rt 29 solutions project delivery advisory panel · project delivery advisory panel technical team....

Rt 29 Solutions Project Delivery Advisory Panel

November 17, 2016

Rt 29 Solutions

2

Agenda item 1: Introductions

Project Delivery Advisory Panel

Technical Team

Rt 29 Solutions

3

Agenda item 2: Interaction and Feedback

Live Streaming Nov 3, 2016 Oct 6, 2016

• Unique Viewers: 34 7

• Streams: 42 10

• Average Minutes per stream: 26 19

Rt 29 Solutions

Agenda item 2: Interaction and Feedback (continued)

For the period Oct 31, 2016 - Nov 14, 2016

Inbox email and phone calls: 5 emails and phone calls

• 1 asked why Berkmar and Hillsdale are 2-lane roads instead of 4-lane • SPCA asked for permission to trim trees before vacating former bypass RW • 1 noted that traffic signal mast arm at Rio GSI sways excessively • 1 noted that there is a bump on Rt 29 NB south of Hollymead and requested

a “Bump” sign • 1 commented about lane shifts as vehicles approach the Rio GSI and asked

for additional signing

4

Rt 29 Solutions

Agenda item 2: Interaction and Feedback (continued)

For the period Oct 31, 2016 - Nov 14, 2016 (continued)

Web Provide Input: No new postings

Project Hotline 844-220-5540: No calls

Call directly to Lane-Corman • 1 called about dust blowing onto their property from Berkmar

5

Rt 29 Solutions

Agenda item 3: Report on Panel Feedback

Landscaping plant list • Agenda item 8

Accident update • Agenda item 10

6

Rt 29 Solutions

7

Agenda item 4: Panel Feedback and Suggestions for Future Agenda Items

Open Discussion

Rt 29 Solutions

Agenda item 5: Construction Milestones

88

118

Status as of Nov 14, 2016

2016 2017July August September October November December January February March April May June

Rio Road GSI Dec 2, 2016

Lighting (95%) 100% Wall Staining (80%) 100% Complete

Landscape & Hardscape (85%) 95%

Temp Crossover Removal (60%) 100%

Final Paving (40%) 100% Punchlist (95%) 98%

Rt. 29 Widening

Oct 31, 2017

Temporary Signals 100% Waterline Relocation (15%) 15%

Jack & Bore 90% Phase 4 Grading, Drainage, and Paving (0%) 5%

Gas Relo 100% Phase 7 Grading, Drainage and Paving (20%) 20% (continues through Sep 2017)

Phase 1 paving 100% Start Phase 6

Phase 2 Grading, Drainage and Paving (98%) 100%

Phases 3 and 5 Grading, Drainage and Paving (65%) 80%

Berkmar Oct 31, 2017

Roadway Construction South of River (70%) 75% (continues through Jul 2017)

Roadway Construction North of River (85%) 85%

Pier Construction (95%) 100% Deck Construction (25%) 50%

Steel Girder Erection (33%) 100% Parapets, Abutment Slabs, and Railing 0%

Sanitary Sewer Relocation 100%

Hillsdale Oct 31, 2017

Utility Relocation (90%) 100% Seminole Court Signal 0%

Partial Building Demolition (70%) 100% Greenbrier Signal Infra 0%

Bridge Substructure (20%) 30% Bridge Superstructure

Retaining Wall at Pepsi (10%) 20%

Roundabout 0%

Under way

Complete

Late

( % ) %complete prior reporting period

�1

8

Rt 29 Solutions

Agenda item 6: Rt 29 Solutions Project Updates (continued)

Rio Grade-Separated Intersection

Work this week • General punchlist items • Rio landscaping • Rio/Berkmar curb cut ramps • Final signal inspection

Significant lane closures this week • Nighttime lane closures along Route 29 at Rio intersection between 9:00

pm and 6:00 am

9

Rt 29 Solutions


Rio Grade-Separated Intersection (continued)

Work next two weeks • Outstanding punchlist items • Complete Rio/Berkmar curb cut ramps

Anticipated significant upcoming lane closures (nighttime) • Nighttime lane closures along Route 29 at Rio intersection between 9:00

pm and 6:00 am

10

Rt 29 Solutions


Rt 29 Widening

Work this week • Excavate and place stone at Ridgewood Drive • Set impact attenuators for phase 4 • Phase 4 entrance preparations Backfill curb • Fine grade stone on phase 3 north end • Rubin Lane demolition • Permanent seeding • Phase 3 turn lane construction and through lane asphalt build-up • Jack and bore 9-2 and 11-1 • Electrical connections at Hollymead • Ground-mounted sign installations Southbound • Phase 4 traffic shift

11

12

Rt 29 Widening Grade

12

Rt 29 Solutions


Rt 29 Widening (continued)

