Interstate 95 Northboard CD Road Conceptual Design - May ... · e r t U nkow nSize & Type D D D D D...

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  • CO

    WA

    N

    BL

    VD.

    PLA

    NK

    RD.

    RO

    UT

    E 3

    1000' Min.300' Taper 1500' 300' Taper 600'

    R = 16,100'R = 16,100'

    R = 16,100' R = 16,100'

    R = 800'

    R = 220'

    300' Taper

    SOUND WA

    LL

    1500'

    PO

    T4375+0

    0.0

    04375

    4380

    4385

    4390

    4395

    4400

    PC4400+6

    9.2

    1

    4405

    PR

    C4406+3

    6.6

    9

    4410

    PT4412

    +04.17

    4415

    4420

    4425

    4430

    4435

    4440

    4445

    4450

    4455

    4460

    PC4460+4

    2.8

    3

    4465

    4470

    4475

    PO

    T5375+0

    0.0

    05375

    5380

    5385

    5390

    5395

    PO

    T5398+6

    8.7

    5

    5400

    PC5403

    +24.9

    3

    5405

    PR

    C5407+6

    4.4

    9

    5410

    PT5412

    +04.0

    5

    5415

    5420

    5425

    5430

    5435

    5440

    5445

    5450

    5455

    5460

    PC5460+8

    0.7

    9

    5465

    5470

    5475

    Conceptual Design - May 11, 2018

    Interstate 95 Northboard CD Road

    (Roll Plot 1 of 4)12' 12'12'12'12'6' 6' 12' 12'2' 2' 12'12'12'6'2' 2'

    2% 2%5%

    ST'D BPPS-1

    ST'D BPPS-1

    5%

    ST'D BPPS-1

    5%5%2%

    ST'D BPPS-1

    LCONSTR. B

    CD LANES

    I-95 NB

    L(GS-1)

    CONSTR. B

    I-95 NBL

    12' 12'12'12'12' 6' 12' 12' 2'

    ST'D BPPS-1

    5%

    ST'D BPPS-1

    LCONSTR. B

    CD LANES

    I-95 NB

    L(GS-1)

    CONSTR. B

    I-95 NBL

    6'2'

    2% 2%5%2%

    Typical Section - 95 NB & CD Lanes under Cowan Blvd.Typical Section - 95 NB & CD Lanes under Rte. 3 (Plank Rd.)

    SN

    OW

    PIL

    ES

    SN

    OW

    SN

    OW

    SN

    OW

    SNOW

    D

    D

    D

    D

    #223

    #222

    #213

    #211

    #210

    #208

    60" R

    CP

    60" R

    CP

    Unknown Size & Type

    #236

    A

    B

    #209

    #216

    #217

    36" R

    CP

    36" R

    CP

    #238

    #235

    30" R

    CP

    54" R

    CP

    54" R

    CP

    48" R

    CP

    42" R

    CP

    42" R

    CP

    12" Iron

    15" RCP

    15" RCP

    36" R

    CP

    42" R

    CP

    36" RCP

    48" R

    CP

    18" R

    CP

    24" R

    CP

    36" R

    CP

    #234

    #225

    #246

    #245

    #243

    18" R

    CP

    #226

    #224

    #257

    #249

    #248

    #247

    #253#254

    #252#250

    #227

    #258

    #233

    #231

    #232

    #259

    24" R

    CP

    #237

    #240

    #239

    #242

    #241

    #256

    #221

    #2609

    6' x 8' Box Culvert

    Unknown Size & Type

    D

    D

    D

    D

    D

    18" RCP

    18" R

    CP

    30" R

    CP

    24" R

    CP

    15" R

    CP

    15" R

    CP

    6' x 8' Box Culvert

    In. Pl. Con

    c. DI

    Rim= 241.53

    In. Pl. 18"

