Adopted Route 221 Corridor Plan

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5 5

Route 221 Corridor Plan Bedford County/City of Lynchburg,VA

Submitted by: EPR, P.C. in association with Parsons Brinckerhoff for: Region 2000 Local Government Council & Central Virginia Metropolitan Planning Organization -XQH 5HY September 2014

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Table of Contents

EPR, P.C.

Table of Contents

1.

Introduction and Purpose .............................................................01

2.

Data Collection Summary ............................................................04

3.

Existing Conditions .......................................................................06

4.

Access Management .....................................................................37

)XWXUH 7UDIÀF 3URMHFWLRQV

6.

Public Process ...............................................................................49

7.

Recommended Improvements ....................................................52

8.

Implementation ...........................................................................74

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

List of Figures Figure 1 Figure 2 )LJXUH )LJXUH )LJXUH Figure 6 Figure 7 Figure 8 Figures 9A – 9J )LJXUHV $ ± ' )LJXUHV $ ± ' Figure 12 Figure 13 )LJXUH )LJXUH Figure 16 )LJXUH )LJXUH )LJXUH )LJXUH )LJXUH )LJXUH )LJXUH Figure 24 )LJXUH )LJXUH )LJXUH )LJXUH )LJXUH )LJXUH Figure 31 EPR, P.C.

Study Area and Study Area Intersections Roadway Conditions and Planned Land Uses ([LVWLQJ 7UDI¿F 9ROXPHV DW 6WXG\ ,QWHUVHFWLRQV ([LVWLQJ $YHUDJH 'DLO\ 7UDI¿F 9ROXPHV ([LVWLQJ ,QWHUVHFWLRQ *HRPHWU\ Existing (2014) Levels of Service Existing Sidewalks Existing Transit Stops and Routes Crash History &RUULGRU &UDVK 5DWH 6XPPDU\ ,QWHUVHFWLRQ &UDVK 5DWH 6XPPDU\ Route 221Crash Rate vs Driveway Rate Access vs Mobility 9'27 ,QWHUVHFWLRQ 6SDFLQJ 6WDQGDUG &RQÀLFW 3RLQWV Functional Area of an Intersection 7UDYHO 'HPDQG 0RGHO 3URMHFWHG $YHUDJH 'DLO\ 7UDI¿F 9ROXPHV $SSURYHG 'HYHORSPHQWV 3URMHFWHG $YHUDJH 'DLO\ 7UDI¿F 9ROXPHV )XWXUH 7UDI¿F 9ROXPHV DW 6WXG\ ,QWHUVHFWLRQV /HYHOV RI 6HUYLFH ZLWK &RRUGLQDWHG 6LJQDO 2SHUDWLRQ /HYHOV RI 6HUYLFH ZLWK &RRUGLQDWHG 6LJQDO 2SHUDWLRQ DQG ,QWHUVHFWLRQ ,PSURYHPHQWV /HYHOV RI 6HUYLFH ZLWK &RRUGLQDWHG 6LJQDO 2SHUDWLRQ DQG ,QWHUVHFWLRQ ,PSURYHPHQWV 2040 Levels of Service with Roadway Widening 6LGHZDON 5HFRPPHQGDWLRQV (QWHUSULVH 'ULYH ,PSURYHPHQW &RQFHSW *ULVWPLOO 'ULYH ,PSURYHPHQW &RQFHSW *UDYHV 0LOO 5RDG ,PSURYHPHQW &RQFHSW *ULVWPLOO 'ULYH WR *UDYHV 0LOO 5RDG $FFHVV 0DQDJHPHQW ,PSURYHPHQW &RQFHSW :D\QH 'ULYH &RWWRQWRZQ 5RDG DQG )RUHVW %URRN 5RDG ,PSURYHPHQW &RQFHSWV Bicycle Route in the City (East of Lynchburg Expressway) - Cross-sections

List of Figures

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

List of ables and A endices

List of Tables Table 1 7DEOH 7DEOH 7DEOH 7DEOH 7DEOH 7DEOH 7DEOH Table 9 7DEOH 7DEOH 7DEOH 7DEOH Table 14 7DEOH 7DEOH 7DEOH

Existing Levels of Service, Delays and Queues 3ULPDU\ 5RXWH &UDVK 5DWH &RPSDULVRQ 9'27 ,QWHUVHFWLRQ 6SDFLQJ 6WDQGDUG +LVWRULF 7UDI¿F 9ROXPHV )XWXUH 'HYHORSPHQW 3URMHFWV /HYHOV RI 6HUYLFH 'HOD\V DQG 4XHXHV ZLWK &RRUGLQDWHG 6LJQDO 2SHUDWLRQ /HYHOV RI 6HUYLFH 'HOD\V DQG 4XHXHV ZLWK &RRUGLQDWHG 6LJQDO 2SHUDWLRQ DQG ,QWHUVHFWLRQ ,PSURYHPHQWV /HYHOV RI 6HUYLFH 'HOD\V DQG 4XHXHV ZLWK &RRUGLQDWHG 6LJQDO 2SHUDWLRQ DQG ,QWHUVHFWLRQ ,PSURYHPHQWV 2040 Levels of Service, Delays and Queues with Roadway Widening 5HFRPPHQGHG ,PSURYHPHQWV 6L[ <HDU ,PSURYHPHQW 3URJUDP 6<,3

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List of Appendices $SSHQGL[ $ $SSHQGL[ % $SSHQGL[ &

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

1.

EPR, P.C.

ntr oduction and Pur ose

Introduction and Purpose

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

1.

ntr oduction and Pur ose

Introduction and Purpose

Route 221, named Forest Road in Bedford County and Lakeside Drive in the City of Lynchburg, is a major transportation link that is critical to the economic vitality of the County and City. This roadway serves local residents, as well as local businesses that rely on Route 221. Route 221 also serves as the major connector between the Town of Bedford and the City of Lynchburg. 7KLV VWXG\ LQYHVWLJDWHG H[LVWLQJ DQG IXWXUH WUDI¿F FRQGLWLRQV WUDI¿F RSHUDWLRQV PXOWLPRGDO IHDWXUHV DQG VDIHW\ LVVXHV DORQJ 5RXWH from Cloverhill Boulevard at the southwest terminus to Forest Brook Road at the northeast terminus, resulting in recommendations for WKH EHQH¿W RI WKH FLWL]HQV DQG EXVLQHVVHV LQ WKH VXUURXQGLQJ VWXG\ DUHD Figure 1 provides an illustration of the study area, as well as the intersections this study examined. $ VXPPDU\ RI WKH UHFRPPHQGHG SURMHFWV LV LQFOXGHG 7KLV LQIRUPDWLRQ LV LQWHQGHG WR DLG WKH &RXQW\ DQG &LW\ ZLWK SURMHFW SULRULWL]DWLRQ DQG implementation when grant or other funding opportunities arise in the future. The project list should continue to be updated in the future as a tool to track opportunities and needs within the corridor.

EPR, P.C.

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

ntr oduction and Pur ose

&ŝŐƵƌĞ ϭ ^ƚƵĚLJ ƌĞĂ ĂŶĚ ^ƚƵĚLJ ƌĞĂ /ŶƚĞƌƐĞĐƟŽŶƐ Old Forest Road :ĞīĞƌƐŽŶ ZŝĚŐĞ WĂƌŬǁĂLJ

&ŽƌĞƐƚ ƌŽŽŬ ZŽĂĚ 6 7

Whitehall Drive 9

10

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8

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ŽƩŽŶƚŽǁŶ ZŽĂĚ

5

CVS

Graves Mill Road

4

Graves Mill Road WŽƉůĂƌ &ŽƌĞƐƚ ĞŶƚĞƌ

3

Gristmill Drive Vista Center Drive Cloverhill Boulevard

1

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1

7

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8

10

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

2.

EPR, P.C.

Data Collection Summary

ata Collection u

ary

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

2.

ata Collection u

ary

Data Collection Summary

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EPR, P.C.

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

3.

EPR, P.C.

Existing Conditions

E sting i Conditions

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

3.

E sting i Conditions

Existing Conditions

Roadways and Land Use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¶V &RPSUHKHQVLYH 3ODQ WKH SRUWLRQ RI 5RXWH ZLWKLQ /\QFKEXUJ HDVW RI &RWWRQZRRG 'ULYH WR )RUHVW %URRN 5RDG LV ]RQHG IRU &RPPXQLW\ &RPPHUFLDO ZLWK WKH H[FHSWLRQ RI WKH VHFWLRQ EHWZHHQ :KLWHKDOO 5RDG DQG &RXQWU\SODFH /DQH ZKLFK LV ]RQHG DV 0HGLXP 'HQVLW\ 5HVLGHQWLDO Figure 2 provides an illustration of the roadway conditions and the planned land uses in the study area.

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EPR, P.C.

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ Ϯ ZŽĂĚǁĂLJ ŽŶĚŝƟŽŶƐ ĂŶĚ WůĂŶŶĞĚ >ĂŶĚ hƐĞƐ Old Forest Road :ĞīĞƌƐŽŶ ZŝĚŐĞ WĂƌŬǁĂLJ

&ŽƌĞƐƚ ƌŽŽŬ ZŽĂĚ

Whitehall Drive tLJŶĚĂůĞ ƌŝǀĞ

ƌĞĞnjĞǁŽŽĚ ƌŝǀĞ >LJŶĐŚďƵƌŐ džƉƌĞƐƐǁĂLJ

ŽƩŽŶƚŽǁŶ ZŽĂĚ

CVS

Graves Mill Road Graves Mill Road > ' E

WŽƉůĂƌ &ŽƌĞƐƚ ĞŶƚĞƌ Gristmill Drive Vista Center Drive

&ŝǀĞ >ĂŶĞ ZŽĂĚǁĂLJ dŚƌĞĞ >ĂŶĞ ZŽĂĚǁĂLJ WůĂŶŶĞĚ DŝdžĞĚ hƐĞ

Cloverhill Boulevard

WůĂŶŶĞĚ ŽŵŵƵŶŝƚLJ ŽŵŵĞƌĐŝĂů ŶƚĞƌƉƌŝƐĞ ƌŝǀĞ

EPR, P.C.

WůĂŶŶĞĚ DĞĚŝƵŵ ĞŶƐŝƚLJ ZĞƐŝĚĞŶƟĂů

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

221

23/76 819/841

425/337

20/20 1525/1038

ŽƩŽŶƚŽǁŶ ZŽĂĚ

221

5

CVS

115/237 129/156 237/419

43/58 328/692 192/365

221

9

608/632 515/388 103/262

352/362 650/896

180/210

88/90 706/1218

221

187/33 1105/995 177/84

24/24

>LJŶĐŚďƵƌŐ džƉƌĞƐƐǁĂLJ

221

8

225/241

221

ƌĞĞnjĞǁŽŽĚ ƌŝǀĞ

288/84 950/1486 11/54

18/50 12/8

844/768

8

3 20/20 0/0 20/20

tLJŶĚĂůĞ ƌŝǀĞ 96/264

10

23/167 49/92

9

22/33 0/0 178/401

6 7

Whitehall Drive

221

2

82/14 1079/805 146/171

:ĞīĞƌƐŽŶ ZŝĚŐĞ WĂƌŬǁĂLJ

&ŽƌĞƐƚ ƌŽŽŬ ZŽĂĚ

51/53

16/48

221

30/23 645/1224 388/784

192/248 124/79

1/7 1/4

6/8 1379/922 5/3

221

1/5

221

1

yyͬyy DͬWD Old Forest Road

14/52

24/31 834/1525 3/3

221

20/20 783/1486

23/88 47/128

22/37

4/20 0/0

&ŝŐƵƌĞ ϯ džŝƐƟŶŐ ;ϮϬϭϰͿ dƌĂĸĐ sŽůƵŵĞƐ Ăƚ ^ƚƵĚLJ /ŶƚĞƌƐĞĐƟŽŶƐ

221

WŽƉůĂƌ &ŽƌĞƐƚ ĞŶƚĞƌ

4/10 32/99

438/235

76/114 150/168 26/51

30/35 1163/932

4 4

Graves Mill Road

221

3

468/903 178/250

221

EPR, P.C.

344/157 0/0 230/117

221

20/20

ŶƚĞƌƉƌŝƐĞ ƌŝǀĞ

44/244 1117/964

5 1

92/194 47/107

20/20 0/0 20/20

713/514 13/13

221 221

6 65/56 208/185

221 20/20

2

50/239 745/1293

Cloverhill Boulevard

10

221

13/23 751/628

Gristmill Drive Vista Center Drive

8/14 536/1057

75/77 496/909

7 107/98 743/619

221

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&Ĺ?Ĺ?ĆľĆŒÄž Ď° džĹ?Ć?Ć&#x;ĹśĹ? ͞ώϏϭϰͿ Ç€ÄžĆŒÄ‚Ĺ?Äž Ä‚Ĺ?ůLJ dĆŒÄ‚ĸÄ? sŽůƾžÄžĆ? Old Forest Road

:ÄžÄŤÄžĆŒĆ?ŽŜ ZĹ?ÄšĹ?Äž WÄ‚ĆŒĹŹÇ Ä‚Ç‡

&Ĺ˝ĆŒÄžĆ?Ćš ĆŒŽŽŏ ZŽĂĚ 6 7

Whitehall Drive 10

9 8

tLJŜĚĂůĞ ĆŒĹ?ǀĞ

ĆŒÄžÄžÇŒÄžÇ Ĺ˝Ĺ˝Äš ĆŒĹ?ǀĞ

>LJŜÄ?ĹšÄ?ĆľĆŒĹ? Ç†Ć‰ĆŒÄžĆ?Ć?Ç Ä‚Ç‡

ŽƊŽŜĆšĹ˝Ç Ĺś ZŽĂĚ

5

CVS

Graves Mill Road

4

Graves Mill Road

WĹ˝Ć‰ĹŻÄ‚ĆŒ &Ĺ˝ĆŒÄžĆ?Ćš ÄžĹśĆšÄžĆŒ

3

Gristmill Drive

Vista Center Drive

Cloverhill Boulevard

1

2

ĹśĆšÄžĆŒĆ‰ĆŒĹ?Ć?Äž ĆŒĹ?ǀĞ

> ' E

XXXXXX

EPR, P.C.

([LVWLQJ $'7

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

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EPR, P.C.

