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  • Interstate 95 Northboard CD Road Conceptual Design - May ... · e r t U nkow nSize & Type D D D D D...
1
C O WA N B L V D . P L AN K R D . R OU TE 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 S OUND WA L L 1500' PO T 4375 + 00 . 00 4375 4380 4385 4390 4395 4400 PC 4400 + 69 . 21 4405 PRC 44 0 6 + 36 . 69 4410 PT 4412 + 04 . 17 4415 4420 4425 4430 4435 4440 4445 4450 4455 4460 PC 4460 + 42 . 83 4465 44 70 4475 PO T 5375 + 00 . 00 5375 5380 5385 5390 5395 PO T 5398 + 68 . 75 5400 PC 5403 + 24 . 93 5 4 05 PRC 5407 + 64 . 49 5410 PT 5412 + 04 . 05 5415 5420 5425 5430 5435 5440 5445 5450 5455 5460 PC 5460 + 80 . 79 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 L CONSTR. 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 L CONSTR. 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.) SNOW PI LES SNOW SNOW SNO S NO W D D D D #223 #222 #21 3 #211 #210 #208 60" RCP 60" RCP U nkn o wnS i ze& T y p e # 236 A B #209 #216 #217 36" RCP 36" RCP #238 #235 30" RCP 54" RCP 54" RCP 48" RCP 42" RCP 42" RCP 1 2" I r o n 15" RCP 15" RCP 36" RCP 42" RCP 36 " R C P 48" RCP 1 8" RCP 24" RCP 36" RCP #234 #225 #246 #245 #243 1 8" RCP #226 #224 #257 #249 #248 #247 #253 #254 #252 #250 #227 #258 #233 #231 #232 #259 24" RCP #237 #240 #239 #242 #241 # 2 5 6 #221 #2609 6 ' x 8 ' Bo x C u l v e r t U n kn o w nS i ze& T yp e D D D D D 1 8 " RC P 1 8" RCP 30" RCP 2 15 " RC P 1 5" RCP 6 ' x 8 ' Box C u l v e r t I n . P l . C on c . D I R i m = 24 1 . 53 I n . P l . 18 " RC P I n v . I n = 2 46 . 6 7 I n v . O u t = 2 4 0 . 81 I n . P l . C o n c . D I R i m = 25 1 . 55 I n . P l . C o n c . D I R i m = 25 1 . 6 0 I n . P l . 18 " R C P I n v . I n = 24 7 . 4 0 I nv . O u t = 2 4 6 . 7 3 I n v . I n = 2 39 . 2 7 I n v . O u t = 2 2 9 . 28 I n . P l . 3 0 " R C P I n . P l . F E S I n . P l . F E S Co n c . Hea dwa ll Co n c . Hea dwa ll I nv . I n =204. 75 I n v . Out =201 . 7 2 Con c . Hea dwa l l Con c . Hea dwa l l I n v . I n =1 60. 30 I n v . Out =157 . 88 I n Pl . 1 6' x 10' Bo x Cul v e r t I n . Pl . 6' x 8' Box Cul v e r t 1 6' x 10' Box Cul v e r t Co n c . He a dwa l l Co n c . He a dwa l l I n v . I n =1 69. 84 I n v . Out =1 61 . 7 9 I n Pl . 6' x 6' Bo x Cul v e r t I n Pl . 6' x 6' Bo x Cul v e r t I n Pl . 6' x 6' Box Cul v e r t I n Pl . 6' x 6' Bo x Cul v e r t I nv . I n =1 69. 92 I nv . Out =1 61 . 66 I n Pl . 6' x 6' Box Cul v e r t I n v . I n =1 70. 00 I n v . Out =1 61 . 35 I n Pl . 6' x 6' Box Cul v e r t I n . P l . Me t a l Gr a t e I n . Pl . M e t a l Gr a t e Ri m=215. 82 I n . Pl . 36" RC P I n v . I n =21 1 . 83 I nv . Out =211 . 47 I n . Pl . M e t a l Gr a t e I n . Pl . Me t a l Gr a t e Ri m=215. 82 I n . Pl . 36" R C P I n v . I n =21 1 . 95 I nv . Out =211 . 89 I n . Pl . Me t a l Gr a t e I n . Pl . Me t a l Gr a t e Ri m=215. 1 4 I n . Pl . 