    RCP

    Inv. In= 2

    46.67

    Inv. Out= 2

    40.81

    In. Pl. Con

    c. DI

    Rim= 251.55

    In. Pl. Con

    c. DI

    Rim= 251.60

    In. Pl. 18"

    RCP

    Inv. In= 2

    47.40

    Inv. Out= 2

    46.73

    Inv. In= 2

    39.27

    Inv. Out= 2

    29.28

    In. Pl. 30

    " RCPIn. P

    l. FES

    In. Pl. FE

    S

    Conc. H

    ead

    wall

    Conc. H

    ead

    wall

    Inv. In=

    204.75

    Inv. O

    ut= 2

    01.72

    Conc. H

    ead

    wall

    Conc. H

    ead

    wall

    Inv. In=

    160.3

    0

    Inv. O

    ut= 157.8

    8

    In Pl. 16' x 10'

    Box

    Culvert

    In. Pl. 6' x 8' Box

    Culvert

    16' x 10'

    Box

    Culvert

    Conc. H

    ead

    wall

    Conc. H

    ead

    wall

    Inv. In=

    169.8

    4

    Inv. O

    ut= 161.79

    In Pl. 6' x 6'

    Box

    Culvert

    In Pl. 6' x 6' Box Culvert

    In Pl. 6' x 6' Box Culvert

    In Pl. 6' x 6' Box Culvert

    Inv. In=

    169.9

    2

    Inv. O

    ut= 161.66

    In Pl. 6' x 6'

    Box

    Culvert

    Inv. In=

    170.0

    0

    Inv. O

    ut= 161.35

    In Pl. 6' x 6'

    Box

    Culvert

    In. Pl. M

    etal

    Grate

    In. Pl. M

    etal

    Grate

    Rim

    = 215.8

    2

    In. Pl. 3

    6"

    RCP

    Inv. In=

    211.8

    3

    Inv. O

    ut= 2

    11.4

    7

    In. Pl. M

    etal

    Grate

    In. Pl. M

    etal

    Grate

    Rim

    = 215.8

    2

    In. Pl. 3

    6"

    RCP

    Inv. In=

    211.9

    5

    Inv. O

    ut= 2

    11.8

    9

    In. Pl. M

    etal

    Grate

    In. Pl. M

    etal

    Grate

    Rim

    = 215.14

    In. Pl. 18"

    RCP

    Inv. In=

    212.3

    9

    Inv. O

    ut= 2

    11.8

    3

    In. Pl. M

    etal

    Grate

    In. Pl. M

    etal

    Grate

    In. Pl. 18"

    RCP

    Inv. In=

    212.4

    6

    Inv. O

    ut= 2

    09.9

    7

    18" R

    CP

    18" RC

    P

    36" R

    CP

    36" R

    CP

    In. Pl. M

    etal

    Grate

    In. Pl. M

    etal

    Grate

    In. Pl. 3

    0"

    RCP

    Inv. In=

    226.0

    0

    Inv. O

    ut= 2

    22.2

    3

    In. Pl. M

    etal

    Grate

    In. Pl. M

    etal

    Grate

    In. Pl. 2

    4"

    RCP

    Inv. In=

    226.8

    4

    Inv. O

    ut= 2

    26.2

    0

    24" R

    CP

    30" RCP

    In. Pl. M

    etal

    Grate

    In. Pl. M

    etal

    Grate

    In. Pl. 3

    6"

    RCP

    Inv. In=

    217.8

    8

    Inv. O

    ut= 2

    17.4

    2

    36" R

    CP

    In. Pl. M

    etal Gr

    ate

    In. Pl. 24

    " CMP

    Inv. In= 23

    9.60

    Inv. Out= 2

    39.17

    Conc. E

    ndwall

    Top= 2

    42.00

    Rim= 2

    41.48

    24" C

    MP

    Inv. In = 2

    34.16

    In Pl. 15"

    RCP

    In Pl. 15"