11

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϱ džŝƐƟŶŐ /ŶƚĞƌƐĞĐƟŽŶ 'ĞŽŵĞƚƌLJ

yy͛ ^ƚŽƌĂŐĞ >ĂŶĞ >ĞŶŐƚŚ Old Forest Road

200’

75’

250’ 250’

:ĞīĞƌƐŽŶ ZŝĚŐĞ WĂƌŬǁĂLJ

600’ 200’

100’

221

221

1

221

75’

8

200’

225’

tLJŶĚĂůĞ ƌŝǀĞ

10

9

250’

6 7

Whitehall Drive

221

2

350’

&ŽƌĞƐƚ ƌŽŽŬ ZŽĂĚ

175’

125’

225’

221

ƌĞĞnjĞǁŽŽĚ ƌŝǀĞ

221

100’

>LJŶĐŚďƵƌŐ džƉƌĞƐƐǁĂLJ 125’

100’

221

8 225’

150’

50’

3 100’

ŽƩŽŶƚŽǁŶ ZŽĂĚ

200’

200’

125’

400’

221

221

5

221

CVS

221

9 275’ 275’

150’

150’

375’

150’ 4

75’

150’

800’

75’

4

75’

Graves Mill Road

221 WŽƉůĂƌ &ŽƌĞƐƚ ĞŶƚĞƌ

221

3

75’

Gristmill Drive Vista Center Drive Cloverhill Boulevard

2

221 150’

200’

125’

221

5 1

221

10

ŶƚĞƌƉƌŝƐĞ ƌŝǀĞ 350’

175’

221 221

6

50’

50’ 7

221

50’

221 EPR, P.C.

12

E sting i Conditions

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA dĂďůĞ ϭ džŝƐƟŶŐ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ͕ ĞůĂLJƐ ĂŶĚ YƵĞƵĞƐ

džŝƐƚŝŶŐ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >ͬ d & ϵϯ͘Ϯ ϮϴϬ ϱϮ͘Ϯ ϮϬϱ Z ϮϮ͘ϳ ϭϯϮ Ϯϱ͘ϱ ϭϭϰ t > ϰϯ͘ϰ ϱϰ ϱϱ͘ϯ ϱϮ t dͬt Z ϰϭ͘ϭ ϰϲ ϱϮ͘Ϭ ϰϵ E > ϭϬ͘ϯ ϳϯ ϰϯ͘ϳ Ϯϲϲ E dͬE Z ϭϵ͘ϰ ϯϮϱ ϭϭ͘ϳ ϯϰϬ ^ > ϭϰ͘ϳ ϲϯ ϭϰ͘ϳ ϭϭϰ ^ d ϭϴ͘ϳ Ϯϱϯ ϯϬ͘Ϭ ϰϬϳ ^ Z ϰ͘ϴ ϳϯ ϵ͘ϵ ϯϬϭ

ϱ͘ ZŽƵƚĞ ϮϮϭͬ ŽƚƚŽŶƚŽǁŶ

ϭ͘ ZŽƵƚĞ ϮϮϭͬ ůŽǀĞƌŚŝůů

ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

E >ͬE d E Z ^ >ͬ^ d ^ Z > d Z t > t d t Z

džŝƐƚŝŶŐ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϯϭ͘ϰ ϮϮ ϯϴ͘ϳ Ϯϴ Ϯϴ͘ϳ ϭϳ ϯϱ͘ϳ Ϯϭ & ϭϲϰ͘ϲ ϰϲ ϯϰ͘ϭ ϱϴ Ϯϴ͘ϵ ϭϬ ϯϮ͘ϯ Ϯϳ ϰ͘ϱ Ϯϯ ϵ͘ϯ ϯϳ ϭϭ͘ϯ ϭϲϬ ϴ͘ϴ ϭϰϮ ϰ͘ϲ Ϯϭ ϲ͘Ϭ ϭϬ ϳ͘Ϭ ϭϬ ϲ͘ϭ ϭϭ ϲ͘ϳ ϭϮϳ ϭϯ͘ϭ ϮϮϬ ϰ͘ϳ Ϯϱ ϲ͘Ϯ Ϯϱ

ϯ͘ ZŽƵƚĞ ϮϮϭͬ'ƌŝƐƚŵŝůů

ĞŶƚĞƌ ĞŶƚĞƌ 'ƌŝƐƚŵŝůů 'ƌŝƐƚŵŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

>ͬ d Z t > t Z E > E d E Z ^ > ^ dͬ^ Z

/Ed Z^ d/KE /Ed Z^ d/KE

ϭϭ͘Ϯ

džŝƐƚŝŶŐ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϰϲ͘ϲ ϲϭ ϰϲ͘ϵ ϲϬ ϰϰ͘ϴ ϱϱ ϰϱ͘ϭ ϱϵ ϯϳ͘ϵ ϭϴϴ ϳϵ͘ϱ ϰϱϭ Ϯϴ͘ϳ ϳϯ Ϯϱ͘ϯ ϭϳϱ ϴ͘ϰ ϭϬϰ ϭϲ͘Ϯ ϴϵ ϭϵ͘ϵ ϯϬϳ ϭϴ͘Ϯ ϮϲϮ ϱ͘ϱ ϳϯ ϱ͘ϰ ϳϯ ϭϰ͘Ϯ ϴϮ ϭϭ͘ϭ ϮϬϱ ϭϭ͘ϰ Ϯϰϭ Ϯϭ͘ϰ ϲϳϯ

ϭϲ͘ϴ

Ϯϱ͘ϱ

ϭϮ͘ϯ

džŝƐƚŝŶŐ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > ϰϵ͘ϰ ϰϰ ϰϴ͘ϲ ϵϲ d ϱϮ͘ϱ ϭϬϮ ϲϯ͘Ϭ ϭϳϱ Z ϰϳ͘ϯ ϳϮ ϰϲ͘ϯ ϭϱϯ t >ͬt d ϲϳ͘ϱ ϯϱϳ & ϭϳϱ͘ϯ ϰϯϬ t Z ϰϬ͘ϭ ϯϬϱ ϰϱ͘ϱ ϱϬϴ E > ϱϯ͘ϲ ϰϬϬ ϲϮ͘ϲ ϱϲ E d & ϭϮϭ͘ϱ ϭϬϲϭ ϱϮ͘ϰ ϰϬϵ E Z Ϭ͘ϭ ϰϮϱ Ϭ͘Ϯ ϮϴϮ ^ > ϱϬ͘ϳ Ϯϰϰ & Ϯϰϳ͘Ϯ ϰϳϲ ^ d Ϯϲ͘ϴ Ϯϰϰ ϯϵ͘ϵ ϰϭϵ ^ Z ϭϱ͘ϴ ϲϳ ϭϬ͘ϴ ϭϱϬ

Ϯ͘ ZŽƵƚĞ ϮϮϭͬ ŶƚĞƌƉƌŝƐĞ

sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ ŶƚĞƌƉƌŝƐĞ ŶƚĞƌƉƌŝƐĞ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

EPR, P.C.

ϲϯ͘ϵ

&

ϵϬ͘ϭ

džŝƐƚŝŶŐ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > ϱϲ͘ϭ ϭϰϯ ϲϴ͘ϵ ϭϰϵ dͬ Z ϱϳ͘ϳ Ϯϭϱ ϲϮ͘ϴ ϯϭϳ t > & ϭϯϲ͘Ϭ ϯϮϮ & ϵϲ͘ϴ ϱϱϳ t dͬt Z & ϭϮϵ͘ϱ ϯϬϬ & ϭϬϲ͘ϰ ϰϵϵ E > ϱϵ͘ϴ Ϯϭϰ ϳϮ͘Ϯ Ϯϰϵ E d ϯϴ͘ϵ ϰϭϴ ϰϴ͘ϵ ϰϳϮ E Z Ϯϯ͘ϲ ϮϮϱ ϯϰ͘ϯ ϭϯϮ ^ > & ϭϭϯ͘ϱ Ϯϱϳ & ϮϬϯ͘ϵ ϯϮϱ ^ d Ϯϭ͘ϯ Ϯϱϴ ϱϮ͘ϲ ϭϮϳϭ ^ Z ϭϳ͘ϭ ϲϴ Ϯϵ͘ϵ ϰϬϬ

ϰ͘ ZŽƵƚĞ ϮϮϭͬ'ƌĂǀĞƐ Dŝůů

'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

/Ed Z^ d/KE

ϱϰ͘ϰ

ϲϵ͘ϴ

ŽƚƚŽŶƚŽǁŶ ŽƚƚŽŶƚŽǁŶ s^ s^ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

ϲ͘ ZŽƵƚĞ ϮϮϭͬtLJŶĚĂůĞ

džŝƐƚŝŶŐ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ Ϯϰ͘ϳ ϰϯϮ ϮϬ͘ϴ ϯϲϳ ϮϮ͘ϳ ϭϰϱ ϭϬ͘ϵ ϭϵϵ ϯ͘ϵ ϭϵϰ ϲ͘ϳ ϮϯϮ ϰϲ͘Ϭ ϮϬϭ ϯϯ͘ϵ ϭϭϭ ϰϯ͘Ϭ ϭϮϱ ϯϮ͘ϲ ϭϭϭ

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ tLJŶĚĂůĞ tLJŶĚĂůĞ

dͬ Z t > t d E > E Z

ϯϬ͘ϯ

ϳ͘ ZŽƵƚĞ ϮϮϭͬ&ŽƌĞƐƚ ƌŽŽŬ

džŝƐƚŝŶŐ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϴ͘Ϭ ϭϭϲ Ϯϱ͘ϴ ϭϮϳ ϴ͘ϳ Ϯϯϭ ϱ͘ϲ Ϯϯϭ ϭϲ͘ϳ ϮϬϭ Ϯϱ͘ϴ ϲϯϴ ϴ͘ϳ ϵϳ ϳ͘ϭ ϭϬϬ ϭϴ͘ϰ ϳϰ ϯϮ͘ϭ ϮϮϴ ϭϳ͘ϳ ϴϳ ϯϮ͘ϵ ϭϬϬ

/Ed Z^ d/KE

> d t d t Z ^ > ^ Z

ϭϮ͘ϭ

Ϯϱ͘ϭ

/Ed Z^ d/KE

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ &ŽƌĞƐƚ ƌŽŽŬ &ŽƌĞƐƚ ƌŽŽŬ

ϮϮ͘ϲ

ϭϰ͘ϴ

ϮϬ͘ϱ

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϲ džŝƐƟŶŐ ;ϮϬϭϰͿ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ Cloverhill

Old Forest Road

Vista Center

:ĞīĞƌƐŽŶ ZŝĚŐĞ WĂƌŬǁĂLJ 1

221

6 7

Whitehall Drive

2

221

&ŽƌĞƐƚ ƌŽŽŬ ZŽĂĚ

9

tLJŶĚĂůĞ ƌŝǀĞ

10

8

ƌĞĞnjĞǁŽŽĚ ƌŝǀĞ 221

>LJŶĐŚďƵƌŐ džƉƌĞƐƐǁĂLJ

3

> ' E Žƌ

C or D

F

Gristmill

LOS for Movement

ŽƩŽŶƚŽǁŶ ZŽĂĚ

D WD

WD D

5 221

D WD

CVS

4

WD D

Graves Mill

>K^ ĨŽƌ /ŶƚĞƌƐĞĐƟŽŶ DͬWD

4

Graves Mill Road WŽƉůĂƌ &ŽƌĞƐƚ ĞŶƚĞƌ

3

Gristmill Drive Vista Center Drive Cloverhill Boulevard

ŽƩŽŶƚŽǁŶ

2 221

1

&ŽƌĞƐƚ ƌŽŽŬ

5

221

6

221

7

ŶƚĞƌƉƌŝƐĞ ƌŝǀĞ tLJŶĚĂůĞ

EPR, P.C.

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

Existing Multimodal Features 7KH H[LVWLQJ PXOWLPRGDO IHDWXUHV DORQJ WKH FRUULGRU ZHUH H[DPLQHG YLD SURIHVVLRQDO ¿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sidewalks are absent, walking paths are evident adjacent to the roadway demonstrating the critical need for sidewalks along the corridor. 1RQH RI WKH LQWHUVHFWLRQV LQ WKH FRUULGRU KDYH SHGHVWULDQ IHDWXUHV VXFK DV FURVVZDONV RU SHGHVWULDQ VLJQDOV Figure 7 illustrates where sidewalks currently exist. %XV VHUYLFH LV SURYLGHG DORQJ 5RXWH E\ 5RXWHV DQG ,Q %HGIRUG &RXQW\ WKUHH EXV VWRSV VHUYH %XV 5RXWH EHWZHHQ (QWHUSULVH 'ULYH DQG *UDYHV 0LOO 5RDG ,Q WKH &LW\ RI /\QFKEXUJ HLJKW EXV VWRSV DUH ORFDWHG EHWZHHQ WKH /\QFKEXUJ ([SUHVVZD\ DQG )RUHVW %URRN 5RDG VHUYLQJ 5RXWHV DQG 1RQH RI WKH EXV VWRSV KDYH VLGHZDONV RU EXV VKHOWHUV Figure 8 provides an illustration of existing bus routes and bus stops along the corridor.

EPR, P.C.

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϳ džŝƐƟŶŐ ^ŝĚĞǁĂůŬƐ

&ŽƌĞƐƚ ƌŽŽŬ ZĚ

ŽƩŽŶƚŽǁŶ ZĚ

>LJŶĐŚďƵƌŐ džƉLJ

Graves Mill Rd

> ' E ŶƚĞƌƉƌŝƐĞ ƌ

EPR, P.C.

([LVWLQJ 6LGHZDONV

1

E sting i Conditions

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA &ŝŐƵƌĞ ϴ džŝƐƟŶŐ dƌĂŶƐŝƚ ^ƚŽƉƐ ĂŶĚ ZŽƵƚĞƐ

&ŽƌĞƐƚ ƌŽŽŬ ZĚ

ŽƩŽŶƚŽǁŶ ZĚ

>LJŶĐŚďƵƌŐ džƉLJ

Graves Mill Rd

> ' E ([LVWLQJ 7UDQVLW 5RXWHV ŶƚĞƌƉƌŝƐĞ ƌ

EPR, P.C.