1 8" RCP I nv . I n =21 2. 39 I nv . Out =211 . 83 I n . Pl . Me t a l Gr a t e I n . Pl . Me t a l Gr a t e I n . Pl . 18" RCP I nv . I n =212. 46 I nv . Out =209. 97 18 " RCP 1 8 " R C P 36" RCP 36" RCP I n . Pl . Me t a l Gr a t e I n . Pl . Me t a l Gr a t e I n . Pl . 30" RCP I nv . I n =226. 00 I nv . Out =222. 23 I n . Pl . Me t a l Gr a t e I n . Pl . Me t a l Gr a t e I n . Pl . 24" R CP I nv . I n =226. 84 I nv . Out =226. 20 2 4 " RC P 3 0 " RC P I n . Pl . Me t a l Gr a t e I n . Pl . Me t a l Gr a t e I n . P l . 36" RCP I nv . I n =217 . 88 I nv . Out =217 . 42 36 " RCP I n . P l . Me t a l G r a t e I n . P l . 24 " C MP I nv . I n = 2 3 9 . 60 I n v . O u t = 2 3 9 . 17 C o n c . E nd w a ll T op = 24 2 . 00 R i m= 2 4 1 . 48 24 " C MP I nv . I n= 2 3 4 . 1 6 I nP l . 1 5 " R C P I nP l . 15 " R C P I nv . O u t = 233 . 45 R i m = 239 . 4 5 I nP l . D r o pI n l e t R i m = 2 41 . 0 3 I nP l . D r o pI n l e t I nv . O u t = 234 . 92 I nv . I n= 2 3 5 . 9 8 D I n . Pl . 36" RCP I n . Pl . FES I nv . =193. 09 I n . Pl . SSMH Ri m=209. 78 I nv . I n =189. 66 ( 36" RCP) I nv . I n =189. 90 ( 30" HDP) I nv . Out =189. 54 I n . P l . 3 6 " RC P I n . P l . 3 6 " RC P I n . Pl . 30" Pl a s ti c Pi p e 5 ' Wi r eF e n c e 4 ' Wi r eF e n c e C on c . D it c h Conc. Ditch 4 ' Wi r eF e n ce R i p - R a p Brush Mixed Woods Mixed Woods Mixed Woods Brush Brush Brush Gravel Shoulder Asphalt Gravel Shoulder Gravel Shoulder Asphalt Gravel Shoulder Brush R i p - R a p As p h a l t Mixed Woods Mixed Woods Brush Gravel Shoulder M i x e dWood s Brush 5" Oa k 5' Wire Fence I nv Out =223. 35' I n Pl . 1 5" Con c . Pi p e I n Pl . 15" Con c . Pi p e I nv I n =226. 43' I n Pl . Hea dwa ll I nv Out=227 . 45' I n Pl . 15" Con c . Pi p e Ri m =229. 65' I n Pl . Gr a t e I n l e t 3" Ma p l e 2" Cr e p e My r t l e 3" Ma p l e 3" Ma p l e 3" Ma p l e 2" Cr e p e My r t l e Brick Col. (Typ.) 5' Wire Fence Brick Col. (Typ.) 1 " Pi n e Asphalt C o n c . D i t c h Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt Asphalt 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 M i x e dWoo d s M i x e dWo o d s M i x e dWood s M i x e dWo o d s M i x e dWoo d s M i x e dWood s M i x e dWo o d s M i x e dWoo d s M i x e dWood s C o n c . D it c h C o n c . D it c h C on c . D it c h C on c . D it c h C o n c . D i t c h C on c . Di t c h Brush Brush Brush Brush Brush Brush Brush Brush Brush Brush Brush Brush Brush Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Shrubs Shrubs C o n c . D i t c h I n v . =199. 86' I n Pl . 24" Con c . Pi p e I n Pl . En dwa l l C o n c . D it c h Me t a l Si g n 4" Suma c 4" Suma c 4" Suma c 4" Suma c 4" Ce da r 4" Suma c 4" Suma c 4" Suma c 4" Ce da r 4" Ce da r 4" Sumac 4" Suma c 4" Sumac 4" De c . 4" De c . C on c . Di t c h I nv . =1 91 . 7 9' I n Pl . 