Significant lane closures this week (nighttime)

• Route 29 left or right lane closure NB and SB as necessary

13

Rt 29 Solutions



Work next two weeks • Pond 3 excavation and embankment • Phase 4 asphalt demolition • Curb and gutter installation • Finalize structure 8-1 • Phase 4 drainage structures • Jack and bore structures 9-2 and 11-1

14

Rt 29 Solutions



Anticipated significant upcoming lane closures (nighttime) • Route 29 left or right lane closure NB and SB as necessary

15

Rt 29 Solutions

Agenda item 6: Rt 29 Solutions Project Updates (continued) Berkmar Extended Work this week • Erosion control maintenance • Grade and backfill curb • Place base stone • Backfill and rip rap at abutment B • Backfill and MSE wall panels at abutment A • Abutment A and B drainage • Tie deck steel • Complete stay-in-place forms • Bulkhead installation • Underdrain installations • Complete deck studs • Electrical service at Hilton Heights

16

17

Berkmar Bridge Deck

17

Rt 29 Solutions


Berkmar Extended (continued)

Significant lane closures this week • Flagging operation along Rio Mills Road as necessary

18

Rt 29 Solutions


Berkmar Extended (continued) Work next two weeks • Erosion control maintenance • Stone placement on north end • Abutment A and B drainage installation • Install bulkheads and Bid-Well paving machine • Abutment A MSE panel installation • Tie deck steel • Weekly seeding

19

Rt 29 Solutions


Berkmar Extended (continued)

Anticipated upcoming significant lane closures • Flagging operation along Rio Mills Road as necessary

20

Rt 29 Solutions


Hillsdale Extended

Work this week

• Fill placement at Greenbrier and Hillsdale • Continue fill between Pepsi and USPS • Modular wall excavation/undercut between Pepsi and USPS • Underdrain and subbase in Homewood Suites area • Building subcontractor continues working on building reconstruction • Grading at intersection of India and Line Drive • Abutment B pile driving

Significant lane closures this week

• None21

22

Hillsdale Abutment A

22

23

Hillsdale at Homewood Suites

23

24

Hillsdale Building Reconstruction

24

Rt 29 Solutions


Hillsdale Extended (continued)

Work next two weeks

• Modular wall excavation/undercut between Pepsi and USPS • Fill placement at Greenbrier and Hillsdale • Underdrain and subbase stone in Homewood Suites area • Building subcontractor continues working on building reconstruction • Grading at intersection of India and Line Drive

Anticipated upcoming significant lane closures • None

25

Rt 29 Solutions

Agenda item 7: Construction Budget Update

26

Route 29 Solutions Budget Update as of November 17, 2016

Construction Contracts

Original Construction

Contract ValueExpended (Invoiced)

Approved Change Orders

Exposure (Anticipated COs) Remaining CV

Total Anticipated Construction

Expenditures at Completion

Total SYIP Allocations for Construction

Rt. 29 Solutions Design-Build (1) $116,746,000 $98,731,970 $10,067,180 $1,300,000 $28,081,210 $128,113,180 $155,775,000

Change from Oct $11,942,942 $0 $0 ($11,942,942) $0 $0Rt. 29/250 Interchange (2) $11,121,078 $12,117,184 $168,283 $800,320 ($827,823) $12,117,184 $14,632,000

Change from Oct $0 $0 $0 $0 $27,503 $0Adaptive Signals

$3,720,000 $2,349,605 $125,000 $50,000 $1,495,395 $3,895,000 $3,420,000

Change from Oct $0 $0 $0 $0 $0 $0Hillsdale Extended

$11,451,492 $984,561 $0 $573,000 $10,466,931 $12,024,492 $11,198,000

Change from Oct $668,646 $0 $0 ($668,646) $0 $0Totals $143,038,570 $114,183,320 $10,360,463 $2,723,320 $39,215,713 $156,149,856 $185,025,000

Change from Oct $12,611,588 $0 $0 ($12,611,588) $27,503 $01. Rt. 29 Solutions Design-Build Exposure includes $1,300,000 potential incentive for overall DB program on-time completion.2. Rt. 29/250 Interchange Exposure includes anticipated final payment.

�1

26

Rt 29 Solutions Rio GSI Plant List

Agenda item 8: Rio GSI Plant List and Rt 29/250 Landscaping

27

28

0.9595 Ac.D.B. 1078 PG. 681

PARCEL ID: 400004D00

1.6227 Ac.D.B. 939 PG. 102

PARCEL ID: 400004000

1.3140 Ac.INSTR. 2011003693


INSTR. 2010002380PARCEL ID: 400001400

NO ACREAGE PROVIDEDINSTR. 2008005310


0.3897 Ac.INSTR. 2012001247


9.0 +/- Ac.D.B. 431 PG. 735


INSTR. 2010002380PARCEL ID: 400001400

0.2205 Ac.D.B. 503 PG. 810

PARCEL ID: 400004F00

0.9595 Ac.D.B. 1078 PG. 681

PARCEL ID: 400004D00

4 Red Maple

Emmet St. (Route 29)

Metal Sig

nBollard Posts

Metal Sig

n

Metal Sign

Guar

drail

Grass

Grass

Metal Sign

Inv.