([LVWLQJ 7UDQVLW 6WRSV $ORQJ 5RXWH

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&UDVK $QDO\VLV 9'27 SURYLGHG FUDVK GDWD IRU WKH SHULRG IURP -DQXDU\ WR 'HFHPEHU 7KLV GDWD ZDV VXPPDUL]HG PDSSHG DQG DQDO\]HG 2YHU WKH WKUHH \HDU SHULRG DQDO\]HG UHDU HQG OHIW WXUQ DQG ULJKW DQJOH FROOLVLRQV ZHUH WKH WKUHH PRVW FRPPRQ W\SHV RI FUDVKHV WR RFFXU DORQJ WKH FRUULGRU 2WKHU W\SHV RI FUDVKHV WKDW RFFXUUHG DORQJ WKH FRUULGRU LQ LQFOXGH KHDG RQ VLGH VZLSH Âż[HG REMHFW DQG FROOLVLRQV ZLWK deer. )LJXUHV $ Âą - provide a graphical representation of the crashes. %DVHG RQ WKH FUDVK KLVWRU\ WKH LQWHUVHFWLRQV &RWWRQWRZQ 5RDG *ULVWPLOO 'ULYH DQG WKH /\QFKEXUJ ([SUHVVZD\ ZLWK 5RXWH KDYH WKH KLJKHVW LQWHUVHFWLRQ FUDVK UDWHV DQG WKH VHFWLRQV EHWZHHQ *ULVWPLOO 'ULYH *UDYHV 0LOO 5RDG *UDYHV 0LOO 5RDG &RWWRQWRZQ 5RDG DQG &RWWRQWRZQ 5RDG :D\QH 'ULYH KDYH WKH KLJKHVW FRUULGRU FUDVK UDWHV :KHQ FRPSDUHG ZLWK WKH 9LUJLQLD VWDWHZLGH DYHUDJH IRU VLPLODU URDGZD\V RYHUDOO 5RXWH LV VLPLODU WR RWKHU SULPDU\ URXWHV WKURXJKRXW the state. Table 2 VKRZV WKH FUDVK LQMXU\ DQG IDWDOLW\ UDWHV SHU PLOOLRQ YHKLFOH PLOHV WUDYHOHG 907 IRU 5RXWH DQG WKH SULPDU\ route statewide average. dÄ‚Ä?ĹŻÄž ĎŽ WĆŒĹ?ĹľÄ‚ĆŒÇ‡ ZŽƾƚĞ ĆŒÄ‚Ć?Ĺš ZĂƚĞ ŽžĆ‰Ä‚ĆŒĹ?Ć?ŽŜ Route 221 (2010 - 2012)

9$ 3ULPDU\ 5RXWH 6WDWHZLGH $YHUDJH

Crash Rate

272

271

Injury Rate

Fatality Rate

)LJXUHV $ Âą ' SURYLGH LOOXVWUDWLRQV RI FRUULGRU FUDVK UDWHV DV VXPPDUL]HG IURP WKH FUDVK KLVWRU\ DQG )LJXUHV $ Âą ' provide LOOXVWUDWLRQV RI WKH LQWHUVHFWLRQ FUDVK UDWHV VXPPDUL]HG IURP WKH FUDVK KLVWRU\ While the corridor overall is comparable to the statewide DYHUDJH ÂżYH RI WKH QLQH VHJPHQWV H[FHHG WKH VWDWHZLGH DYHUDJH DQG WKH VHJPHQW EHWZHHQ *ULVWPLOO 'ULYH DQG *UDYHV 0LOO 5RDG is 2.5 times higher. &Ĺ?Ĺ?ĆľĆŒÄž Ď­ĎŽ ZŽƾƚĞ ĎŽĎŽĎ­ ĆŒÄ‚Ć?Ĺš ZĂƚРǀĆ? ĆŒĹ?Ç€ÄžÇ Ä‚Ç‡ ZĂƚĞ 2QH UHDVRQ WKH FUDVK UDWH LV KLJKHU WKDQ ZRXOG EH H[SHFWHG LQ FHUWDLQ VHJPHQWV RI Route 221 is the lack of access management. Figure 12 on the right is a graph of WKH FUDVK UDWH YV WKH GULYHZD\ UDWH RU QXPEHU RI DFFHVV SRLQWV SHU PLOH :LWK WZR H[FHSWLRQV VHJPHQWV DQG WKHUH LV D GLUHFW FRUUHODWLRQ EHWZHHQ WKH LQFUHDVH LQ crash rate and the increase in the number of driveways. Therefore, the fewer driveways, the safer the roadway. The most likely reason for the two inconsistencies is the length RI WKHVH VHJPHQWV 6HJPHQWV DQG DUH DQG PLOHV ORQJ UHVSHFWLYHO\ 7KH DYHUDJH OHQJWK RI WKH RWKHU VHYHQ VHJPHQWV LV PLOHV 7KH UHDVRQ WKH OHQJWK RI WKH VHJPHQW LV VLJQLÂżFDQW LV EHFDXVH WKH ORQJHU WKH VHJPHQW LV WKH OHVV FRQVLVWHQW WKH driveway spacing and density are. EPR, P.C.

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ ƌĂƐŚ ,ŝƐƚŽƌLJ Cloverhill Blvd (Route 1483)

261 287 59 Forest Rd (Route 221)

0

36

72

108

144 FT.

0

36

72

108

144 FT.

First Bank & Trust

175

Vista Centre Dr 54

3

13

55

52 325

Forest Rd (Route 221) 253

290 79

25

7

119 237

118

251

18 318 57 158 221 228

80

71 103 210

77

140

260

Enterprise Dr (Route 1415)

Walgreens 70

200 feet south on Route 1415

75

0.1 miles south on Route 1415

144

0.1 miles south on Route 1415

154

200 feet south on Route 1415

168

350 feet south on Route 1415

242

200 feet south on Route 1415

1

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ ƌĂƐŚ ,ŝƐƚŽƌLJ

Forest Rd (Route 221) deer

88

Walgreens

0

36

72

108

144 FT.

Poplar Forest Center

Jiffy Lube Good Year Auto Service Center

176 73

Forest Rd (Route 221) 6 1 278 113 215

Exxon

74 232 M & M Cleaners

8 137 Dr. Norman M. Kahn Optometrist

Lynchburg Renting

0

36

72

108

144 FT.

Forest Dale Dr (Route 1421)

2

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ ƌĂƐŚ ,ŝƐƚŽƌLJ Forest Cove 1 Center

Forest Cove 1 Center

Forest Cove 1 Center

Forest Cove 1 Center

Marathon Gas

Poplar Forest Center

321 62 185 49 98

34

56 61 167

99 225

51 2 284

255 101 184 200 305

66

229

112 267

257 258 296

22 183 199

177

230

197

172

110

116 139 157 274 289 291

69 268

207

281

33 Forest Rd (Route 221)

Exxon

165 104 128

Gristmill Dr (Route 1426)

0.1 miles south on Route 1426

Wash-N-Go Car Wash

Graves Mill Rd

48 202

152 86 155

222

37 142 223

304

30 147

87

181 245

319

0

36

72

108

144 FT.

Retail Center

Harris Tire

68 282 234

102

Graves Mill Center

Meineke Car Care Center

235

Marathon Gas

SunTrust

McDonald

220 feet south on Route 1426

222

Burger King

Wells Fargo

BB&T

48 202

216

122

76 275

107 159 174 191 273 124

131 246

262

171 182

85 238

263

Forest Rd (Route 221) Forest Crossing

14 45

84 279 97

Produce Outlet

Shiloh United Methodist Church 162 166 326

Graves Mill Rd (Route 1425)

26 50 64

0.1 miles south on Route 1425 0.1 miles south on Route 1425 0.1 miles south on Route 1425

90 100 111

300 feet south on Route 1425

130

0.1 miles south on Route 1425

0.1 miles south on Route 1425

170

0.1 miles south on Route 1425

200 feet south on Route 1425

286

0.2 miles south on Route 1425

303

0.1 miles south on Route 1425

0

36

72

108

144 FT.

3

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

21

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ ƌĂƐŚ ,ŝƐƚŽƌLJ Goodwill Store & Donation Center

Business Center Curtains Blinds & Bath

deer

163

221 Business Center

109

Forest Rd (Route 221) 133 196 283 149

95

206 208 Grainger

240 Van Go Rentals

Animal Medical Center

Graves Mill Storage

0

36

72

108

144 FT.

Baughman & Associate LLC

Lake Forest Animal Hospital

Lynchburg Mazda & Nissan

Cottontown Rd (Route 621)

96 Forest Rd (Route 221) 46 218 324

Kerr Tire & Automotive

214

31 38 40 161 190 192 270 327

19 65 67

195

36

248 134

121 217 227 252 299

4

146 186 204 205 211 213 226 233 309

94 138 314

23

9 CVS

Duke Ln Millners Dr

Pawn Solutions

0

36

72

108

144 FT.

Majestic Auto Sales

4

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

22

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ ƌĂƐŚ ,ŝƐƚŽƌLJ

Dr. Frank Villa Optometrist

Woodberry Square Pl

Claymont Dr Forest Rd (Route 221) deer

219

5 239 42

20 307

293 187 81

125 212 288 Palm Reader & Tarot Card Reading Tech Know Computer Center

Woodberry Ln (Route 1475) Subway

Maple Hills Dr (Route 1474)

Hunt's Barber Shop

Scott Mulch & More

0

36

72

108

144 FT.

Auto Xtras

Royal Autos Bedford County Farm Bureau Forest Rd (Route 221)

12 127

Bobby Cash Automotive Consultants

294

83

156 105 114

15 deer

deer

173 306

254

269

82

pedestrian

194

120

126 Beacon Credit Union Bryant Rd (Route 873)

The Kitchen and Bath Company

Wayne Dr (Route 874)

Houses

0

36

72

108

144 FT.

Apartment

5

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ& ƌĂƐŚ ,ŝƐƚŽƌLJ Pleasant View Baptist Church Davis Heating & Cooling Carrier Dealer Terry Subaru Terry Subaru 276

264

Forest Rd (Route 221)

0

36

72

108

144 FT.

36

72

108

144 FT.

Travel Lovers Cottonwood Rd

Pleasant View Baptist Church

Staton & Son Auto Services Forest Rd (Route 221)

272 298

Phillips Cir (Route 898)

323

322

Allstate Insurance Lawson-Fitzgerald Garage 0 City Boundary Line

6

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ' ƌĂƐŚ ,ŝƐƚŽƌLJ City Boundary Line

0

Lynchburg True Value

36

72

108

144 FT.

Lynchburg True Value

Forest Rd (Route 221) Radio Ln 266

198

285

Sheetz

179 deer

117

89 93 141

Berglund Luxury Auto

106 317

193 250

Southern Air Inc

Berglund Luxury Auto Billy Craft Chrysler Jeep Hyundai

Jefferson Ridge Pwky

Uncle Bob's Self Storage

Lynchburg Fire Station

Nutrition Solutions

Sheetz 47 249 106

317

250

160

58 29 201

151

320

129

Forest Rd (Route 221)

BRC Co Inc 0 Uncle Bob's Self Storage

Restaurant

36

72

108

144 FT.

Jefferson Ridge Pwky

7

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ, ƌĂƐŚ ,ŝƐƚŽƌLJ Old Forest Rd (Route 501)

Peace St

243

123 188

Billy Craft Honda

271 297

313

Lakeside Dr (Route 221)

145 259 41 300

148

244

Church

44 265 Church

302 312 32 143 203 295

316 277

220 280

292

224

209

315

Dodge Auto Dodge Auto Wilco-Hess

35 136 164 189

Wilco-Hess 16

10

0

36

72

108

144 FT.

36

72

108

144 FT.

Lynchburg Expy (Route 501)

Whitehall Rd

17 27 63 24 53

108 178

Lakeside Dr (Route 221) Modern Buildings Inc

Modern Buildings Inc

0

8

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ/ ƌĂƐŚ ,ŝƐƚŽƌLJ 0

36

72

108

144 FT.

Countryplace Ln Zip Gas

Zip Gas

Restaurant

Restaurant

Sandrof Auto Body

Sandrof Auto Body

Cemetery

Lakeside Dr (Route 221) 28

21

311

Parking Lot

308

236

Club 2337

Club 2337

Residences

Hands-on Massage

W & W Novelty Co

Vision Marketing

Residences

Fresh Air Natural Food

Office Building

Roses Computers

LBM Office Solutions

Blue Ridge Soccer and Sports

132 301 deer

135

Lakeside Dr (Route 221)

180

Wyndale Dr Moose Lodge

0

Residences

36

72

108

144 FT.

9

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&ŝŐƵƌĞ ϵͲ: ƌĂƐŚ ,ŝƐƚŽƌLJ Marathon Gas

Ranch Road BBQ

Drowsy Poet Little Dickens

Lakeside Dr (Route 221)

115

39

91

Retail Center

231 Commercial Glass & Plastics

0

36

72

108

144 FT.

0

36

72

108

144 FT.

Forest Brook Rd Ace Hardware & Gun Store

241

Marathon Gas Ranch Road BBQ

310 247

153 115

256

78

72 92 169 43

150

11

Lakeside Dr (Route 221)

60

39

Retail Center

Retail Center

Wyndale Dr

10

LEGEND VEHICLE PATH

REAR-END COLLISION

BACKING VEHICLE

HEAD-ON COLLISION

LEFT TURN COLLISION

PEDESTRIAN PATH

SIDE SWIPE

RIGHT ANGLE COLLISION

FIXED OBJECT

EPR, P.C.

OUT OF CONTROL

OVERTURNED VEHICLE

1

CRASH REFERENCE

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&Ĺ?Ĺ?ĆľĆŒÄž ϭϏͲ Ĺ˝ĆŒĆŒĹ?ÄšĹ˝ĆŒ ĆŒÄ‚Ć?Ĺš ZĂƚĞ ^ƾžžÄ‚ĆŒÇ‡ Section 1 Crash Rate ,QMXU\ 5DWH )DWDOLW\ 5DWH

172

'ULYHZD\ 5DWH

Crash Rate

172

272 271

,QMXU\ 5DWH

Fatality Rate

Section 2 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

'ULYHZD\ 5DWH

Crash Rate 272 271

Cloverhill Blvd

,QMXU\ 5DWH

Fatality Rate

Section 3 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

'ULYHZD\ 5DWH

Crash Rate

,QMXU\ 5DWH

272 271

Fatality Rate

*UDYHV 0LOO 5G

Vista Center Dr

(QWHUSULVH 'U

*ULVWPLOO 'U

PLOH

PLOH

*UDYHV 0LOO 5G

PLOH

Crash, Injury, Fatality Rate 3HU 0LOOLRQ 907 5RXWH $YHUDJH 5DWH &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH 6WDWHZLGH 3ULPD\ 5RXWH $YHUDJH 5DWH /DQH &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH 9'27 <HDU

/(*(1'

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6HFWLRQ 5DWH

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Route 221 Average Rate

6WDWHZLGH 3ULPDU\ 5RXWH $YHUDJH 5DWH

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

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'ULYHZD\ 5DWH

Crash Rate

,QMXU\ 5DWH

272 271

Section 5

Fatality Rate

&UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

'ULYHZD\ 5DWH

Crash Rate

272 271

*UDYHV 0LOO 5G

,QMXU\ 5DWH

Fatality Rate

Cottontown Rd

:D\QH 'U

*UDYHV 0LOO 5G

PLOH

PLOH

Crash, Injury, Fatality Rate 3HU 0LOOLRQ 907 5RXWH $YHUDJH 5DWH &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH 6WDWHZLGH 3ULPD\ 5RXWH $YHUDJH 5DWH /DQH &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH 9'27 <HDU

/(*(1'

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6HFWLRQ 5DWH

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Route 221 Average Rate

6WDWHZLGH 3ULPDU\ 5RXWH $YHUDJH 5DWH

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&Ĺ?Ĺ?ĆľĆŒÄž ϭϏͲ Ĺ˝ĆŒĆŒĹ?ÄšĹ˝ĆŒ ĆŒÄ‚Ć?Ĺš ZĂƚĞ ^ƾžžÄ‚ĆŒÇ‡ Section 6 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

'ULYHZD\ 5DWH

,QMXU\ 5DWH

Crash Rate

272 271

Section 7

Fatality Rate

&UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

'ULYHZD\ 5DWH

Crash Rate 272

271

,QMXU\ 5DWH

122

Fatality Rate

-HIIHUVRQ 5LGJH 3NZ\

:D\QH 'U

2OG )RUHVW 5G

%UHH]HZRRG 'U

/\QFKEXUJ ([S\

PLOH

PLOH

Crash, Injury, Fatality Rate 3HU 0LOOLRQ 907 5RXWH $YHUDJH 5DWH &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH 6WDWHZLGH 3ULPD\ 5RXWH $YHUDJH 5DWH /DQH &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH 9'27 <HDU

/(*(1'

EPR, P.C.