6' x6' Co n c . Bo x Cul v e r t I n Pl . Endwa ll 4" Ce da r 4" Ce da r 4" De c . 4" Ce da r 4" Ce da r 4" De c . 4" De c . 4" Ce da r 4" Dec . 4" Dec . 4" Ce da r 4" Dec . 4" Dec . 4" Dec . 5" De c . 5" De c . 5" De c . 5" De c . 4" Dec . 4" Dec . 4" Dec . 5" Ce da r 5" De c . 5" De c . Me t a l Si g n Me t a l Si g n Woods Mixed I n v . ( c )=17 3. 83' I nv . ( b )=17 3. 87 ' I n v . ( a )=17 4. 00' I n Pl . 6' x8' Con c . Box Cul v e r t I n Pl . En dwa l l (a) (b) (c) (c) (b) (a) I nv . ( c )=1 7 9. 43' I nv . ( b )=1 7 9. 42' I n v . ( a )=1 7 9. 40' I n Pl . 6' x8' Co n c . Box Cul v e r t I n Pl . He a dwa l l Brush C on c . D i t c h D Mixed Woods M i x e dWoo d s Mixed Woods Mixed Woods M i x e dWoo d s Mixed Woods Mixed Woods M i x e dWood s Brush Brush Brush Brush Brush Brush Brush 4' Wire Fence 4' Wire Fence 4' Wire Fence 4 ' Wi r eF e n c e 5' Wire Fence 4' Wire Fence 5' Wire Fence Ra p Ri p Ra p Ri p Ra p Ri p Ov e r h e a d Si gn 4" De c . 4" Ce da r 4" Ce da r 4" Ce da r 4" Pi n e 3" Ce da r 4" Pi n e 4" Qua d Oa k Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder Gravel Shoulder G r a v e l S hou l d e r 6 ' Wo odF e n ce 7' Vinyl Fence Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass Grass M i x e dWo o d s M i x e dWood s M i x e dWoo d s Brush Me t a l Si g n 3" Ma p l e 3" Ma p l e 2" Cr e p e My r tl e 3" Ma p l e 3" Ma p l e 2" Cr e p e My r t l e 7' Vinyl Fence Metal Gate Me t a l Si gn Brush Brush Brush Mixed Woods Mixed Woods Brush Brush Mixed Woods Mixed Woods 3" Ma p l e 4" Ma p l e 6" Cr e p e My r tl e B r i c kWa l l 5' Wire Fence 5 ' Wi r eF e n ce 5 ' Wi r eF e n c e 5 ' Wi r eF e n c e 4" Ma p l e 3" Ma p l e 6" Cr e p e My r tl e 3" Ma p l e 6" Cr e p e My r tl e 2" Dea d Tr e e 3" Ma p l e 6" Cr e p e My r tl e 4" Dec . C o n c . D i t c h C o n c . Di t c h C o n c . D it c h C on c . D it c h C o n c . D i t c h 6" Ma p l e 1 0" Ce da r Ov e r h e a d Si gn Ri p Ra p 3" Ho l l y Twi n 6" Ma p l e Twi n 3" Ho l l y Brush I nv . =1 7 3. 57 ' I n Pl . 6' x6' Con c . Box Cul v e r t I n Pl . Endwa l l I n Pl . 6' x6' Con c . Box Cul v e r t Bo tt o m o f St r uc . =188. 45' Ri m =219. 60' I n Pl . Gr a t e I n l e t Pi p e Si ze a nd Ma t e r i a l Un a b l e To De t e r mi n e Bo tt o m o f St r uc . =190. 59' Ri m =230. 39' I n Pl . Gr a t e I n l e t I n Pl . 24" Co n c . Pi p e I n v . Out=184. 46' Ri m =1 88. 58' I n Pl . Gr a t e I n l e t D T o w n eC e n t e rB l vd . D I n v . Out=1 80. 08' I n Pl . 24" Con c . Pi p e Ri m =187 . 74' I n De b r i s )w/Ma nh o l e I n Pl . Ya r d I n l e t( Bur i e d I nv . Out=21 0. 69' I n Pl . 24" Co n c . Pi p e Ri m =213. 31 ' I n Pl . Gr a t e I n l e t C on c . D i t c h Si gn I nv . =200. 81 ' I n Pl . 6' x6' Co n c . Bo x Cul v e r t I n Pl . He a dwa l l I nv . =1 96. 51 ' I n Pl . 6' x6' Co n c . Bo x Cul v e r t I n Pl . Endwa ll I nv . =1 95. 77 ' I n Pl . 