    RCP

    Inv. Out =

    233.45

    Rim = 23

    9.45In Pl. Dro

    p Inlet

    Rim = 24

    1.03In Pl. Dro

    p Inlet

    Inv. Out =

    234.92Inv. I

    n = 235.9

    8

    D

    In. Pl. 3

    6"

    RCP

    In. Pl. F

    ES

    Inv. = 193. 0

    9

    In. Pl. S

    SM

    H

    Rim

    = 209. 7

    8

    Inv. In=

    189. 6

    6 (3

    6"

    RCP)

    Inv. In=

    189. 9

    0 (3

    0"

    HD

    P)

    Inv. O

    ut= 189. 5

    4

    In. Pl. 3

    6" R

    CP

    In. Pl. 3

    6" RCP

    In. Pl. 3

    0" Plastic P

    ipe

    5' Wire Fence

    4' Wire Fence

    Conc. Ditch

    Conc. Ditch

    4' Wire Fence

    Rip-Rap

    Brush

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Brush

    Brush

    Brush

    Gravel Shoulder

    Asphalt

    Gravel Shoulder

    Gravel Shoulder

    Asphalt

    Gravel Shoulder

    Brush

    Rip-Rap

    Asphalt

    Mixed Woods

    Mixed Woods

    Brush

    Gravel Shoulder

    Mixed Woods

    Brush

    5"

    Oak

    5' Wire Fence

    Inv Out= 2

    23. 3

    5'

    In Pl. 15"

    Conc. Pip

    e

    In Pl. 15"

    Conc. Pip

    eIn

    v In =

    226. 4

    3'

    In Pl. H

    ead

    wall

    Inv Out

    = 227. 4

    5'

    In Pl. 15"

    Conc. Pip

    eRim

    = 229. 6

    5'

    In Pl. Grate Inlet

    3"

    Maple

    2"

    Crepe

    Myrtle

    3"

    Maple

    3"

    Maple

    3"

    Maple

    2"

    Crepe

    Myrtle

    Brick Col. (Typ.)

    5' Wire Fence

    Brick Col. (Typ.)

    1" Pin

    e

    Asphalt

    Conc. Ditch

    Asphalt Asphalt Asphalt Asphalt

    Asphalt

    Asphalt Asphalt Asphalt AsphaltAsphalt

    Asphalt

    I-95 South I-95 South I-95 South

    I-95 South

    I-95 North I-95 North I-95 North I-95 North

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Conc. Ditch

    Conc. Dit

    ch

    Conc. Ditch

    Conc. Ditch

    Conc. Ditch

    Conc. Ditc

    hBrush Brush

    Brush Brush

    Brush Brush

    Brush

    Brush Brush

    BrushBrush

    Brush

    Brush

    Gravel Shoulder

    Gravel Shoulder

    Gravel ShoulderGravel Shoulder

    Gravel Shoulder Gravel Shoulder

    Gravel ShoulderGravel Shoulder

    ShrubsShrubs

    Conc. Ditch

    Inv. =

    199. 8

    6'

    In Pl. 2

    4"

    Conc. Pip

    eIn Pl. E

    nd

    wall

    Conc. Ditch

    Metal Sig

    n

    4" Su

    mac

    4" Su

    mac

    4" Su

    mac

    4" Su

    mac

    4"

    Cedar

    4" Su

    mac

    4" Su

    mac

    4" Su

    mac

    4"

    Cedar

    4"

    Cedar

    4" Su

    mac

    4" Su

    mac

    4" Su

    mac

    4"

    Dec.

    4"

    Dec.

    Conc. Ditch

    Inv. =

    191. 7

    9'

    In Pl. 6'x

    6'

    Conc.

    Box

    Culvert

    In Pl. E

    nd

    wall4

    " Cedar

    4"

    Cedar

    4"

    Dec.

    4"

    Cedar

    4"

    Cedar

    4"

    Dec.

    4"

    Dec.