Out

= Blind

Con

nection

In Pl. 15"

RCP

Inv.

Out

= 437.2

0’

Rim

= 441.4

2’

In Pl. C

DI

Inv.

Out

= Blind

Con

nection

In Pl. 15"

RCP

Inv.

Out

= 438.0

3’

Rim

= 440.8

4’

In Pl. DI

In Pl. 15"

RCP

Inv.

Out

= 441.8

2’

Rim

= 443.8

4’

In Pl. DI

In Pl. 2

4"

RCP

Inv.

Out

= 439.9

1’In

v. In S

W

= 440.2

2’

Inv. In

NE

= 440.11’

Rim

= 445.5

3’

In Pl. C

DI

In Pl. 2

4" RCP

Inv. Out = 444.73’

Inv. In = 444.92’

Rim = 450.14’

In Pl. CD

I

Inv. In = 446.70’

In Pl. 2

4" RCP

In Pl. 2

4"

RCP

Inv.

Out

= 443.7

3’

Inv. In =

443.7

7’

Rim

= 448.9

5’

In Pl. C

DI

Mulch

Block W

all

Metal Sig

n

4’ Wood Fence

Conc. Sidewalk

Mulch

Sig

n

Rim

= 437.18’

In Pl. DI

Ra

mp

Metal Sig

n

Ra

mp

Ste

ps

Metal Sign Wood Sign

Metal Sign

15" Oak

Shrub

Shrub

6" Dogwood

4’ Hollys

Conc. Sidewalk

Sig

nMetal Post

6" Tree

Metal Post

15" Tre

e

20" Tr

ee8" B

rick W

all

Ste

ps

8" Tree

12" Tree 6"

Holl

y

Sign

Mulch

Conc. Sidewalk

Appro

x. Loc

ation

"Subway"

1 Sty. Stucco

"Batteries Plus"1 Sty. Brick

"Cavalier Diner"1 Sty. Brick

(a)

(b)

Inv.

Out(b) = 424.12’

Inv.

Out(a) = 424.12’

Inv. In(b) = 426.2

1’

Inv. In(a) = 426.69’

w/

Con

c. End

walls

Dou

ble

Box Cul

vert

In Pl. 258LF- 6’x

6’

(a)

(b)

Monitorin

g

Well

Sig

nMetal

In Pl. 4

8LF-

Drain

age

Pip

e (D

AT

R)

Inv.

Out

= 433.4

7’ Per Pla

nRim

= 439.3

4’

In Pl. DI

(31.0

0’)

(N84 01’3

0"W)

(32.88’)(N38 48’17"E)

(N61 14’08"E 95.56’)

(R=1659.02’ L=63.54’)

(L=3

0.0

0’)

(R=2

6.72’)

(L=3

8.9

6’)

(R=6

8.0

5’)

(R=18

4.4

2’ L=7

7.4

4’)

(31.4

6’)

(S84 01’0

0"E)

(N54 3

2’0

0"W 43.19’)

(37.4

7’)

(N33 4

3’0

0"W)

(6.89’)

(14.5

3’)

(N45 3

5’2

0"W 75.6

5’)

(N31 2

6’10"W 61.6

0’)

(N25 0

2’0

0"W 91.2

8’)

12.00’)

(N60 56’00"E)

(L=48.88’)

(R=3

2.00’)(R

=128.9

7’ L

=73.9

5’)

(R=13

0.0

0’ L

=124.7

9’)

Existing R/W (Hwy. Plans 7250-104-101, RW-201)

Existing

R/

W (H

wy. Pla

ns 7250-104-101,

RW-2

01)

Existing

R/

W (H

wy. Pla

ns 7250-104-101,

RW-2

01)

Existing R/W

Existin

g R/

W

Existing R

/W

44.71’)(N1

2 22’0

0"E

(N41 19’20"E 54.83’)76.94’)(N36 42’00"E

Existing R/W

(D.B. 483 PG. 607)Ex. 12’ San. Sewer Esmt.

Approx. Location

(N53 3

6’W 10

0.0

0’)

(N79

59’W 70.04’)

(D.B. 271 P

G. 3

89)

Ex. S

an. Sew

er Esmt.

Appr

ox. Location C/L

(S79

58’E 70.04’)

(S53 3

5’E 10

0.0

0’)(N08

51’0

0"W 22

2.33’)

(S39 33’00"W 91.07’) (S36 01’38"W 84.93’)

(S08

51’E 22

2.3’)

In Pl. 3

4LF

- Drainage

Pipe

DAT

R

Inv.