6HFWLRQ 5DWH

)7

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Table XX VXPPDUL]HV WKH FUDVK UDWH FDOFXODWLRQ

Route 221 Average Rate

6WDWHZLGH 3ULPDU\ 5RXWH $YHUDJH 5DWH

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&Ĺ?Ĺ?ĆľĆŒÄž ϭϏͲ Ĺ˝ĆŒĆŒĹ?ÄšĹ˝ĆŒ ĆŒÄ‚Ć?Ĺš ZĂƚĞ ^ƾžžÄ‚ĆŒÇ‡ Section 8 Crash Rate ,QMXU\ 5DWH )DWDOLW\ 5DWH

121

'ULYHZD\ 5DWH

,QMXU\ 5DWH

Crash Rate

121

272

Section 9

Fatality Rate

'ULYHZD\ 5DWH

Crash Rate

&UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

272

,QMXU\ 5DWH

Fatality Rate

2OG )RUHVW 5G

Forest Brook Rd

/\QFKEXUJ ([S\

:\QGDOH 'U :HVW

PLOH

PLOH

Crash, Injury, Fatality Rate 3HU 0LOOLRQ 907 5RXWH $YHUDJH 5DWH &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH 6WDWHZLGH 3ULPD\ 5RXWH $YHUDJH 5DWH /DQH &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH 9'27 <HDU

/(*(1'

EPR, P.C.

6HFWLRQ 5DWH

)7

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Table XX VXPPDUL]HV WKH FUDVK UDWH FDOFXODWLRQ

Route 221 Average Rate

6WDWHZLGH 3ULPDU\ 5RXWH $YHUDJH 5DWH

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&Ĺ?Ĺ?ĆľĆŒÄž ϭϭͲ /ĹśĆšÄžĆŒĆ?ÄžÄ?Ć&#x;ŽŜ ĆŒÄ‚Ć?Ĺš ZĂƚĞ ^ƾžžÄ‚ĆŒÇ‡

Intersection 1 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

Cloverhill Blvd

Intersection 2 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

Intersection 3 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

*UDYHV 0LOO 5G

Vista Center Dr

(QWHUSULVH 'U

*ULVWPLOO 'U

*UDYHV 0LOO 5G

Crash, Injury, Fatality Rate 3HU 0LOOLRQ (QWHULQJ 9HKLFOHV

EPR, P.C.

Table XX VXPPDUL]HV WKH LQWHUVHFWLRQ FUDVK UDWH FDOFXODWLRQ

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&Ĺ?Ĺ?ĆľĆŒÄž ϭϭͲ /ĹśĆšÄžĆŒĆ?ÄžÄ?Ć&#x;ŽŜ ĆŒÄ‚Ć?Ĺš ZĂƚĞ ^ƾžžÄ‚ĆŒÇ‡

Intersection 4 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

*UDYHV 0LOO 5G

Intersection 5 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

Cottontown Rd

*UDYHV 0LOO 5G

Crash, Injury, Fatality Rate 3HU 0LOOLRQ (QWHULQJ 9HKLFOHV

EPR, P.C.

Table XX VXPPDUL]HV WKH LQWHUVHFWLRQ FUDVK UDWH FDOFXODWLRQ

)7

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

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Intersection 6 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

Intersection 7

&UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

-HIIHUVRQ 5LGJH 3NZ\

2OG )RUHVW 5G

%UHH]HZRRG 'U

/\QFKEXUJ ([S\

Crash, Injury, Fatality Rate 3HU 0LOOLRQ (QWHULQJ 9HKLFOHV

EPR, P.C.

Table XX VXPPDUL]HV WKH LQWHUVHFWLRQ FUDVK UDWH FDOFXODWLRQ

)7

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

E sting i Conditions

&Ĺ?Ĺ?ĆľĆŒÄž ϭϭͲ /ĹśĆšÄžĆŒĆ?ÄžÄ?Ć&#x;ŽŜ ĆŒÄ‚Ć?Ĺš ZĂƚĞ ^ƾžžÄ‚ĆŒÇ‡

Intersection 8 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

:KLWHKDOO 5G

Intersection 9

&UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

Intersection 10 &UDVK 5DWH ,QMXU\ 5DWH )DWDOLW\ 5DWH

Forest Brook Rd

:\QGDOH 'U (DVW

Crash, Injury, Fatality Rate 3HU 0LOOLRQ (QWHULQJ 9HKLFOHV

EPR, P.C.

Table XX VXPPDUL]HV WKH LQWHUVHFWLRQ FUDVK UDWH FDOFXODWLRQ

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

4.

EPR, P.C.

Access Management

Access

anage ent

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Access

anage ent

$FFHVV 0DQDJHPHQW $FFHVV PDQDJHPHQW LV WKH SURFHVV RI PDQDJLQJ DFFHVV WR SURSHUW\ ZKLOH SUHVHUYLQJ WKH ÀRZ RI WUDI¿F RQ WKH URDGZD\ %RWK SURSHUW\ RZQHUV DQG URDGZD\ XVHUV KDYH D ULJKW WR URDGZD\ IDFLOLWLHV 3URSHUW\ RZQHUV KDYH D ULJKW WR DFFHVV ZKLOH GULYHUV KDYH D ULJKW WR VDIHW\ DQG WUDQVSRUW 0DQDJLQJ DFFHVV RI URDGZD\V VLJQL¿FDQWO\ DIIHFWV WKH RSHUDWLRQ DQG VDIHW\ RI WKH IDFLOLW\ $V QRWHG LQ WKH SULRU VHFWLRQ RI WKLV UHSRUW WKHUH LV D GLUHFW FRUUHODWLRQ EHWZHHQ WKH QXPEHU RI FUDVKHV DQG WKH QXPEHU RI GULYHZD\V RQ D URDGZD\ FRQ¿UPHG E\ FRXQWOHVV studies in addition to the Route 221 data. 7KH JRDOV RI DFFHVV PDQDJHPHQW SHU 9'27œV $FFHVV 0DQDJHPHQW 'HVLJQ 6WDQGDUGV DUH WR ‡ ‡ ‡ ‡ ‡

(QKDQFH SXEOLF VDIHW\ 5HGXFH WUDIÂżF FRQJHVWLRQ 6XSSRUW HFRQRPLF GHYHORSPHQW 5HGXFH WKH QHHG IRU QHZ KLJKZD\V DQG URDGZD\ ZLGHQLQJ DQG 3UHVHUYH WKH LQYHVWPHQW LQ QHZ KLJKZD\V

$FFHVV 0DQDJHPHQW 2YHUYLHZ DQG 3ULQFLSOHV $FFHVV PDQDJHPHQW LV WKH FRQWURO RI WKH ORFDWLRQ VSDFLQJ GHVLJQ DQG RSHUDWLRQ RI GULYHZD\V PHGLDQ RSHQLQJV DQG WUDIÂżF VLJQDOV LQ RUGHU WR SURYLGH DFFHVV WR SURSHUW\ ZKLOH SUHVHUYLQJ WKH VDIHW\ DQG HIÂżFLHQF\ RI WKH WUDQVSRUWDWLRQ V\VWHP 7KH JRDOV RI LPSURYLQJ VDIHW\ DQG RSHUDWLRQ RI D URDGZD\ WKURXJK DFFHVV PDQDJHPHQW DUH DFKLHYHG E\ IROORZLQJ NH\ HVWDEOLVKHG WUDIÂżF HQJLQHHULQJ DQG SODQQLQJ principles discussed below.

Follow the Established Roadway Hierarchy 9'27 HVWDEOLVKHV D IXQFWLRQDO FODVVLÂżFDWLRQ IRU HDFK IDFLOLW\ LW PDLQWDLQV 7KLV FODVVLÂżFDWLRQ UHODWHV to the purpose of the roadway and its characteristics. Roadways provide both travel mobility and access to property which relate inversely to one another. For example, the greater the access allowed, the less mobility a roadway can provide as illustrated in Figure 13. &ODVVLÂżHG DV D PLQRU DUWHULDO 5RXWH LV LQWHQGHG WR VHUYH WUDIÂżF ZLWK FDUHIXOO\ FRQWUROOHG DFFHVV 2YHU WLPH DV GHYHORSPHQW KDV RFFXUUHG DORQJ 5RXWH PRUH DQG PRUH DFFHVV SRLQWV have been constructed with little restriction.

&Ĺ?Ĺ?ĆľĆŒÄž Ď­ĎŻ Ä?Ä?ÄžĆ?Ć? Ç€Ć? DĹ˝Ä?Ĺ?ĹŻĹ?ƚLJ EPR, P.C.

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Access

anage ent

3URYLGH 6SDFH %HWZHHQ &RQĂ€LFW $UHDV &RQĂ€LFW DUHDV RFFXU ZKHUH YHKLFOH SDWKV LQWHUVHFW DV VHHQ DW LQWHUVHFWLRQV ,QFUHDVLQJ WKH VSDFLQJ EHWZHHQ FRQĂ€LFW DUHDV LQFUHDVHV WKH RYHUDOO VDIHW\ RI D FRUULGRU E\ SURYLGLQJ PRUH WLPH IRU YHKLFOHV WR SHUFHLYH HDFK LQGLYLGXDO FRQĂ€LFW DUHD 9'27ÂśV PLQLPXP VSDFLQJ VWDQGDUGV DUH EDVHG RQ WKH IXQFWLRQDO FODVVLÂżFDWLRQ RI WKH URDGZD\ DQG SRVWHG VSHHG OLPLW 7KH 9'27 VWDQGDUG IRU 5RXWH EDVHG RQ LWV FODVVLÂżFDWLRQ DV D PLQRU DUWHULDO ZLWK D SRVWHG VSHHG OLPLW RI PSK LV VKRZQ LQ Table 3 and illustrated in Figure 14 below. dÄ‚Ä?ĹŻÄž ĎŻ s Kd /ĹśĆšÄžĆŒĆ?ÄžÄ?Ć&#x;ŽŜ ^ƉĂÄ?Ĺ?ĹśĹ? ^ĆšÄ‚ĹśÄšÄ‚ĆŒÄšĆ?

Functional Class

Posted Speed Limit (mph)

0LQRU $UWHULDO

Minimum Centerline to Centerline Spacing (feet) Unsignalized )XOO (QWUDQFHV WR 2WKHU Intersections Full Entrances or to Signalized Intersections Intersections

Signalized Intersections to 2WKHU 6LJQDOL]HG Intersections

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660’

250’

250’

250’

470’

1050’

Minor

EPR, P.C.

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

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Cloverhill Boulevard

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9

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221

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4

Graves Mill Road

221

3

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589/1216 190/267

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5

898/707 14/14

221 221

6 69/60 222/197

221 21/21

2

53/255 885/1632

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10

221

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98/207 50/114

221

603/374

81/122 205/256 28/54

32/37 1350/1087

4

80/82 619/1222

7 114/105 930/820

221

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

6.

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6.

Public Process

Public Process

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EPR, P.C.

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Public Process

Enforcement ‡ 5HG OLJKW UXQQLQJ LV D SUREOHP ± ‡ /DFN RI QHHGHG VSHHG HQIRUFHPHQW ± Bicycle ‡ $GG ELNH ODQHV ± ‡ $GG VKDUH WKH URDG VLJQV Improvements ‡ :LGHQ ODQH VHFWLRQ WR ODQHV ± ‡ 1HZ WUDI¿F OLJKWV QHHGHG ± .URJHU :D\QH 'ULYH JHQHUDO ‡ %XLOG RYHUSDVV DW ± ‡ /LJKWLQJ LV QHHGHG ± ‡ ([WHQG (QWHUSULVH 'ULYH OHIW WXUQ ODQH VR ERWK VDPH OHQJWK ‡ &KDQJH *UDYHV 0LOO 5RDG ODQH FRQ¿JXUDWLRQ WR GXDO QRUWKERXQG OHIWV DQG ULJKW ODQH DOORZLQJ OHIW VWUDLJKW ULJKW ‡ :LGHQ WR ODQHV ‡ $GG WXUQ ODQH WR %HGIRUG &RXQW\ 5HF\FOH &HQWHU ‡ ([WHQG :\QGKXUVW OHIW WXUQ ODQH ‡ $GG VORZHU WUDI¿F NHHS ULJKW VLJQV ‡ $GG VLJQ DW &RWWRQWRZQ 5RDG ³1R /HIW 7XUQ DIWHU *UHHQ $UURZ´ ‡ $GG H[LW UDPSV DW LQWHUVHFWLRQV Miscellaneous ‡ 6FKRRO EXV VWRS DW *DEOHV 'ULYH EDFNV XS WUDI¿F DQG LV MXVW RYHU KLOO VR KDUG WR VHH ‡ 6LJQV REVWUXFW VLJKW OLQHV DW -LII\ /XEH DQG )DWKHU¶V 7DEOH &DIp ‡ 3URMHFW VLJQV VROLFLWLQJ IHHGEDFN DUH GLVWUDFWLQJ DQG XQVDIH ± ‡ 'LVFRXUDJH FXW WKUX WKDW XVHV %DWHPDQ %ULGJH WR IURP ‡ ([SDQG VWXG\ WR ‡ 0DLQWHQDQFH ± VWULSLQJ QRW UHÀHFWLYH ZKHQ GDUN DQG UDLQLQJ ‡ 1R LPSURYHPHQWV QHFHVVDU\ ± GR QRW ZDQW WR EH ERWKHUHG E\ FRQVWUXFWLRQ ‡ *DEOHV 'HYHORSPHQW WUDI¿F LPSDFW ZLOO ZRUVHQ SUREOHPV ‡ 3ODFHPHQW RI WKH &ORYHUKLOO VLJQDO ZKHUH YLVLELOLW\ LV OLPLWHG ZHVWERXQG GXH WR KLOO LV SUREOHPDWLF

EPR, P.C.