    4"

    Cedar

    4"

    Dec.

    4"

    Dec.

    4"

    Cedar

    4"

    Dec.

    4"

    Dec.

    4"

    Dec.

    5"

    Dec.

    5"

    Dec.

    5"

    Dec.

    5"

    Dec.

    4"

    Dec.

    4"

    Dec.

    4"

    Dec.

    5"

    Cedar

    5"

    Dec.

    5"

    Dec.

    Metal Sig

    n

    Metal Sig

    n

    Woods

    Mixed

    Inv. (c) =

    173. 8

    3'

    Inv. (b) =

    173. 8

    7'

    Inv. (a) =

    174. 0

    0'

    In Pl. 6'x

    8'

    Conc.

    Box

    Culvert

    In Pl. E

    nd

    wall

    (a) (b)(c)

    (c)(b)(a)

    Inv. (c) =

    179. 4

    3'

    Inv. (b) =

    179. 4

    2'

    Inv. (a) =

    179. 4

    0'

    In Pl. 6'x

    8'

    Conc.

    Box

    Culvert

    In Pl. H

    ead

    wall

    BrushCon

    c. Ditc

    h

    D Mixed WoodsMixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Brush

    Brush Brush

    BrushBrush Brush

    Brush

    4' Wire Fence

    4' Wire Fence4' Wire Fence

    4' Wire Fence

    5' Wire Fence

    4' Wire Fence 5' Wire Fence

    Rap

    Rip

    Rap

    Rip

    Rap

    Rip

    Overhead Sig

    n

    4"

    Dec.

    4"

    Cedar

    4"

    Cedar

    4"

    Cedar

    4" Pin

    e

    3"

    Cedar

    4" Pin

    e

    4"

    Quad

    Oak

    Gravel Shoulder

    Gravel Shoulder

    Gravel Shoulder

    Gravel Shoulder

    Gravel Shoulder

    Gravel Shoulder Gravel Shoulder

    Gravel Shoulder

    Gravel Shoulder

    Gravel Shoulder

    6' Wood Fence

    7' Vinyl Fence

    GrassGrass

    Grass

    Grass

    Grass Grass

    Grass GrassGrass Gr

    ass

    Grass Grass

    GrassGrass

    GrassGrass

    GrassGrass

    Grass GrassGrass Grass

    Grass

    Grass

    Grass

    Mixed Woods

    Mixed Woods

    Mixed Woods

    Brush

    Metal Sig

    n

    3"

    Maple

    3"

    Maple

    2"

    Crepe

    Myrtle

    3"

    Maple

    3"

    Maple

    2"

    Crepe

    Myrtle

    7' Vinyl Fence Metal Gate

    Metal Sig

    n

    Brush

    Brush

    Brush

    Mixed Woods

    Mixed Woods

    BrushBrush

    Mixed Woods

    Mixed Woods

    3"

    Maple

    4"

    Maple

    6"

    Crepe

    Myrtle

    Brick

    Wall

    5' Wire Fence

    5' Wire Fence

    5' Wire Fence

    5' Wir

    e Fenc

    e

    4"

    Maple

    3"

    Maple

    6"

    Crepe

    Myrtle 3"

    Maple

    6"

    Crepe

    Myrtle

    2"

    Dead Tree

    3"

    Maple

    6"

    Crepe

    Myrtle

    4"

    Dec.

    Conc. Ditch

    Conc. Ditc

    h

    Conc. Ditch

    Conc. Ditch

    Conc. Ditch

    6"

    Maple

    10"

    Cedar

    Overhead Sig

    n

    Rip R

    ap

    3"

    Holly

    Twin 6"

    Maple

    Twin 3"

    Holly

    Brush

    Inv. =

    173. 5

    7'

    In Pl. 6'x

    6'

    Conc.

    Box

    Culvert

    In Pl. E

    nd

    wall

    In Pl. 6'x

    6' C

    onc.