Out = 427.68’

Inv. In = 427.68’

Rim

= 438.2

0’

In Pl. DI

In Pl. 6

0LF-

Drain

age

Pip

e (D

AT

R)

Inv.

Out

= 432.0

4’

Inv. In =

432.0

4’

Rim

= 437.3

5’

In Pl. DI

VD

H

Mon.

VD

H

Mon.

IRF

PL

PL

PL

PL

PL

Mulch

Shru

bs

Meta

l Sig

n

36" Poplar

Ram

p

Conc. Sidewalk

Con

c.

6" D

ogwood

Shrub

Flow

er Bed

L. Tim

ber

Shrub

18" Maple

W. S

ign

Brick/Conc. 2 Story

OV

HD

Traffic Pole

Electric Cabinet

w/ GuyPP #BK95

Telephone M

H

Traffic B

oxTraffic B

oxes

Traffic Box

TC

T

EOI (QLD)

(DUCT)TC

TC

TCE

Future Use (Fiberlight)Empty Conduits For

EOI

0.5"

(DUCT)

System, Wires Cut.

Control Loop

Aband. Traffic

Drop

On

Utility P

ole.

Unable T

o Is

olate C

atv

To Second Water Meter.

Locate Water Service Unable To Electronically

Gas Str

aig

ht T

o Main.

Ser

vice. R

ecor

d Sho

ws

Bey

ond Turn In

Water

Loc

ate G

as Ser

vice

Unable T

o Electr

onic

ally

ControllerTC Signal

Traffic Box

EOI

Pole

Traffic S

ignalOverhead

Traffic Signal Pole

Overhead

OVHD

w/

Lig

htP

P #BJ58

LP

w/

Guy

PP #B

K60

PP #T

A1111

WV

Water MH

FO

Handhole

Water MH

w/ LightPP #BK75

PP #B

K83

Rim = 437.55’In Pl. Sanitary MH

Traffic Box

Traffic Pole

Traffic Box

WV

FH

w/

Guy

PP #BJ89

Traffic Box

Rim = 440.09’In Pl. Sanitary MH

Traffic Box

Traffic P

ole

Gas Str

ucture

Traffic B

ox

OV

HD

OVHD

OVHD

(DAT

UR)

(DAT

UR)

(DA

TU

R)

FL =

426.7

7’ Per Pla

nRim

= 438.2

7’

In Pl. S

anitary

MH

FL

= 425.63’ Per Pla

n

Rim

= 438.73’

In Pl. S

anitary M

H

FL

= 423.75’ P

er Plan

Rim = 436.65’

In Pl. S

anitar

y M

H

W

W

S

S

S

TC

TC

TC

TC

S

S

TC

TC

TC

Traffic Box

Traffic B

ox

(Abandoned)

EOI E

OI

T

0.5"

0.5"

EOI

Pos

sibly A

bandon

ed

Gas Ser

vice

Telep

hone

MH

EOI

EOI

Ser

vice

Unk. Siz

e

FH

WV

EOI

(FBL)

T

FH

WV

Unk. U

tility

LP

(4)

WM’s

(QL

D)

0.5"

FOR MY GIRLS CORP.

OMD, LLC.

COOKOUT CHARLOTTESVILLE, INC.

GLORIA K. RENNOLDS, TRS.JOHN D. BALLAS, TRS.

UNITED STATES OF AMERICA

PROPERTIES, LLCSHILSHOLE

GLORIA K. RENNOLDS, TRS.

LAURA MALONE ELLIOTTKATHLEEN ELLIOTT WHATLEYHUMPHREY JOHN ELLIOTT, JR.

FOR MY GIRLS CORP.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

l10908903.dgn

Plotted By: thomas.aigner9:17:43 AM

5/20/2016

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

0029-104-295

0

SCALE

25’ 50’

29

NXL 804-644-4600

LANDSCAPE ARCHITECTRichmond, Virginia

VDOT Location & Design

Dale Huff, CLA 540-643-2514


DAVID CUBBAGE, LS 540-727-7129

Matc

h Lin

e (R

oute 2

9

Baselin

e) Sta. 101+50.0

0 See S

heet 4

0029-104-295, L801 3

3

Dominion Virginia Power - DistributionMr. Daniel Bateman, Supervisor Customer Solutions1719 Hydraulic RoadCharlottesville, Virginia 22901O: (434) 972-6734C: (434) 996-5514