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

7.

EPR, P.C.

Reco

ended

ro e ents

Recommended Improvements

2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

7.

Reco

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EPR, P.C.

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

ro e ents

dĂďůĞ ϲ ϮϬϭϰ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ͕ ĞůĂLJƐ ĂŶĚ YƵĞƵĞƐ ǁŝƚŚ ŽŽƌĚŝŶĂƚĞĚ ^ŝŐŶĂů KƉĞƌĂƟŽŶ ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >ͬ d ϱϭ͘ϵ ϯϯϮ ϳϭ͘ϯ Ϯϱϰ Z Ϯϲ͘ϯ ϭϰϮ ϯϱ͘ϴ ϭϮϱ t > ϱϴ͘ϰ ϱϵ ϳϮ͘ϯ ϱϴ t dͬt Z ϱϭ͘ϴ ϱϮ ϲϱ͘ϴ ϱϯ E > ϰ͘ϰ ϲϮ ϯϭ͘ϭ Ϯϳϭ E dͬE Z ϲ͘ϳ Ϯϭϲ ϵ͘ϭ Ϯϱϭ ^ > ϯ͘ϳ ϰϬ ϰ͘ϰ ϭϴϵ ^ d ϲ͘ϭ Ϯϴϱ ϭϭ͘Ϯ ϰϵϳ ^ Z ϭ͘ϴ ϭϬϴ Ϯ͘ϳ ϯϬϮ

ϱ͘ ZŽƵƚĞ ϮϮϭͬ ŽƚƚŽŶƚŽǁŶ

ϭ͘ ZŽƵƚĞ ϮϮϭͬ ůŽǀĞƌŚŝůů

ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

E >ͬE d E Z ^ >ͬ^ d ^ Z > d Z t > t d t Z

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϱϯ͘Ϭ Ϯϰ ϲϴ͘ϴ ϰϮ ϱϭ͘ϵ ϭϰ ϲϱ͘ϯ Ϯϭ ϱϯ͘ϭ ϰϰ ϲϴ͘Ϯ ϴϱ ϱϬ͘ϯ ϭϲ ϲϮ͘ϲ ϯϵ ϯ͘ϴ Ϯϴ ϴ͘Ϭ Ϯϱ ϵ͘ϭ ϭϱϯ ϲ͘Ϯ ϭϯϰ ϰ͘Ϭ ϭϭ ϰ͘ϭ ϱ ϭ͘ϴ ϭϬ Ϯ͘ϲ ϳ ϰ͘ϴ ϭϰϬ ϯ͘ϯ Ϯϯϯ ϯ͘ϳ Ϯϴ Ϭ͘ϳ ϮϮ

ϯ͘ ZŽƵƚĞ ϮϮϭͬ'ƌŝƐƚŵŝůů

ĞŶƚĞƌ ĞŶƚĞƌ 'ƌŝƐƚŵŝůů 'ƌŝƐƚŵŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

>ͬ d Z t > t Z E > E d E Z ^ > ^ dͬ^ Z

/Ed Z^ d/KE /Ed Z^ d/KE

ϴ͘Ϯ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϱϮ͘ϯ ϳϰ ϲϱ͘ϴ ϴϬ ϱϬ͘ϰ ϲϮ ϲϯ͘ϴ ϲϯ ϲϭ͘ϴ Ϯϯϱ ϲϲ͘ϲ ϱϰϱ ϯϳ͘ϴ ϭϱϬ ϯϰ͘Ϯ ϭϳϱ Ϯ͘ϴ ϳϯ ϭϰ͘Ϯ ϱϰ ϯ͘ϱ Ϯϲϴ ϭϬ͘ϱ ϭϴϯ Ϭ͘Ϭ ϳϴ Ϭ͘ϲ ϳϲ ϳ͘ϴ ϱϮ ϱ͘ϳ ϭϳϬ ϲ͘ϰ ϭϴϰ ϳ͘Ϭ ϯϵϬ

ϴ͘ϰ

ϭϱ͘ϯ

ϲ͘ϵ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > ϱϬ͘ϭ ϲϮ ϱϵ͘ϴ ϭϭϰ d ϱϰ͘ϲ ϵϰ & ϭϯϮ͘ϱ Ϯϲϭ Z ϰϳ͘ϱ ϳϬ ϱϱ͘ϵ ϭϳϬ t >ͬt d ϳϰ͘Ϭ ϯϵϴ & ϭϭϭ͘ϴ ϰϬϬ t Z ϰϵ͘ϳ ϰϲϮ ϰϲ͘ϲ ϯϱϯ E > ϰϴ͘ϲ ϭϵϬ ϲϲ͘ϭ ϭϱϱ E d ϰϴ͘ϲ ϰϰϲ & ϴϱ͘ϲ ϱϱϳ E Z Ϭ͘ϭ ϮϳϮ Ϭ͘Ϯ ϰϮϰ ^ > & ϴϳ͘ϯ ϮϮϱ ϳϴ͘Ϯ ϰϯϭ ^ d ϮϬ͘Ϯ Ϯϭϵ ϯϭ͘ϭ ϯϱϲ ^ Z ϭϵ͘ϱ ϱϵ ϳ͘Ϯ ϯϯ

Ϯ͘ ZŽƵƚĞ ϮϮϭͬ ŶƚĞƌƉƌŝƐĞ

sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ ŶƚĞƌƉƌŝƐĞ ŶƚĞƌƉƌŝƐĞ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

EPR, P.C.

ϰϴ͘ϵ

ϲϭ͘ϱ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > ϳϬ͘ϲ ϭϰϵ & ϵϱ͘ϴ ϭϰϵ dͬ Z & ϴϮ͘Ϭ ϮϱϮ ϳϭ͘ϲ Ϯϱϰ t > & ϴϯ͘ϭ ϯϬϵ ϳϲ͘ϯ ϰϵϳ t dͬt Z ϳϱ͘ϴ ϯϭϱ & ϴϭ͘Ϭ ϰϱϮ E > ϲϳ͘ϭ ϭϯϰ ϰϳ͘ϯ ϮϬϭ E d Ϯϭ͘ϱ ϯϮϭ ϯϬ͘ϲ ϯϱϴ E Z ϭϵ͘ϴ ϭϳϮ ϱ͘ϳ ϭϭϰ ^ > & ϭϬϰ͘ϵ Ϯϲϰ ϲϵ͘ϱ ϯϮϰ ^ d ϭϭ͘ϭ ϮϱϬ Ϯϲ͘ϵ ϲϮϲ ^ Z ϴ͘ϭ ϰϵ ϰ͘ϵ ϯϲϰ

ϰ͘ ZŽƵƚĞ ϮϮϭͬ'ƌĂǀĞƐ Dŝůů

'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

/Ed Z^ d/KE

ϯϴ͘Ϯ

ϰϱ͘ϯ

ŽƚƚŽŶƚŽǁŶ ŽƚƚŽŶƚŽǁŶ s^ s^ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

ϲ͘ ZŽƵƚĞ ϮϮϭͬtLJŶĚĂůĞ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϳ͘Ϯ ϯϬϲ ϲ͘ϴ Ϯϲϯ ϭϳ͘ϴ ϭϲϱ ϲ͘Ϭ ϮϬϰ Ϯ͘ϰ ϮϬϯ ϰ͘Ϭ ϮϮϳ ϰϵ͘ϵ Ϯϭϯ ϲϰ͘ϳ ϭϱϬ ϰϱ͘ϱ ϭϮϱ ϲϭ͘ϭ ϭϮϭ

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ tLJŶĚĂůĞ tLJŶĚĂůĞ

dͬ Z t > t d E > E Z

ϭϱ͘ϰ

ϳ͘ ZŽƵƚĞ ϮϮϭͬ&ŽƌĞƐƚ ƌŽŽŬ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϭ͘ϴ ϴϴ ϭϬ͘ϴ ϭϰϭ Ϯ͘ϯ ϮϭϮ ϰ͘ϭ ϮϮϳ ϵ͘Ϯ Ϯϭϴ ϭϲ͘Ϯ ϲϯϰ ϱ͘ϵ ϭϬϬ ϲ͘Ϯ ϭϬϬ ϰϵ͘ϵ ϵϵ ϲϲ͘Ϯ ϯϲϴ ϰϳ͘Ϭ ϵϯ ϲϮ͘Ϭ ϭϬϬ

/Ed Z^ d/KE

> d t d t Z ^ > ^ Z

ϵ͘ϭ

ϭϲ͘ϲ

/Ed Z^ d/KE

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ &ŽƌĞƐƚ ƌŽŽŬ &ŽƌĞƐƚ ƌŽŽŬ

ϭϱ͘Ϯ

ϭϮ͘ϳ

ϮϬ͘ϰ

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

ro e ents

&ŝŐƵƌĞ Ϯϭ ϮϬϭϰ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ ǁŝƚŚ ŽŽƌĚŝŶĂƚĞĚ ^ŝŐŶĂů KƉĞƌĂƟŽŶ Cloverhill

Old Forest Road

Vista Center

:ĞīĞƌƐŽŶ ZŝĚŐĞ WĂƌŬǁĂLJ 1

221

6 7

Whitehall Drive

2

221

&ŽƌĞƐƚ ƌŽŽŬ ZŽĂĚ

9

tLJŶĚĂůĞ ƌŝǀĞ

10

8

ƌĞĞnjĞǁŽŽĚ ƌŝǀĞ 221

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5 221

D WD

CVS

4

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Graves Mill

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4

Graves Mill Road WŽƉůĂƌ &ŽƌĞƐƚ ĞŶƚĞƌ

3

Gristmill Drive Vista Center Drive Cloverhill Boulevard

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2 221

1

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5

221

6

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EPR, P.C.

221

7

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

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*UDYHV 0LOO 5RDG ± 2Q WKH ZHVWERXQG DSSURDFK *UDYHV 0LOO 5RDG SURYLGH DQ DGGLWLRQDO OHIW WXUQ ODQH DQG DQ H[FOXVLYH ULJKW WXUQ lane resulting in dual lefts, a single through and a single right turn lane.

(DVWERXQG DSSURDFK 9LVWD &HQWHU 'ULYH ± 0RGLI\ WKH H[LVWLQJ H[FOXVLYH ULJKW WXUQ ODQH WR DOORZ WKURXJK DQG ULJKW WXUQ movements. :HVWERXQG DSSURDFK (QWHUSULVH 'ULYH ± 3URYLGH WZR DGGLWLRQDO OHIW WXUQ ODQHV UHVXOWLQJ LQ GXDO OHIWV DQG VLQJOH WKURXJK DQG dual rights. :HVWERXQG VLJQDO RSHUDWLRQ ± $GG DQ RYHUODS SKDVH VR WKDW ZHVWERXQG ULJKW WXUQLQJ WUDI¿F KDV D JUHHQ DUURZ ZKLOH WKH southbound left turn movement is green.

As hoped, and shown in Figure 22 ZLWK WKH DGGLWLRQDO WXUQLQJ ODQHV DOO WKUHH RI WKH LQWHUVHFWLRQV¶ RSHUDWLRQV LPSURYH WR /26 ' RU EHWWHU RYHUDOO GXULQJ ERWK SHDN SHULRGV DQG DOO LQGLYLGXDO PRYHPHQWV RSHUDWH DW /26 ( RU EHWWHU $QDO\VLV RI WKH WUDI¿F RSHUDWLRQV ZLWK WKH DERYH LPSURYHPHQWV ZDV FRQGXFWHG XWLOL]LQJ 6\QFKUR DQG 6LP7UDI¿F YHUVLRQ DQG WKH UHSRUWV DUH SURYLGHG LQ 7HFKQLFDO $SSHQGL[ &. Table 7 SURYLGHV WKH OHYHOV RI VHUYLFH GHOD\V DQG TXHXHV ZLWK RSWLPL]HG FRRUGLQDWHG VLJQDO RSHUDWLRQV DQG WKH DGGLWLRQDO WXUQ ODQHV detailed above. &RPELQLQJ VLJQDO FRRUGLQDWLRQ ZLWK WKH LQWHUVHFWLRQ LPSURYHPHQWV WKH FRUULGRU WUDYHO WLPH LV UHGXFHG E\ FRPSDUHG WR H[LVWLQJ FRQGLWLRQV DQG LV UHGXFHG E\ FRPSDUHG WR MXVW FRRUGLQDWLQJ WKH VLJQDOV

EPR, P.C.