    Box

    Culvert

    Botto

    m of Str

    uc. =

    188. 4

    5'

    Rim

    = 219. 6

    0'

    In Pl. Grate Inlet

    Pip

    e Siz

    e and

    Material

    Unable To Deter

    min

    eBotto

    m of Str

    uc. =

    190. 5

    9'

    Rim

    = 230. 3

    9'

    In Pl. Grate Inlet

    In Pl. 2

    4"

    Conc. Pip

    eIn

    v.

    Out

    = 18

    4. 4

    6'

    Rim

    = 18

    8. 5

    8'

    In Pl. Grate Inlet

    D

    Towne Center Blvd

    .

    D

    Inv.

    Out

    = 18

    0. 0

    8'

    In Pl. 2

    4"

    Conc. Pip

    eRim

    = 18

    7. 7

    4'

    In

    Debris)

    w/

    Manhole

    In Pl. Y

    ard Inlet (B

    urie

    d

    Inv.

    Out

    = 210. 6

    9'

    In Pl. 2

    4"

    Conc. Pip

    eRim

    = 213. 3

    1'In Pl. Grate Inlet

    Conc. Ditch

    Sig

    n

    Inv. =

    200. 8

    1'

    In Pl. 6'x

    6'

    Conc.

    Box

    Culvert

    In Pl. H

    ead

    wall

    Inv. =

    196. 5

    1'

    In Pl. 6'x

    6'

    Conc.

    Box

    Culvert

    In Pl. E

    nd

    wall

    Inv. =

    195. 7

    7'

    In Pl. 6'x

    6'

    Conc.

    Box

    Culvert

    In Pl. H

    ead

    wall

    Inv. =

    221. 4

    5'

    In Pl. 3

    6"

    Conc. Pip

    e

    In Pl. H

    ead

    wall

    Inv.

    Out

    = 230. 4

    3'

    Rim

    = 234. 19'

    In Pl. Grate Inlet

    In Pl. 15"

    Conc. Pip

    eIn

    v. In =

    228. 2

    8'

    Rim

    = 230. 2

    8'

    In Pl. Grate Inlet

    4"

    Maple

    3"

    Maple

    6"

    Crepe

    Myrtle

    Conc. Pad

    Metal G

    ate

    RW

    Mon.

    RW

    Mon.

    RW

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    RW

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    Mon.

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    Mon.

    RW

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    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW Pin

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW

    Pin

    RW

    Pin

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW M

    on.

    RW M

    on.

    RW M

    on.

    PB 10 P

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    Existing

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    Existing VDOT Limited Access R/

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

    Existing VDOT Limited Access R/W per Plans 0095-088-109

    Existing

    VDOT Lim

    ited Acce

    ss R/W

    per Plan

    s 0095-0

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    Existing VDOT Limited Access R/W per Plans 0095-088-109

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

    Existing

    VDOT Li

    mite

    d Access R/

    W per

    Plans 0

    095-08

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    Existing VDOT Limit

    ed Access R/W per

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    Existing VDO

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    Existing VDOT Limited Access R/W per Plans 0095-089-101 Existing VDOT Limited Access R/W per Plans 0095-088-109

    Existing VDOT Li

    mited Access R/

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    5-088-109

    Existing

    VDOT Limite

    d Access

    R/W p

    er Plans 009

    5-089-10

    1

    Existing VDOT

    Limited Acce

    ss R/W per P

    lans 0095-089

    -101

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

    Existing VD

    OT Limited Access R

    /W per P

    lans 0095-089-101

    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 VDOT R/W per Plans 0095-089-101

    per Pla

    ns 0095-0

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    Existin

    g

    VD

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    W

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    lans 0095-089-101

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    ns 0095-0

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    1

    Suspecte

    d Locatio

    n Limite

    d

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    e per Pla

    ns 0095-0

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    1 (See Note #3)

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