Inv. In = 209. 96'

In Pl. Headwall

Inv. Out = 207. 07'


In Pl. Endwall

D

D

D

(a)

(b)

Location

Approximate

Location

Approximate

Location

Approximate

Location

Approximate

Location

Approx

imate

Location

Approx

imate

No field evidence

Based on Plans

Possible Buried Connection

Inv. Out = 163. 75'


Rim = 171. 70'

In Pl. GI

Inv.

Out

= 16

1. 7

9'

In Pl. 2

4"

Conc. Pip

e

In Pl. E

nd

wall

PIL

E

(a) (b) (c)

(a) (b) (c)


Inv. In = 158. 34'

In Pl. End Section

Inv. Out = 141. 61'


In Pl. End Section


Inv. In = 178. 91'

In Pl. End Section

Inv. Out = 165. 77'


In Pl. End Section

In Pl. 8' x 8' Box Culvert

Inv. = 135. 92'

Rim = 153. 12'

In Pl. Grate InletInv. Out = 207. 00'In Pl. 18" Conc. PipeInv. In = 208. 04'In Pl. 18" Conc. Pipe In Pl. 36" Conc. Pipe

Inv. In = 218. 22'

In Pl. End Section


Inv. In = 220. 96'

In Pl. End Section

Inv. Out = 215. 11'


In Pl. End Section

Inv. Out = 219. 23'


In Pl. End Section


Inv. In = 228. 35'

In Pl. Headwall

Inv. Out = 220. 27'


In Pl. Endwall

Inv. Out = 192. 36'


Rim = 196. 31'

In Pl. Grate Inlet

Inv. Out = 190. 60'


Inv. In = 190. 91'

Rim = 195. 63'

In Pl. Grate Inlet

In Pl. Triple 8' x 8'

Box

Culvert

(c) In

v.

Out

= 12

6. 8

2'

(b) In

v.

Out

= 12

6. 9

7

(a) Inv.

Out

= 12

7. 0

8'

In Pl. E

nd

wall

In Pl. Triple 8' x 8'

Box

Culvert

(c) In

v. In =

131. 5

1'

(b) In

v. In =

131. 5

3'

(a) Inv. In =

131. 6

4'

In Pl. H

ead

wall

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Existing VDOT Limited Access R/W per Plans 0095-089-101

Existing

VDOT Li

mited A

ccess

R/

W per

Plans 0

095-089-101

Existing

VD

OT

R/

W per Pla

ns 0095-0

89-101

End Limited

Access

R/

W per Pla

ns 0095-0

89-101

Existing

VD

OT

Limited

Access

per Pla

ns 0095-0

89-101

Existing

VD

OT

R/

W

End Li

mited Access


Existing V

DOT Limited

Access R

/W per Pla

ns 0095-08

9-106Existing VDOT Limited Access R/W per Plans 0095-089-106


Existing VDOT Lim

ited Access R

/W per Plans

0095-089-106

Existin

g VDOT

Limite

d Access R/W

per

Plans

0095-089-10

6

Existing V

DOT Limited Access R

/W per P

lans 0095-089-10

1



Existing

VDOT Limite

d Access

R/W per Pla

ns 0095-

089-101

Existing VDOT R/W per Plans 0095-089-101


Existing VD

OT Limited A

ccess R/

W per P

lans 0095-089-10

1

Existing VDOT Lim

ited Access R/W per P

lans 0095-089-106

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Mon.

(S 49°44'10" W 293.20')

(N 25°12'4

9"

W 18

8.0

8')

(N 53°0

3'5

8"

W 16

0.9

0')

(S 49°43'34" W 137.49')

(S 15°2

0'17" E 274.80')

(S 41°40'11" W 1763.83')

(S 44°42'41" W 700.21')(S 35°2

2'29" W 332.07

')

(S 41°37'25" W 703.77')(S 41°41'33" W 146.54') (S 41°53'17" W 113.16')

(N 57°03'16" E 143.05')

(N 07°54'59"

W 40.48')

(S 41°43'06" W 406.05')

(S 50°09'16" W 134.81')

(S 88°45'16" W 45.00')

(S 88°35'35" W 55.00')

(R = 103

2.74')

(A = 292.26')

(N 56°56'43" E 268.84')

(R = 1032.74')

(A = 214.63')

(S 60°31'15" W 99.91')

(R = 502.61')

(A = 138.94')

(N 41°34'4

4"

W 98.4

6')

(N 56°56'43" E 462.09')

(S 26°30'15" W

102.25')

(R = 1090.93')

(A = 160.42')

(S 00°21'5

6" E 47.08')(S 07°31'5

1" E 52.88')

(R = 8

18.93')

(A = 12

2.55')

(A = 2

8.6

8')

(R

= 250.0

0')

(A = 2

50.00')

(R = 10

90.93')

(A = 2

76.31')

(R = 2

50.00')

(R

= 415.0

0')

(A = 2

92.2

1')

(N 59°5

9'4

9" W 18

4.4

1')

(N 59°5

9'4

9" W 80.2

1')

(R = 81

8.93')(A

= 406.68')

(R = 8854.93')

(A = 190.42')

(R

= 395.0

0')

(A = 4

20.9

9')

(S 59°5

9'4

8" E 246.3

0')

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Existing VDOT Limited Access R/W per Plans 0095-089-101 Existing VDOT Limited Access R/W per Plans 0095-089-101

(S 57°04'29" W 189.14')

(N 32°5

4'10"

W 3.4

0')

(R = 19

9.37')

(A = 2

65.32')

Existing R/W per P

lans 0095-089-10

1

Existing R/W

per Plan

s 00

95-08

9-101

Existing Limite

d Access Line per Plan

s 00

95-089-10

1

End Limited

Access

End Limited Access

(interchange details still under development) · inpl .e nd s ectio inv .out=2175' in"...

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