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

ro e ents

dĂďůĞ ϳ ϮϬϭϰ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ͕ ĞůĂLJƐ ĂŶĚ YƵĞƵĞƐ ǁŝƚŚ ŽŽƌĚŝŶĂƚĞĚ ^ŝŐŶĂů KƉĞƌĂƟŽŶ ĂŶĚ /ŶƚĞƌƐĞĐƟŽŶ /ŵƉƌŽǀĞŵĞŶƚƐ ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϭ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >ͬ d ϱϬ͘ϲ ϯϰϮ ϳϮ͘ϵ ϮϮϭ Z ϭϱ͘ϲ ϭϯϵ ϯϬ͘ϰ ϭϭϮ t > ϱϰ͘ϯ ϱϰ ϳϳ͘ϯ ϱϭ t dͬt Z ϰϳ͘Ϯ ϰϲ ϲϮ͘ϯ ϱϬ E > ϭϳ͘ϵ ϴϯ ϱϬ͘Ϭ Ϯϴϲ E dͬE Z ϴ͘Ϯ ϮϮϮ ϱ͘ϴ Ϯϴϱ ^ > ϲ͘ϱ ϭϯϭ ϯ͘ϳ ϭϯϭ ^ d ϭϯ͘ϳ ϯϱϴ ϭϮ͘ϭ ϰϵϲ ^ Z ϭϯ͘ϯ ϭϯϴ Ϯ͘ϴ ϯϮϰ

ϱ͘ ZŽƵƚĞ ϮϮϭͬ ŽƚƚŽŶƚŽǁŶ

ϭ͘ ZŽƵƚĞ ϮϮϭͬ ůŽǀĞƌŚŝůů

ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

E >ͬE d E Z ^ >ͬ^ d ^ Z > d Z t > t d t Z

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϭ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϰϳ͘ϴ ϭϴ ϲϯ͘ϰ ϯϴ ϰϲ͘ϵ ϭϰ ϲϬ͘ϯ Ϯϱ ϰϳ͘ϲ ϰϲ ϲϰ͘ϵ ϴϬ ϰϱ͘ϯ ϭϬ ϱϴ͘ϰ ϯϬ ϱ͘ϭ ϮϮ ϭϯ͘Ϯ Ϯϱ ϭϬ͘ϭ ϭϮϮ ϲ͘ϰ ϭϰϱ ϰ͘ϰ ϭϯ ϰ͘ϯ ϭϬ ϯ͘ϯ ϭϭ ϰ͘ϯ ϭϭ ϯ͘ϭ ϭϮϰ ϯ͘ϭ ϯϬϴ Ϭ͘ϴ Ϯϰ Ϯ͘ϯ Ϯϯ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϭ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >ͬ d ϰϳ͘ϱ ϳϰ ϲϯ͘ϳ ϳϰ Z ϰϱ͘ϰ ϱϴ ϱϵ͘ϵ ϲϯ t > ϯϴ͘Ϯ ϭϯϭ ϱϭ͘ϱ ϮϱϬ t >ͬt Z ϯϵ͘ϵ ϭϯϴ ϱϮ͘ϵ ϮϱϬ E > ϰ͘ϳ ϱϴ ϭϬ͘ϭ ϲϮ E d ϳ͘ϳ Ϯϲϳ ϵ͘ϵ ϮϬϰ E Z ϰ͘ϲ ϳϵ ϰ͘ϰ ϲϯ ^ > ϰ͘ϰ ϱϰ ϰ͘ϯ ϭϬϵ ^ dͬ^ Z Ϯ͘ϯ ϵϲ ϲ͘ϳ Ϯϲϴ

ϯ͘ ZŽƵƚĞ ϮϮϭͬ'ƌŝƐƚŵŝůů

ĞŶƚĞƌ ĞŶƚĞƌ 'ƌŝƐƚŵŝůů 'ƌŝƐƚŵŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

/Ed Z^ d/KE /Ed Z^ d/KE

ϴ͘ϭ

ϴ͘ϲ

ϭϯ͘ϴ

ϲ͘ϳ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϭ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > ϰϰ͘ϳ ϱϳ ϱϴ͘ϲ ϭϮϬ d ϰϰ͘ϰ ϭϬϰ ϳϳ͘ϯ ϭϵϮ dͬ Z ϰϰ͘ϰ ϴϱ ϳϳ͘ϯ ϭϴϱ t >ͮt d ͮ ϰϳ͘ϯͮϲϵ͘ϵ ϭϵϬͮϮϬϯ ͮ ϲϲ͘ϳͮϳϲ͘ϯ ϮϮϬͮϭϯϯ t Z ϰϵ͘ϱ Ϯϱϵ ϯϮ͘ϱ Ϯϯϵ E > ϯϰ͘ϯ ϭϱϬ ϱϳ͘Ϭ ϲϮ E d ϰϬ͘Ϭ ϯϴϴ ϯϳ͘ϵ ϯϱϵ E Z Ϭ͘ϭ ϴϱ Ϭ͘Ϯ ϰϰ ^ > Ϯϲ͘Ϯ ϮϬϰ ϰϱ͘ϵ ϯϲϳ ^ d ϭϰ͘ϳ ϭϲϯ ϭϱ͘ϭ ϮϲϮ ^ Z ϳ͘ϲ ϯϰ ϭ͘ϯ ϭϴ

Ϯ͘ ZŽƵƚĞ ϮϮϭͬ ŶƚĞƌƉƌŝƐĞ

sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ ŶƚĞƌƉƌŝƐĞ ŶƚĞƌƉƌŝƐĞ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

ϯϲ͘Ϯ

ϯϲ͘ϭ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϭ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > ϱϲ͘ϳ ϭϰϳ ϲϵ͘ϴ ϭϰϴ dͬ Z ϲϮ͘ϰ Ϯϭϭ ϱϴ͘ϴ Ϯϯϲ t > ϱϭ͘ϴ ϮϬϰ ϱϵ͘ϴ ϯϭϴ t dͮt Z ͮ ϱϳ͘ϵͮϯϴ͘ϵ ϭϴϲͮϭϰϬ ͮ ϱϱ͘Ϭͮϰϲ͘ϵ ϮϮϱͮϭϴϮ E > ϯϯ͘Ϯ ϴϲ ϱϰ͘ϵ ϭϯϲ E d ϭϳ͘Ϭ Ϯϳϭ Ϯϰ͘ϱ ϯϭϮ E Z ϭϬ͘Ϯ ϭϱϳ ϴ͘ϲ ϭϰϬ ^ > ϱϬ͘ϰ ϮϱϬ ϰϳ͘ϳ ϮϵϮ ^ d ϲ͘Ϯ ϭϲϲ ϭϬ͘ϯ ϯϵϱ ^ Z ϭ͘ϱ ϯϬ ϭ͘ϲ Ϯϱϲ

ϰ͘ ZŽƵƚĞ ϮϮϭͬ'ƌĂǀĞƐ Dŝůů

'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

/Ed Z^ d/KE

Ϯϰ͘ϴ

ϯϭ͘Ϭ

ŽƚƚŽŶƚŽǁŶ ŽƚƚŽŶƚŽǁŶ s^ s^ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

ϲ͘ ZŽƵƚĞ ϮϮϭͬtLJŶĚĂůĞ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϭ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϲ͘ϲ ϯϯϱ ϲ͘Ϭ Ϯϰϱ ϭϳ͘ϵ ϭϴϴ Ϯ͘ϵ ϭϴϴ Ϯ͘ϯ Ϯϭϲ ϭ͘ϱ Ϯϯϭ ϰϰ͘Ϯ Ϯϭϲ ϱϵ͘ϱ ϭϲϰ ϰϬ͘ϵ ϭϮϱ ϱϲ͘ϯ ϭϮϮ

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ tLJŶĚĂůĞ tLJŶĚĂůĞ

ϳ͘ ZŽƵƚĞ ϮϮϭͬ&ŽƌĞƐƚ ƌŽŽŬ

ϮϬϭϰ Ͳ ŽŽƌĚŝŶĂƚĞĚ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϭ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϰ͘ϯ ϴϮ ϱϯ͘Ϯ ϭϰϱ ϴ͘ϭ ϮϯϮ ϱ͘ϳ ϮϮϯ ϭϲ͘ϵ ϳϮ ϭϰ͘ϱ ϭϴϮ ϮϬ͘Ϭ Ϯϳϴ ϯϳ͘ϱ ϴϯϲ ϭϮ͘ϰ ϭϬϬ ϭϮ͘ϭ ϭϬϬ ϰϳ͘ϳ ϴϱ ϲϭ͘ϰ ϴϰ ϰϰ͘ϴ ϭϭϲ ϲϱ͘ϱ ϯϲϬ ϰϮ͘ϯ ϵϱ ϱϳ͘ϵ ϭϬϬ

> dͬ Z t > t d t Z E >ͬE Z ^ > ^ Z

ϭϱ͘ϵ

ϭϳ͘ϱ

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ &ŽƌĞƐƚ ƌŽŽŬ &ŽƌĞƐƚ ƌŽŽŬ &ŽƌĞƐƚ ƌŽŽŬ

ϭϰ͘Ϭ

/Ed Z^ d/KE

/Ed Z^ d/KE

EPR, P.C.

dͬ Z t > t d E > E Z

ϭϳ͘ϲ

ϭϬ͘Ϯ

ϯϮ͘Ϯ

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

ro e ents

&ŝŐƵƌĞ ϮϮ ϮϬϭϰ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ ǁŝƚŚ ŽŽƌĚŝŶĂƚĞĚ ^ŝŐŶĂů KƉĞƌĂƟŽŶ ĂŶĚ /ŶƚĞƌƐĞĐƟŽŶ /ŵƉƌŽǀĞŵĞŶƚƐ Cloverhill

Old Forest Road

Vista Center

:ĞīĞƌƐŽŶ ZŝĚŐĞ WĂƌŬǁĂLJ 1

221

6 7

Whitehall Drive

2

221

&ŽƌĞƐƚ ƌŽŽŬ ZŽĂĚ

9

tLJŶĚĂůĞ ƌŝǀĞ

10

8

ƌĞĞnjĞǁŽŽĚ ƌŝǀĞ 221

>LJŶĐŚďƵƌŐ džƉƌĞƐƐǁĂLJ

3

> ' E Žƌ

C or D

F

Gristmill

LOS for Movement

ŽƩŽŶƚŽǁŶ ZŽĂĚ

D WD

WD D

5 221

D WD

CVS

4

WD D

Graves Mill

>K^ ĨŽƌ /ŶƚĞƌƐĞĐƟŽŶ DͬWD

4

Graves Mill Road WŽƉůĂƌ &ŽƌĞƐƚ ĞŶƚĞƌ

3

Gristmill Drive Vista Center Drive Cloverhill Boulevard

ŽƩŽŶƚŽǁŶ

2 221

1

&ŽƌĞƐƚ ƌŽŽŬ

5

221

6

ŶƚĞƌƉƌŝƐĞ ƌŝǀĞ tLJŶĚĂůĞ

EPR, P.C.

221

7

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

ro e ents

Future Conditions (2040) :KHQ DQDO\]LQJ WKH IXWXUH FRQGLWLRQV LW ZDV DVVXPHG WKDW WUDI¿F VLJQDOV ZRXOG EH RSWLPL]HG DQG FRRUGLQDWHG DQG WKDW WKH DGGLWLRQDO WXUQ ODQHV SUHYLRXVO\ DQDO\]HG ZRXOG EH LQ SODFH 7KH UHVXOWV RI WKH DQDO\VLV EDVHG RQ WKHVH FRQGLWLRQV DUH VKRZQ LQ Figure 23 and Table 8 DQG WKH 6\QFKUR 6LP7UDI¿F SULQWRXWV DUH FRQWDLQHG LQ 7HFKQLFDO $SSHQGL[ '. ,Q JHQHUDO WKH OHYHOV RI VHUYLFH DQG GHOD\ VLJQL¿FDQWO\ GHJUDGH E\ \HDU 7KH LQWHUVHFWLRQ DW (QWHUSULVH 'ULYH LV H[SHFWHG WR RSHUDWH DW RYHUDOO /26 ( GXULQJ WKH PRUQLQJ SHDN SHULRG DQG WKH LQWHUVHFWLRQ DW )RUHVW %URRN 5RDG LV H[SHFWHG WR RSHUDWH DW RYHUDOO /26 ( GXULQJ WKH DIWHUQRRQ SHDN SHULRG $OO RI WKH VWXG\ DUHD LQWHUVHFWLRQV DUH H[SHFWHG WR KDYH PXOWLSOH PRYHPHQWV RSHUDWLQJ DW /26 ( DQG ) GXULQJ both peak periods. %\ \HDU WKH FRUULGRU WUDYHO WLPH LQFUHDVHV VLJQL¿FDQWO\ E\ FRPSDUHG WR WKH FRQGLWLRQV ZLWK VLJQDO FRRUGLQDWLRQ DQG WKH LQWHUVHFWLRQ LPSURYHPHQWV LQ 7KH UHVXOWV RI WKH DQDO\VLV LQGLFDWH WKDW WKH H[LVWLQJ URDGZD\ ZLWK FRRUGLQDWHG WUDI¿F VLJQDO RSHUDWLRQ DQG VSHFL¿F LQWHUVHFWLRQ LPSURYHPHQWV ZLOO QRW EH VXI¿FLHQW WR DFFRPPRGDWH WKH DQWLFLSDWHG WUDI¿F YROXPHV DORQJ 5RXWH LQ WKH IXWXUH $V D UHVXOW ZLGHQLQJ WKH IRXU ODQH VHFWLRQ RI 5RXWH WR VL[ ODQHV DQG WKH WZR ODQH VHFWLRQ WR IRXU ODQHV ZDV DQDO\]HG As expected, the results of the analysis assuming Route 221 is widened are an improvement. As shown in Figure 24, all of the study area LQWHUVHFWLRQV DUH H[SHFWHG WR RSHUDWH DW /26 ' RU EHWWHU RYHUDOO ,Q DGGLWLRQ DOO PRYHPHQWV DUH H[SHFWHG WR RSHUDWH DW /26 ( RU EHWWHU ZLWK H[FHSWLRQV RQO\ RQ WKH VLGH VWUHHW DSSURDFKHV DW WKH LQWHUVHFWLRQV RI (QWHUSULVH 'ULYH DQG *ULVWPLOO 'ULYH 7KH UHVXOWV RI WKH DQDO\VLV based on these conditions are shown in Table 9 DQG WKH 6\QFKUR 6LP7UDI¿F SULQWRXWV DUH FRQWDLQHG LQ 7HFKQLFDO $SSHQGL[ (. $IWHU ZLGHQLQJ WKH URDGZD\ WKH FRUULGRU WUDYHO WLPH LV UHGXFHG E\ FRPSDUHG WR WKH FRQGLWLRQV EHIRUH ZLGHQLQJ WKH URDGZD\ LQ

EPR, P.C.