Dominion Technical Solutions701 East Cary Street

O: (804) 771-4262C: (804) 624-0986

CenturyLink

127 East Church Street

O: (276) 666-4247C: (276) 340-9726

12379A Sunrise Valley Drive

O: (703) 391-5782C: (703) 350-8463

Fiberlight

O: (571) 323-7666C: (540) 522-3776

Lumos Networks

O: (540) 946-3179C: (540) 292-9916

Comcast

324 West Main Street

O: (434) 951-3725C: (434) 531-1830

Department of Public Works

O: (434) 970-3908

City of Charlottesville Public Utilities DivisionDepartment of Public Works

O: (434) 970-3811

Rivanna Water & Sewer Authority

695 Moores Creek LaneCharlottesville, Virginia 22902

Albemarle County Service Authority

168 Spotnap RoadCharlottesville, Virginia 22911

Dominion Virginia Power - Transmission

E: jacob g [email protected]

E: [email protected]









305 4th Street, NWCharlottesville, Virginia 22903

Mr. Phil Garber, Chief Gas Engineer305 4th Street, NWCharlottesville, Virginia 22903

O: (434) 977-2970, Ext. 104

Ms. Jennifer Whitaker, P. E. Chief Engineer

Mr. Peter Gorham, P. E. Director of Engineering

O: (434) 977-4511, Ext. 115

Charlottesville, Virginia 22903

Mr. Cary R. Bowman, Outside Plant Engineer524 West Broad Street, 2nd FloorWaynesboro, Virginia 22980

Herndon, Virginia 20170950 Herndon Parkway, Suite 250Mr. Wayne Haithcox, Project Manager

Verizon Business (Formerly MCI)Mr. David Fisher, Project Manager

Reston, Virginia 20191

Mr. Jerry Burge, Network Engineer II

Martinsville, Virginia 24112

Mr. Jacob G. Keisey, Transmission Line Engineer

Richmond, Virginia 23219

UTILITY OWNERSHIP LIST

Construction ManagerMr. Wesley W. Parker,

Utilities DivisionCity of Charlottesville Public

Utilities Engineer (Water & Sanitary Sewer)Mr. E. W. "Trip" Stakem, III, P. E.


Project 0029-104-248, C501 (UPC 85708) for utility adjustments.See proposed utility plans of completed construction Note:

AINI

GRI

V FO HTLAEWN

OM

MO

C

TC

E

TIHCRA EPACSD

NA

L

WINFRED DALE HUFF, JR.Lic. No. 000681

Rt 29 Solutions Rt. 29/250 Landscape Plan


29

Inv. O

ut =

450.2

1’

Inv. I

n = 4

51.54’

w/ C

onc. E

ndwalls

In Pl. 2

4" R

CP

4.500 AcreDB. 996 PG. 556

PARCEL ID: 40B001000

4.500 AcreDB. 996 PG. 556

PARCEL ID: 40B001000001

1 Red Maple

5 REDBUD

3 SWAMP WHITE OAK

Route 2

50

Bypa

ss


10" D

ogwood

s

24" G

um

Asphalt

6" Orn

amental

3’ Shr

ubs

RT

E. 2

50

ON

RA

MP

Gra

ss

Shru

bs

Asphalt

Shrubs

Grass

Grass

Grass

(S34 09’18"W 142.95’)

(S70 33’18"W 140.03’)

(S70 33’18"W 68.61’)

(N63 4

5’10

"W 110.8

1’)N67 42’51"E

S66 3

5’3

7"E

250 OF

F RAMP250 ON RAMP

RTE. 250 ON RAMP

U.S. R

OUT

E 250

BYP

ASS

RTE. 250 ON RAM

P

RTE. 250

OFF

RAM

P

SBL U.S. ROUTE 29 - NORTH EMMET STREET

NBL U.S. ROUTE 29 - NORTH EMMET STREET

24" - 12

" Pines (T

yp.)

Asphalt

6" Orna

mental

Asphalt

Limited Access Line

Existing R/W &

Limited Access Line

Begin Existing

(N61 14’08"E 95.56’)

(N84 37’40"E 74.27’)

24" Maple

Electric

Handhole

Electric Cabin

etElectric S

witche

s

Sprin

klers

Sprin

kler

WV

FH

S

LP

Elec.

Vault

Traffic B

oxElec. V

ault

Telep

hone

MH

WMW

V’s

WV’s

S

TC

TC

TC

Inv. O

ut = 4

61.68’

Inv. In =

461.70’

Rim =

477.58’

In Pl. Sa

nitary

MH

LP

LP LP

Vault

Elec.

Inv.

Out

= 466.5

6’

Inv. In =

466.6

7’

Rim

= 475.8

0’

In Pl. S

anitary

MH

(QLD)(QLD)

(QLD) EOIEOI

(DUCT)(DUCT) (DUCT) (DUCT)

Sign

Elec T

o

SignElec To

(IRR)

(IRR)

(IRR)

Sign

Elec To

W

TC

E

E

E

E

E

E

E

T

T


EOIEOI

EOI

EOIEOI

EOI

EOI

EOI

Bridge.