6' x6' Co n c . Bo x Cul v e r t I n Pl . He a dwa l l I nv . =221 . 45' I n Pl . 36" Co n c . Pi p e I n Pl . He a dwa l l I nv . Out=230. 43' Ri m =234. 1 9' I n Pl . Gr a t e I n l e t I n Pl . 1 5" Con c . Pi p e I n v . I n =228. 28' Ri m =230. 28' I n Pl . Gr a t e I n l e t 4" Ma p l e 3" Ma p l e 6" Cr e p e My r tl e Con c . Pa d Me t a l Ga t e RW Mo n . RW Mon . RW Mon . RW M on . RW Mo n . RW M o n . RW Mon . RW Mon . R W Mo n . RW M o n . RW M o n . R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n R W P i n RW Mon . RW Mon . RW Mon . RW Mon . RW Pi n RW Pi n RW Mon . RW Mon . RW Mon . R W Mo n . R W Mon . R W Mo n . PB 1 0 PG 1 1 0 - 1 13 Va r i a b l e Wi d t h R/ W Ga t e wa yBo u l e v a r d Exi s t i n g VDOT R/W p e r Pl a n s U000- 111 - 1 03, RW- 201 Exi s ti n g VDOT R/W p e r Pl a n s U000- 111 - 103 Exi s ti ng VDOT R/W p e r Pl a n s U000- 111 - 103, RW- 201 Exi s ti ng VDOT R/W p e r Pl a n s U000- 1 1 1 - 103, RW- 201 Va r i a b l e Wi dt h R/W Co wa n Boul e v a r d Va r i a b l e Wi dt h R/W Co wa n Boul e v a r d Exi s ti n g VDOT R/W p e r Pl a n s U000- 11 1 - 103, RW- 201 Pl a n s U000- 1 11 - 1 03, RW- 201 Exi s ti ng VDOT R/W p e r E x i s ti n gVD O T L i m i t e dA cc e s sR / W p e rP l a n s0 0 9 5 - 08 8 - 10 9 Existing VDOT Limited Access R/W per Plans 0095-089-101 E x i s ti n gVDO T L i m i t e dA c ce ssR / W p e rP l a n s0095 - 0 88 - 1 09 E x i s t i n gVDO T L i m it e dA c c e s sR / W p e rP l a n s0 0 9 5 - 0 88 - 1 0 9 Existing VDOT Limited Access R/W per Plans 0095-088-109 Existing VDOT Limited Access R/W per Plans 0095-089-101 Ex i s t i n g VDOT L i mit e d Ac c e ss R/ W p e r Pl a n s 0 09 5 - 0 8 9 - 1 0 1 E x i s t i ngV D O T L i m it e dA cce ssR / W p e rP l a n s0 0 9 5 - 088 - 109 E x i s t i n gVDO T L i m it e dA c ce ssR / W p e rP l a n s00 9 5 - 0 89 - 1 01 Existing VDOT Limited Access R/W per Plans 0095-089-101 E x i s t i n gVDO T L i m it e dA cc e ssR / W p e rP l a n s0 0 95 - 0 88 - 109 E x i s ti n gV DO T L i m i t e dA c c e s sR / W p e rP l a n s0095 - 0 88 - 1 0 9 E x i s t i n gVDO T L i m it e dA c c e s sR / W p e rP l a n s0 0 9 5 - 0 8 9 - 1 0 1 E x i s t i n gV D O T L i m it e dA c c e s sR / W p e rP l a n s0 0 95 - 0 89 - 101 Existing VDOT Limited Access R/W per Plans 0095-089-101 Ex i s t i ng VDOT L i mi t e d Ac c e ss R/ W p e r Pl a n s 00 95 - 0 8 9 - 101 E x i s ti n gV D O T L i mit e d A c c e s sR / W p e rP l a n s00 95 - 089 - 1 01 Ex i s t i ng VDOT L i mit e d Ac c e s s R/W p e r Pl a n s 009 5- 089 - 101 E x i s t i n gVDO T R / W p e rP l a n s0 09 5 - 089 - 1 01 p e r Pl a n s 0095- 088- 109 Exi s ti ng VDOT R/W R W Mo n . RW Mon . RW Mo n . L i mi t e d Acce ss L i n ep e r Pl a n s 00 9 5 - 089 - 101 E xi s t i n g VDO T R/W p e r Pl a n s 0095 - 089- 1 01 Sus p ec t e d L o ca t i o n L i mi t e d Acc e ss