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

ro e ents

dĂďůĞ ϴ ϮϬϰϬ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ͕ ĞůĂLJƐ ĂŶĚ YƵĞƵĞƐ ǁŝƚŚ ŽŽƌĚŝŶĂƚĞĚ ^ŝŐŶĂů KƉĞƌĂƟŽŶ ĂŶĚ /ŶƚĞƌƐĞĐƟŽŶ /ŵƉƌŽǀĞŵĞŶƚƐ ϮϬϰϬ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >ͬ d ϲϮ͘ϳ ϯϵϬ & ϵϵ͘ϳ Ϯϱϴ Z ϮϬ͘ϰ ϭϲϯ ϯϲ͘ϲ ϭϰϲ t > ϳϬ͘Ϯ ϲϬ & ϴϭ͘ϵ ϲϭ t dͬt Z ϱϳ͘ϯ ϲϯ ϳϭ͘ϯ ϱϬ E > Ϯϯ͘Ϯ ϵϳ & ϵϱ͘ϱ Ϯϵϴ E dͬE Z ϳ͘ϰ Ϯϱϱ Ϯ͘Ϯ ϯϲϰ ^ > ϲ͘ϭ ϮϭϬ ϯ͘ϵ ϭϳϮ ^ d ϭϭ͘ϳ ϰϱϴ ϭϯ͘ϱ ϱϲϳ ^ Z Ϭ͘ϭ ϯϬϬ ϭ͘ϵ ϯϮϱ

ϱ͘ ZŽƵƚĞ ϮϮϭͬ ŽƚƚŽŶƚŽǁŶ

ϭ͘ ZŽƵƚĞ ϮϮϭͬ ůŽǀĞƌŚŝůů

ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

E >ͬE d E Z ^ >ͬ^ d ^ Z > d Z t > t d t Z

ϮϬϰϬ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϱϴ͘Ϯ Ϯϵ ϳϲ͘Ϭ ϱϭ ϱϲ͘ϵ ϭϴ ϳϬ͘ϯ Ϯϭ ϲϵ͘ϴ ϭϰϵ & ϴϮ͘ϱ Ϯϲϵ ϱϭ͘ϭ ϵϯ ϲϳ͘ϰ ϭϱϬ ϲ͘ϴ ϭϭϭ ϰϵ͘Ϯ ϭϰϬ ϭϰ͘ϯ Ϯϰϰ ϭϭ͘Ϭ Ϯϭϲ ϰ͘ϵ ϱϭ ϲ͘ϲ ϭϲ ϯ͘ϰ ϭϭ ϲ͘ϯ ϲϬ ϱ͘ϳ ϭϴϰ ϭϯ͘ϲ ϵϴϳ ϳ͘Ϭ ϯϴ ϰ͘ϵ ϯϯϮ

ϮϬϰϬ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >ͬ d ϱϴ͘ϲ ϳϭ ϳϰ͘ϲ ϵϬ Z ϱϱ͘Ϯ ϱϴ ϲϴ͘ϳ ϳϭ t > ϱϱ͘Ϯ ϭϲϰ ϳϬ͘ϯ Ϯϴϳ t >ͬt Z ϱϱ͘ϳ ϭϲϬ ϳϬ͘ϰ ϮϵϬ E > ϭϬ͘ϯ ϵϲ ϭϳ͘ϰ ϱϳ E d ϵ͘ϵ ϯϴϮ ϴ͘ϴ ϮϴϮ E Z ϰ͘ϰ ϭϱϳ ϯ͘ϲ ϳϴ ^ > ϯϱ͘ϱ ϲϯ ϰ͘ϯ ϭϱϰ ^ dͬ^ Z Ϯ͘Ϭ ϴϬ ϲ͘ϰ ϯϬϬ

ϯ͘ ZŽƵƚĞ ϮϮϭͬ'ƌŝƐƚŵŝůů

ĞŶƚĞƌ ĞŶƚĞƌ 'ƌŝƐƚŵŝůů 'ƌŝƐƚŵŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

/Ed Z^ d/KE /Ed Z^ d/KE

ϭϯ͘ϱ

ϭϬ͘ϴ

ϭϰ͘ϴ

ϮϬ͘ϰ

ϮϬϰϬ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > & ϭϰϬ͘ϱ ϭϮϯ ϳϭ͘ϯ ϭϯϱ d ϱϯ͘ϳ ϭϮϱ & ϭϯϲ͘Ϯ ϮϮϯ dͬ Z ϱϯ͘ϳ ϭϮϯ & ϭϯϲ͘Ϯ Ϯϯϳ t >ͮt d ͮ& ϳϱ͘ϳͮϭϲϬ͘ϵϮϱϭͮϯϱϭ ϳϱ ϳͮϭϲϬ ϵϮϱϭͮϯϱϭ ͮ& ϳϲ͘ϱͮϭϭϰ͘ϰϮϳϭͮϮϲϰ ϳϲ ϱͮϭϭϰ ϰϮϳϭͮϮϲϰ t Z & ϭϯϳ͘ϱ ϯϯϲ ϯϵ͘ϴ ϯϭϵ E > ϱϯ͘Ϭ ϰϬϬ & ϴϵ͘Ϯ Ϯϲϳ E d & ϵϮ͘ϯ ϭϮϭϰ ϱϰ͘ϵ ϱϯϯ E Z Ϭ͘ϭ ϰϮϱ Ϭ͘Ϯ ϯϴϮ ^ > Ϯϰ͘Ϯ ϮϬϮ ϲϲ͘ϲ ϰϰϮ ^ d ϴ͘Ϭ ϮϬϯ Ϯϰ͘ϱ ϯϴϬ ^ Z Ϭ͘ϲ ϱϬ Ϯ͘Ϯ Ϯϯϱ

Ϯ͘ ZŽƵƚĞ ϮϮϭͬ ŶƚĞƌƉƌŝƐĞ

sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ ŶƚĞƌƉƌŝƐĞ ŶƚĞƌƉƌŝƐĞ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

ϳϳ͘ϱ

ϱϭ͘ϵ

ϮϬϰϬ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > ϲϲ͘ϳ ϭϰϵ & ϴϳ͘ϭ ϭϱϬ dͬ Z & ϭϮϱ͘Ϭ ϮϴϬ & ϭϭϯ͘ϰ ϰϯϰ t > & ϴϴ Ϯ ϴϴ͘Ϯ Ϯϲϯ & ϵϯ ϱ ϵϯ͘ϱ ϰϱϯ t dͮt Z &ͮ ϵϳ͘ϵͮϰϲ͘ϯ Ϯϴϵͮϭϳϴ ͮ ϳϮ͘ϭͮϱϯ͘Ϯ ϮϵϱͮϮϲϮ E > ϰϲ͘ϰ ϭϰϴ ϱϴ͘ϴ ϮϱϬ E d ϯϳ͘ϲ ϰϬϯ ϰϲ͘Ϭ ϰϳϰ E Z ϭϭ͘ϳ ϭϵϯ ϲϵ͘ϭ ϮϬϴ ^ > ϳϱ͘ϳ Ϯϵϲ & ϴϵ͘ϯ ϯϮϱ ^ d ϭϰ͘ϲ ϯϳϭ ϭϯ͘ϭ ϳϰϭ ^ Z ϭϮ͘ϴ ϱϮ ϭ͘ϰ Ϯϵϭ

ϰ͘ ZŽƵƚĞ ϮϮϭͬ'ƌĂǀĞƐ Dŝůů

'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

/Ed Z^ d/KE

ϰϱ͘ϱ

ϱϰ͘Ϯ

ŽƚƚŽŶƚŽǁŶ ŽƚƚŽŶƚŽǁŶ s^ s^ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

ϲ͘ ZŽƵƚĞ ϮϮϭͬtLJŶĚĂůĞ

ϮϬϰϬ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϭϭ͘ϯ ϰϯϬ ϭϯ͘ϯ ϱϴϱ ϱϵ͘ϱ ϭϵϰ ϭϰ͘Ϭ ϭϵϰ Ϯ͘Ϯ Ϯϯϴ Ϯ͘ϱ Ϯϯϴ ϱϲ͘ϰ Ϯϲϱ ϲϵ͘ϴ Ϯϲϴ ϱϬ͘ϯ ϭϮϱ ϲϱ͘ϲ ϭϮϱ

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ tLJŶĚĂůĞ tLJŶĚĂůĞ

ϳ͘ ZŽƵƚĞ ϮϮϭͬ&ŽƌĞƐƚ ƌŽŽŬ

ϮϬϰϬ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϭϬ͘ϯ ϵϮ & ϭϭϲ͘ϱ Ϯϭϲ ϵ͘ϳ Ϯϯϰ ϭϮ͘ϴ ϮϮϵ Ϯϴ͘ϲ ϭϲϵ Ϯϲ͘ϵ ϭϴϰ Ϯϯ͘ϲ ϯϴϮ & ϴϱ͘ϱ ϭϭϮϳ ϭϮ͘ϲ ϭϬϬ ϵ͘ϴ ϭϬϬ ϱϲ͘ϯ ϵϵ ϳϭ͘ϳ ϵϴ ϱϰ͘ϵ ϭϲϭ & ϴϮ͘ϱ ϰϰϬ ϱϭ͘ϱ ϵϵ & ϵϲ͘Ϭ ϭϬϬ

> dͬ Z t > t d t Z E >ͬE Z ^ > ^ Z

ϭϵ͘Ϭ

Ϯϭ͘ϱ

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ &ŽƌĞƐƚ ƌŽŽŬ &ŽƌĞƐƚ ƌŽŽŬ &ŽƌĞƐƚ ƌŽŽŬ

ϮϮ͘ϱ

/Ed Z^ d/KE

/Ed Z^ d/KE

EPR, P.C.

dͬ Z t > t d E > E Z

ϭϴ͘Ϯ

ϭϰ͘Ϯ

ϲϮ͘ϳ

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

ro e ents

&ŝŐƵƌĞ Ϯϯ ϮϬϰϬ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ ǁŝƚŚ ŽŽƌĚŝŶĂƚĞĚ ^ŝŐŶĂů KƉĞƌĂƟŽŶ ĂŶĚ /ŶƚĞƌƐĞĐƟŽŶ /ŵƉƌŽǀĞŵĞŶƚƐ Cloverhill

Old Forest Road

Vista Center

:ĞīĞƌƐŽŶ ZŝĚŐĞ WĂƌŬǁĂLJ 1

221

6 7

Whitehall Drive

2

221

&ŽƌĞƐƚ ƌŽŽŬ ZŽĂĚ

9

tLJŶĚĂůĞ ƌŝǀĞ

10

8

ƌĞĞnjĞǁŽŽĚ ƌŝǀĞ 221

>LJŶĐŚďƵƌŐ džƉƌĞƐƐǁĂLJ

3

> ' E Žƌ

C or D

F

Gristmill

LOS for Movement

ŽƩŽŶƚŽǁŶ ZŽĂĚ

D WD

WD D

5 221

D WD

CVS

4

WD D

Graves Mill

>K^ ĨŽƌ /ŶƚĞƌƐĞĐƟŽŶ DͬWD

4

Graves Mill Road WŽƉůĂƌ &ŽƌĞƐƚ ĞŶƚĞƌ

3

Gristmill Drive Vista Center Drive Cloverhill Boulevard

ŽƩŽŶƚŽǁŶ

2 221

1

&ŽƌĞƐƚ ƌŽŽŬ

5

221

6

221

7

ŶƚĞƌƉƌŝƐĞ ƌŝǀĞ tLJŶĚĂůĞ

EPR, P.C.

1

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

ended

ro e ents

dĂďůĞ ϵ ϮϬϰϬ >ĞǀĞůƐ ŽĨ ^ĞƌǀŝĐĞ͕ ĞůĂLJƐ ĂŶĚ YƵĞƵĞƐ ǁŝƚŚ ZŽĂĚǁĂLJ tŝĚĞŶŝŶŐ ϮϬϰϬ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϮ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >ͬ d ϱϬ͘ϭ ϯϴϲ ϳϭ͘ϴ Ϯϰϰ Z ϭϳ͘Ϯ ϭϱϬ Ϯϲ͘Ϯ ϭϮϬ t > ϲϭ͘ϳ ϱϳ ϳϮ͘ϴ ϱϵ t dͬt Z ϱϲ͘ϭ ϱϱ ϲϱ͘ϵ ϰϲ E > ϮϬ͘ϭ ϴϵ ϱϭ͘ϵ Ϯϵϳ E dͬE Z ϲ͘Ϭ ϭϳϰ ϯ͘Ϯ ϯϯϴ ^ > ϴ͘ϳ ϭϮϱ ϳ͘ϯ ϮϬϴ ^ d ϭϰ͘ϯ ϯϮϬ ϭϰ͘ϱ ϱϱϰ ^ Z ϲ͘ϵ ϭϯϰ ϯ͘ϱ ϯϮϱ

ϱ͘ ZŽƵƚĞ ϮϮϭͬ ŽƚƚŽŶƚŽǁŶ

ϭ͘ ZŽƵƚĞ ϮϮϭͬ ůŽǀĞƌŚŝůů

ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ůŽǀĞƌŚŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

E >ͬE d E Z ^ >ͬ^ d ^ Z > d Z t > t d t Z

ϮϬϰϬ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϮ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϱϴ͘Ϯ ϮϮ ϳϬ͘Ϭ ϰϵ ϱϲ͘ϵ ϭϴ ϲϱ͘ϯ ϭϵ ϱϱ͘ϳ ϭϮϵ ϲϳ͘ϵ Ϯϰϱ ϰϵ͘Ϭ ϯϰ ϱϲ͘ϵ ϭϰϵ ϱ͘ϴ ϲϭ ϮϬ͘ϱ ϴϵ ϭϬ͘Ϭ ϭϱϰ ϵ͘ϵ ϭϲϳ ϱ͘ϲ ϭϴ ϳ͘ϯ ϭϬ ϯ͘Ϭ ϭϭ ϱ͘ϳ ϲ ϰ͘ϴ ϭϱϱ ϵ͘Ϭ ϭϵϯ ϳ͘ϰ ϰϯ ϰ͘ϰ ϱϯ

ϮϬϰϬ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϮ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >ͬ d ϱϴ͘ϳ ϲϵ ϲϴ͘ϴ ϲϵ Z ϱϱ͘ϰ ϲϬ ϲϯ͘ϳ ϱϳ t > ϱϰ͘ϲ ϭϱϵ & ϵϳ͘ϭ Ϯϱϴ t >ͬt Z ϱϯ͘ϲ ϭϲϯ & ϵϮ͘ϭ Ϯϴϯ E > ϯ͘ϯ ϰϰ ϱ͘ϵ ϱϮ E d ϱ͘Ϭ ϮϮϭ ϲ͘ϱ Ϯϴϴ E Z ϭ͘ϲ ϵϵ ϯ͘ϴ ϴϴ ^ > ϱ͘ϵ ϱϲ Ϯ͘ϭ ϭϱϱ ^ dͬ^ Z Ϯ͘Ϯ ϴϴ ϰ͘Ϭ ϮϴϮ

ϯ͘ ZŽƵƚĞ ϮϮϭͬ'ƌŝƐƚŵŝůů

ĞŶƚĞƌ ĞŶƚĞƌ 'ƌŝƐƚŵŝůů 'ƌŝƐƚŵŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

/Ed Z^ d/KE /Ed Z^ d/KE

ϭϬ͘ϰ

ϳ͘ϲ

ϭϱ͘ϲ

ϭϱ͘ϳ

ϮϬϰϬ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϮ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > & ϭϬϵ͘ϱ ϭϭϭ ϲϬ͘Ϯ ϭϰϬ d ϱϮ͘ϱ ϭϮϰ ϳϳ͘ϳ ϮϬϮ dͬ Z ϱϮ͘ϱ ϭϬϰ ϳϳ͘ϳ Ϯϭϱ ͮ& ϲϰ͘ϰͮϴϯ͘ϰ Ϯϯϴͮϭϳϰ t >ͮt d ͮ& ϱϵ͘ϮͮϭϬϬ͘ϬϮϭϳͮϯϬϵ t Z ϲϱ͘ϴ Ϯϴϴ ϯϭ͘ϲ Ϯϯϵ E > ϱϮ͘ϲ ϭϱϬ ϳϴ͘ϰ ϴϰ E d ϰϯ͘Ϭ ϰϵϮ ϰϯ͘ϳ ϯϴϭ E Z Ϭ͘ϭ ϯϰϬ Ϭ͘Ϯ ϭϳϴ ^ > ϭϱ͘ϭ ϮϬϲ ϱϭ͘ϵ ϰϮϲ ^ d ϲ͘ϰ ϭϲϵ ϮϬ͘ϱ ϯϱϲ ^ Z Ϭ͘ϭ ϰϯ ϵ͘ϴ ϴϱ