Conduit On Side Of

Junction Box With

Above Ground Elec

SignTo

(Fiberlight)For Future UseEmpty FO HBFuture Use (Fiberlight)

Empty Conduits For

Traffic Sig

nal Pole

Overhe

ad

LP

Records. Not Shown OnConfigurationNew Water

BEST BUY STORES, LP

BEST BUY STORES, LP

FOR MY GIRLS CORP.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


l10908904.dgn


5/20/2016

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.





0029-104-295

0

SCALE

25’ 50’

29

NXL 804-644-4600

LIMITED ACCESS HIGHWAY

Dated July 9, 1952

By Resolution of City Council






40029-104-295, L801

4

Matc

h Lin

e (R

oute 2

9

Baselin

e) Sta. 108+5

0.0

0 See S

heet 5

Matc

h Lin

e (R

oute 2

9

Baselin

e) Sta. 101+50.0

0 See S

heet 3


AINI

GRI

V FO HTLAEWN

OM

MO

C

TC

E

TIHCRA EPACSD

NA

L


30

No Recorded AcreageDB. 414 PG. 93

PARCEL ID: 40C005100

0.614 AcreDB. 2011 PG. 2610


3.397 AcreDB. 1006 PG. 306


No Acreage RecordedDB. 360 PG. 502


4.500 AcreDB. 996 PG. 556

PARCEL ID: 40B001000

001

9 SWEETGUM


Mulch

6"

Orna

mental

AsphaltAsphalt

12" Tre

e

15" Tree 2

4" Tree

15" Pin

es

3’ Shrubs

Con

c. Sid

ewalk

Landscape Timbers

18"

Crabapple

HO

LID

AY

DRIV

E

Conc. SidewalkConc. Sidewalk

Asphalt Drive

Asphalt Drive

Asphalt Drive

Conc. Sidewalk

Asphalt Drive

Asphalt Drive

Conc. Apron Conc. Apron

Grass

Grass

Grass

(S36 00’00"W 159.90’)

PL

(S49 11’38"E 316.9

8’)

PL

PL

PL

(S45 4

0’0

0"E 13

5.0

0’)

45.00’)(S34 09’18"W

Existing R/W

Existing

R/

W

Existing

R/

W

Existing R/W

N31 35’05"E

N32 18’24"EN31 18’51"E N33 13’51"E12.14’)(S37 58’00"W

152.8

0’

VD

H

Mon. +26.3

9

145.86’)(S39 53’00"W

7250-104-101 RW-201)(Hwy. Plans

Existing R/W

PLPL

PL

AN

GUS

RO

AD

Gravel

SBL U.S. ROUTE 29 - NORTH EMMET STREET

NBL U.S. ROUTE 29 - NORTH EMMET STREET

27" Gum

10" Oak

10" Oak

10" Gum

10" Gum

12" Dogwood

Limited Access Line

Begin Existing

Sprin

kler

WV

FH

w/

Guy

PP

No

#

LP #D

M03

Gas

MH

Gas

MH

Electric

Handhole

Electric

Handhole

WM

Spig

ot

Electric

Handhole

PP #D

M04

Traffic Pole

WM

LP OV

HD

LP

w/

Guy

PP

No

#

Telep

hone

MH

Tele.

Handhole

Gas

MH

Traffic Box

Gas MH

Traffic Box

G

SS

S S

TC

S1

S2

S3

S3

S2

S1

Inv. Out = 464.43’Inv. In = 464.47’Rim = 470.83’In Pl. Sanitary MH



OV

HD

OV

HD

PP #DM33

(Per Plans)Water Line

Pole

Sig

nal

Traffic

Overhe

ad

EE

GG

E

S

Inv.

Out

= 468.15

’In

v. In =

468.19’

Rim

= 473.19’

In Pl. S

anitary

MH

Inv.

Out

= 466.5

6’

Inv. In =

466.6

7’

Rim

= 475.8

0’

In Pl. S

anitary

MH

Find ConnectionUnable to

EOI

EOI (OLD)

(DUCT)

Sign

Elec T

o

Sign

Elec T

o

Light

Ground

Sign PostsElec To

LOOPTO

W

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

TC

E

G

T

(QLD)

EOI

EOI

(DUCT)

(DU

CT)

(DUCT)

(APLOC)

(AP

LO

C)

(APLOC)

(QL

D)

0.5"G

0.5"

(AP

LO

C)

EOI

EOIEOI

EOI

LOOP

TO

EOI

EOIEOI

EOI

EOI

TO

LO

OP

TO

LO

OP

EOI

(AP

LO

C)

(QL

D)

Using History Paint.Locations. Approximate Location Placed Marker Balls At SelectNo Trace Wire Found. City Has 2" Plastic Gas Is Not Locatable,

ConduitsExposed


ConduitsExposed

ElectricWith Post

LOOPTO

(Fiberlight).For Future UseEmpty Conduits

Designating.Under Construction At Time Of Future Use (Fiberlight)Empty Conduits For

Detail On Records.Area, Not Shown InRegulator In ThisOf Underground GasApproximate Location

Shown On Records.