Interstate 95 Northboard CD Road Conceptual Design - May ... · e r t U nkow nSize & Type D D D D D 18"RCP 8 1 " R C P 3 0 " C P 2 4 " R C P 15 "R 1 CP " R C P 6 ' x 8 ' B o x C u

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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

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    RW

    Mon.

    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

    G 110-113

    Variable Width R

    /W

    Gateway B

    oulevard

    Existing

    VD

    OT

    R/

    W per Pla

    ns

    U000-111-103, R

    W-2

    01

    Existing

    VD

    OT

    R/

    W per Pla

    ns

    U000-111-103, R

    W-2

    01

    Existing

    VD

    OT

    R/

    W per Pla

    ns

    U000-111-103, R

    W-2

    01

    Existing

    VD

    OT

    R/

    W per Pla

    ns

    U000-111-103, R

    W-2

    01

    Varia

    ble

    Width R/

    WCowan Boule

    vard

    Varia

    ble

    Width R/

    WCowan Boule

    vard

    Existing

    VD

    OT

    R/

    W per Pla

    ns U000-111-103, R

    W-2

    01

    Pla

    ns

    U000-111-103, R

    W-2

    01

    Existing

    VD

    OT

    R/

    W per

    Existing VDOT Limited Access R/

    W per Plans 0095-088-109

    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

    88-109

    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

    9-101

    Existing VDOT Limit

    ed Access R/W per

    Plans 0095-088-109

    Existing VDO

    T Limited Ac

    cess R/W pe

    r Plans 0095

    -089-101

    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/

    W per Plans 009

    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

    88-10

    9

    Existin

    g

    VD

    OT

    R/

    W

    RW M

    on.

    RW

    Mon.

    RW

    Mon.

    Limited Access Line per P

    lans 0095-089-101

    Existin

    g

    VD

    OT

    R/

    W per Pla

    ns 0095-0

    89-10

    1

    Suspecte

    d Locatio

    n Limite

    d

    Access Lin

    e per Pla

    ns 0095-0

    89-10

    1 (See Note #3)


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