Configuration NotElectronically.WVMH To MainUnable To Connect

Traffic Ca

mer

aOverhe

ad

Traffic Sig

nal Pole

Overhe

ad

Traffic Sig

nal Pole

Overhe

ad

Inv.

Out

= 451.2

0’

Inv. In =

451.2

5’

Rim

= 459.8

0’

In Pl. S

anitary

MH

ControllerTC Signal

Ground Light

Pole BaseAband. Light

KF

C Sign

Elec T

o

JRN CHICKEN STORES INC.

ANGUS INVESTORS LLC

THE CITIZENS CORPORATIONPROPERTIES LLCGMT MANAGEMENT

BEST BUY STORES, LP

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


l10908905.dgn


5/20/2016

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.





0

SCALE

25’ 50’

0029-104-295

29

NXL 804-644-4600





DAVID CUBBAGE, LS 540-727-7129Matc

h Lin

e (R

oute 2

9

Baselin

e) Sta. 108+5

0.0

0 See S

heet 4

Matc

h Lin

e (R

oute 2

9

Baselin

e) Sta. 115

+25.0

0 See S

heet 6

0029-104-295, L801 5

5Project 0029-104-248, C501 (UPC 85708) for utility adjustments.See proposed utility plans of completed construction Note:

AINI

GRI

V FO HTLAEWN

OM

MO

C

TC

E

TIHCRA EPACSD

NA

L



31

1.6

03

Acr

e

DB. 5

48 P

G. 400

PA

RCE

L ID: 4

0C00910

0

0.552

Acr

e

D.B. 68

5 P

G. 89

PAR

CE

L ID: 40C0092

00

0.527 AcreDB. 2010 PG. 798


0.578 AcreDB. 960 PG. 562


0.682 AcreDB. 840 PG. 620


0.614 AcreDB. 2011 PG. 2610


3.990 AcreDB. 650 PG. 644


002

3 REDBUD5 RED MAPLE

5 REDBUD 5 SWAMP WHITE OAK


18"

Crabapple

4’ Shr

ubs

12" Tree

Mulch

24"

Maple

15"

Maple

15"

Maple

6’ Shr

ubs

15" Stump 8" Tree3’ Shrub

Mulc

h

Grass

PL

PL

PL

Z

Z

PL

PL

PL

PL

P

Mulch

Myrtles3" Crepe

PL

PL

8" Oak4" Maple12" Gum12" Gum8" Oak

12" Oak

12" Dogwood27" Gum

8" Maple27" Gum

BedFlower

Sprin

klers

LP

No

#

WM

S

S

S

Inv. Out = 434.71’Inv. In NW = 434.79’Inv. In SW = 448.71’Inv. In SE = 443.47’Rim = 456.29’In Pl. Sanitary MH

Con

c. B

ase

LP on

EOI EOI (QLD)

(QLD)

(QLD)

Light

Ground

LightGround Light

Ground

SignElec To

SignElec To

Sig

n

Elec To

EOI

EOI

E

E

E

T

T

T

(DUCT) (DUCT)

FO HB

0.5"

EOI

EOI

EOI

(APLOC)

EOI

EOI

EOI

Future Use (Fiberlight).

Empty Conduits For

Future Use (Fiberlight).Empty Conduits For

By

Rec

ord.

Tap, C

annot Prov

e Tie I

n

In

Vaults. P

ossible R

ever

se

Two

6"

Water Lin

es

Visible

Valves

Irrigation

(Fiberlight)For Future UseEmpty FO HB


Inv.

Out

= 447.9

2’

Inv. In =

447.9

4’

Rim

= 454.12

’In Pl. S

anitary

MH

Con

c. B

ase

LP on

GAT

EW

AY

LIMIT

ED P

AR

TNE

RS

HIP IX

OZ

ONE

LLC

CARLYLE PROPERTIES LLC

EMMET STREET LLC

ZANNIS LC

PROPERTIES LLCGMT MANAGEMENT

LIMITED PARTNERSHIPSQUAM ASSOCIATES

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


l10908906.dgn


5/20/2016

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.





0

SCALE

25’ 50’

0029-104-295

29

NXL 804-644-4600






Matc

h Lin

e (R

oute 2

9

Baselin

e) Sta. 115

+25.0

0 See S

heet 5

6

6

0029-104-295, L801


AINI

GRI

V FO HTLAEWN

OM

MO

C

TC

E

TIHCRA EPACSD

NA

L



32

Inv.

Out

= 450.2

1’In

v. In =

451.5

4’

w/

Con

c. E

nd

walls

In Pl. 2

4" R

CP

470

460

464

454

2:1

458456

456

458

462

460462

464

453

3:1

464466468

454

460

458

460

460

3:1

x454.25SWM Basin #1Proposed

3:1

465

455

455

462460458456

456

458

462

460

FC

FC

FC

FC

FC

0.5’ Curb0.5’ Curb

Wood

Sig

n

Wood

Sign

Guardrail

Guardrail

Guardrail

Guard

rail

Guardrail

Asphalt

Grass

Woods

Woods

Ditch

10" Dogwood 10" Dogwood

28" Pine

28" Pine

2.5’ C & G

Guardrail

Conc. Ditch

Guardrail

Guardrail

10" Dogwoods

24" Gum

Guardrail

Guardrail

0.5’ Curb

Asphalt

0.5’ Curb

Asphalt

Woo

d Sig

n

Grass

Inv.

Out = 473.2

3’

w/

Con

c. End

wall

In Pl. 4

3LF

- 15" R

CP

Inv.

Out = 474.5

0’

Rim

= 478.75’

In Pl. DI

GuardrailG

uardrail

Con

c.

Ditch

Conc. Ditc

h

EBL U.S. ROUTE 29 - U.S. ROUTE 250 BYPASS

WBL U.S. ROUTE 29 - U.S. ROUTE 250 BYPASS

Conc. Island0.5’ Curb

0.5’ Curb

Sign

Asphalt

Woo

d Sig

n

Grass

Metal Sign

= 23.0’

Bridge Clear

ance

101

102

100+00.00 R

oute

29 S

urvey

Baseline

Start Statio

n

RTE. 250 OFF RAMP

U.S. ROUTE 250 BYPASS

RTE. 250

ON RAMP

SB

L U.S. R

OUTE 29 -

NOR

TH

EM

ME

T ST

RE

ET

NB

L U.S. R

OUTE 29 -

NOR

TH

EM

ME

T ST

RE

ET

RTE. 250 ON RAMP

Inv. Out = 456.28’In Pl. 15" RCP

Inv. Out = 456.47’Inv. In = 456.67’

Rim = 461.28’In Pl. CDI

Inv.

Out

= 450.2

1’In

v. In =

451.5

4’

w/

Con

c. E

nd

walls

In Pl. 2

4" R

CP

E

Electric

Handh

ole

Electric Handhole

LP #B

173

Electric Handhole

LP #B180LP

Traffic BoxElec. Vault

WV’s

TCE

E

(QLD)

(DU

CT)

(QLD)

(QLD)

SignElec To

E

E

E

E

E

EOI

(QL

D)

EOI

450

455

455

460

460

460

465

465

465

470

470

470

475

475

475

480

480

480

485

485

485

490

490

490

13 Eastern Red CedarRTE. 250 OFF RAMP

RTE. 250 ON RAMP

RTE. 250

ON RAMP

SB

L U.S. R

OUTE 29 -

NOR

TH

EM

ME

T ST

RE

ET

EBL U.S. ROUTE 29 - U.S. ROUTE 250 BYPASS

U.S. ROUTE 250 BYPASS

SWM BASIN

(see Sheet 2B)Reforestation Area

SWM BASIN

ACCESS ROAD

Conc. Ditch

Conc. Ditc

h

SWM BASIN ACCESS ROAD

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


l10908907.dgn


5/20/2016

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.





NXL 804-644-4600

29

0

SCALE

20’ 40’




0029-104-295, L801 7

0029-104-295 7




AINI

GRI

V FO HTLAEWN

OM

MO

C

TC

E

TIHCRA EPACSD

NA

L



Evergreen and deciduous trees

Rt 29 Solutions

Agenda item 8: Rio GSI Plant List and Rt 29/250 Landscaping (continued)

Rt 29/250 Landscaping plans • Project was rebid week of Nov 7 • Bids due Dec 1, 2016

33

Rt 29 Solutions

Agenda item 9: Signal Timing Adjustments Since Nov 3 PDAP

Joel Denunzio

34

Rt 29 Solutions

Agenda item 10: Accident Report Update

Joel DeNunzio

35

36

05/23/2015 – 07/18/2015

Agenda item 10: Accident Report Update (continued)

37

05/23/2016 – 07/18/2016

Agenda item 10: Accident Report Update (continued)

Rt 29 Solutions

Agenda item 11: New Business and Wrap Up

Agenda item 12: Adjourn

38

Rt 29 Solutions Project Delivery Advisory Panel

November 17, 2016

rt 29 solutions project delivery advisory panel · project delivery advisory panel technical team....

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