Ϯ͘ ZŽƵƚĞ ϮϮϭͬ ŶƚĞƌƉƌŝƐĞ

sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ sŝƐƚĂ ĞŶƚĞƌ ŶƚĞƌƉƌŝƐĞ ŶƚĞƌƉƌŝƐĞ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

ϰϮ͘ϭ

ϯϵ͘ϲ

ϮϬϰϬ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϮ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ > ϱϲ͘Ϯ ϭϰϵ ϲϴ͘ϴ ϭϱϬ dͬ Z ϳϲ͘Ϯ Ϯϲϰ ϳϵ͘Ϭ ϰϬϯ t > ϲϬ͘ϲ Ϯϱϵ ϲϰ͘ϭ ϯϴϱ t dͮt Z ͮ ϲϲ͘ϭͮϰϰ͘Ϭ ϮϱϬͮϭϯϱ ͮ ϱϳ͘Ϯͮϰϲ͘ϯ ϮϳϵͮϮϮϭ E > ϰϲ͘ϳ ϴϯ ϱϬ͘ϳ ϭϲϬ E d Ϯϰ͘ϯ Ϯϳϯ ϯϰ͘ϴ Ϯϵϵ E Z ϭϯ͘Ϭ Ϯϲϯ ϲϱ͘Ϯ ϮϲϬ ^ > ϰϰ͘ϴ ϯϬϱ ϱϭ͘ϱ ϯϮϰ ^ d ϭϰ͘Ϯ ϰϳϮ ϭϱ͘ϯ ϱϲϲ ^ Z ϭϳ͘ϯ ϳϭ ϰ͘ϴ ϰϬ

ϰ͘ ZŽƵƚĞ ϮϮϭͬ'ƌĂǀĞƐ Dŝůů

'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů 'ƌĂǀĞƐ Dŝůů ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ

/Ed Z^ d/KE

ϯϮ͘Ϯ

ϰϮ͘Ϭ

ŽƚƚŽŶƚŽǁŶ ŽƚƚŽŶƚŽǁŶ s^ s^ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ /Ed Z^ d/KE

ϲ͘ ZŽƵƚĞ ϮϮϭͬtLJŶĚĂůĞ

ϮϬϰϬ ǁͬŵŝƚŝŐĂƚŝŽŶƐ ηϮ D WD >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ >K^ > z ;ƐͿ Yh h ;Ĩƚ͘Ϳ ϱ͘ϯ ϰϴϵ ϯ͘ϰ ϯϴϰ ϭϲ͘ϲ ϭϴϰ ϭϬ͘ϯ ϭϵϵ ϭ͘ϯ ϮϬϬ Ϯ͘Ϯ Ϯϲϴ ϱϲ͘ϰ ϭϲϲ ϲϰ͘ϳ ϭϴϯ ϱϬ͘ϯ ϭϮϮ ϲϬ͘ϵ ϭϮϱ

ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ ZŽƵƚĞ ϮϮϭ tLJŶĚĂůĞ tLJŶĚĂůĞ

ϳ͘ ZŽƵƚĞ ϮϮϭͬ&ŽƌĞƐƚ ƌŽŽŬ

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

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Future Multimodal Improvements Beyond vehicular-related improvements, the need for improved pedestrian, bicycle, and transit facilities was considered. Figure 25 illustrates the existing and proposed sidewalks within the study area. While sidewalks in all of the locations shown are necessary to SURYLGH D VDIH DQG IXOO\ FRQQHFWHG SHGHVWULDQ HQYLURQPHQW ORFDWLRQV VKRZQ LQ UHG DUH WKH KLJKHVW SULRULW\ WKHQ RUDQJH DQG ÂżQDOO\ yellow. The need for new sidewalks was assessed and recommendations were prioritized by considering: bus stop locations (and Âź mile surrounding them), the intensity and type of land use such as drug stores and residential areas, and observation of worn paths along the corridor. In addition to sidewalks, pedestrian signals and pushbuttons are recommended at all of the signalized intersections. Currently there are eleven transit stops within the study area. It is recommended that bus shelters and lighting be installed at each stop. Amtrak and the Virginia Department of Rail and Public Transit are currently in discussions about extending train service to Roanoke. The rail line for this service is in close proximity to the study corridor. Should there be an opportunity in the near or distant future to provide a rail stop somewhere in the study area, then it could be expected that the local bus transit usage could increase, and the need for sidewalks in the corridor will be further emphasized. 5HFRJQL]LQJ WKH KLJK WUDIÂżF YROXPHV DQG VSHHGV DORQJ 5RXWH WKH DGGLWLRQ RI RQ VWUHHW ELF\FOH IDFLOLWLHV LV QRW UHFRPPHQGHG LQ WKH short term. However, when designing the future, widened roadway, appropriate bicycle facilities shall be included.

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

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Table 10 Recommended Improvements Location County Section City Section Entire Corridor Entire Corridor Cottontown Road Entire Corridor Cloverhill Boulevard

Description Conduct a lighting justification study and install lighting where shown to be necessary. City of Lynchburg adopt access management standards and apply them to new developments. Increase speed enforcement. Prohibit left turn egress from driveways within the functional area of signalized intersections. Modify the signal phasing so that northbound left turn movement operates when protected only. Conduct a speed study and make any needed changes based on the results. Install queue detection equipment and advance warning beacons for drivers coming over the bridge approaching the intersection.

Intersection of Graves Mill Road with Conduct traffic counts to determine whether a northbound left turn lane is needed. Gristmill Drive Intersection of Enterprise Drive with Restripe southbound dual left turn lanes into Enterprise Drive to extend inside left turn lane Route 221 Evaluate and update the signal timing and phasing at each individual intersection in the county All Signalized Intersections and coordinate the traffic signals with one another corridor wide. Incorporate northbound leg into the intersection's traffic signal design by adding signal heads Route 221 at Forest Brook Road and detection, and westbound left turn lane, or close the entrance. All Signalized Intersections Install pedstrian push buttons and hand/man signals with count down timers. Transit Stops Install bus shelters and lighting.

Gristmill Drive to Graves Mill Road

Implement access management improvements including: median installation and driveway consolodation.

Time Frame Short term Short term Short term Short term Short term Short term

Funding* VDOT Study VDOT Study Local VDOT 2 City & VDOT Study

Category Safety Safety Safety Safety Safety Safety

Short term

1, 2

Safety

Short term

VDOT Study

Safety

Short term

5

Operations

Short term

2, 6

Operations

Short term

4

Short term Short term

3 3

Operations/ Safety Multimodal Multimodal

Mid term

1, 4, 6

Safety

1, 6

Operations

Mid term

1, 6

Operations

Mid term

1, 6

Operations

Modify the eastbound Vista Center Drive approach to include a left turn lane, through lane and Intersection of Enterprise Drive with shared through/right turn lane. Modify the westbound Enterprise Drive approach to provide dual Mid term Route 221 right turn lanes, dual left turn lanes and a single through lane. Intersection of Graves Mill Road with Route 221 Intersection of Grist Mill Road with Route 221 Construct Sidewalks

Widen the westbound Graves Mill Road approach to include dual left turn lanes, a through lane and a dedicated right turn lane. Modify the westbound Gristmill Drive approach to provide a left turn lane and shared left/through/right turn lane. Add sidewalks in the locations shown as prioritized.

Extend McConville Road to intersect Route 221 at a signalized intersection. This new traffic signal will replace the existing traffic signal at Wyndale Drive. Widen from two lanes to four lanes and incorporate the appropriate bicycle and pedestrian East of the Lynchburg Expressway amenities. Widen from four lanes to six lanes (initial priority is Cloverhill Boulevard to Cottontown Road) West of the Lynchburg Expressway and incorporate the appropriate bicycle and pedestrian amenities (entire study area) McConville Road

Entire Corridor

As redevelopment occurs, begin acquiring needed right-of-way for future widening from Enterprise Drive to Graves Mill Road.

* For description of funding, see Section 8

EPR, P.C.

Short, Mid and Long Term 3

Multimodal

Long term

6

Operations

Long term

1, 2, 6

Long term

1, 2, 6

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4

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Operations

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Reco

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

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2

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

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EPR, P.C.

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Long-term

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

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EPR, P.C.

Implementation

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

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ͻ >ŽĐĂů ŐŽǀĞƌŶŵĞŶƚƐ ǁŽƌŬ ǁŝƚŚ ĐŝƟnjĞŶƐ ĂŶĚ sŝƌŐŝŶŝĂ͛Ɛ ƚƌĂŶƐƉŽƌƚĂƟŽŶ ĂŐĞŶĐŝĞƐ ƚŽ ĚĞǀĞůŽƉ Ă ƉůĂŶ ƚŚĂƚ ĂŶƟĐŝƉĂƚĞƐ ůĂŶĚ ƵƐĞ ĐŚĂŶŐĞƐ ĂŶĚ ƚƌĂǀĞů ƉĂƩĞƌŶƐ ŵŽƌĞ ƚŚĂŶ ƚǁŽ ĚĞĐĂĚĞƐ ŝŶƚŽ ƚŚĞ ĨƵƚƵƌĞ ůŝŐŝďůĞ ƉƉůŝĐĂŶƚƐ ͻ >ŽĐĂů 'ŽǀĞƌŶŵĞŶƚƐ͕ DĞƚƌŽƉŽůŝƚĂŶ WůĂŶŶŝŶŐ KƌŐĂŶŝnjĂƟŽŶƐ ;DWKͿ ǀĂůƵĂƟŽŶ ƌŝƚĞƌŝĂ ͻ ^ƚĂƚĞǁŝĚĞ ĂŶĚ ƌĞŐŝŽŶĂů ƉůĂŶƐ ƚŚĂƚ ŝĚĞŶƟĨLJ ƚƌĂŶƐƉŽƌƚĂƟŽŶ ŶĞĞĚƐ ĂŶĚ ƉƌŽũĞĐƚƐ ƌĞƋƵŝƌĞĚ ƚŽ ƐĞƌǀĞ ĨƵƚƵƌĞ ƚƌĂǀĞů ĚĞŵĂŶĚƐ ŽǀĞƌ Ă ϮϬͲ ƚŽ ϮϱͲLJĞĂƌ ƉĞƌŝŽĚ ͻ Ŷ ĂŶĂůLJƐŝƐ ŽĨ ƉƌŽũĞĐƚĞĚ ƚƌĂĸĐ ǀŽůƵŵĞƐ ĂŶĚ ƉŽƉƵůĂƟŽŶ͕ ĂƐ ǁĞůů ĂƐ ďƵƐŝŶĞƐƐ ĂŶĚ ƌĞƐŝĚĞŶƟĂů ŐƌŽǁƚŚ ͻ Ŷ ĞǀĂůƵĂƟŽŶ ŽĨ ƚŚĞ ƉƌŝŽƌŝƟĞƐ ĨŽƌ ŝŵƉůĞŵĞŶƚĂƟŽŶ ŽĨ ƚŚĞ ƚƌĂŶƐƉŽƌƚĂƟŽŶ ƉůĂŶ ͻ ŝƟnjĞŶ ĂŶĚ ĐŽŵŵƵŶŝƚLJ ƉĂƌƟĐŝƉĂƟŽŶ ŵĞĞƟŶŐƐ ƚŽ ƌĞĐĞŝǀĞ ŝŶƉƵƚ ŽŶ ƚŚĞ ƚƌĂŶƐƉŽƌƚĂƟŽŶ ƉƌŝŽƌŝƟĞƐ ͻ ZĞƐŝĚĞŶƚƐ͛ ŝŶƉƵƚ ŽŶ ƚƌĂŶƐƉŽƌƚĂƟŽŶ ƉƌŝŽƌŝƟĞƐ Ăƚ ƚŚĞ ^z/W ƉƵďůŝĐ ŚĞĂƌŝŶŐƐ ŝƐ ŝŵƉŽƌƚĂŶƚ ŝŶ ĚĞƚĞƌŵŝŶŝŶŐ ǁŚŝĐŚ ƉƌŽũĞĐƚƐ ƚŽ ĂĚĚ ƚŽ ƚŚĞ ƉƌŽŐƌĂŵ ŽŶƚĂĐƚ sŝƌŐŝŶŝĂ ĞƉĂƌƚŵĞŶƚ ŽĨ dƌĂŶƐƉŽƌƚĂƟŽŶ ;s KdͿ͗ ŚƩƉ͗ͬ​ͬǁǁǁ͘ǀŝƌŐŝŶŝĂĚŽƚ͘ŽƌŐͬƉƌŽũĞĐƚƐͬƐLJƉͲĨĂƋ͘ĂƐƉ

EPR, P.C.

dŚŝƐ ƉƌŽŐƌĂŵ ŝƐ ƐƚƌƵĐƚƵƌĞĚ ĂŶĚ ĨƵŶĚĞĚ ƚŽ ŵĂŬĞ ƐŝŐŶŝĮĐĂŶƚ ƉƌŽŐƌĞƐƐ ŝŶ ƌĞĚƵĐŝŶŐ ŚŝŐŚǁĂLJ ĨĂƚĂůŝƟĞƐ ĂŶĚ ŝŶũƵƌŝĞƐ ŽŶ Ăůů ƉƵďůŝĐ ƌŽĂĚǁĂLJƐ ĂŶĚ ƐƚƌĞĞƚƐ

ͻ hƉ ƚŽ ϵϬй ŽĨ Ă ƉƌŽũĞĐƚ ĐĂŶ ďĞ ĮŶĂŶĐĞĚ ǁŝƚŚ s Kd ĨƵŶĚƐ͘ ůŽĐĂů ŵĂƚĐŚ ŽĨ ϭϬй͕ ĨƌŽŵ ŽƚŚĞƌ ƉƵďůŝĐ Žƌ ƉƌŝǀĂƚĞ ƐŽƵƌĐĞƐ͕ ŝƐ ƌĞƋƵŝƌĞĚ ͻ /Ĩ ƚŚĞ ĮŶĂů ƉƌŽũĞĐƚ ĐŽƐƚ ŝƐ ŚŝŐŚĞƌ ƚŚĂŶ ǁŚĂƚ ǁĂƐ ŽƌŝŐŝŶĂůůLJ ƐƵďŵŝƩĞĚ͕ ƚŚĞ ƉƌŽũĞĐƚ ŵĂŶĂŐĞƌ ǁŝůů ďĞ ƌĞƐƉŽŶƐŝďůĞ ĨŽƌ ŝĚĞŶƟĨLJŝŶŐ ƐŽƵƌĐĞƐ ĨŽƌ ĨƵŶĚŝŶŐ ŽǀĞƌ ƚŚŽƐĞ ĞƐƟŵĂƚĞƐ ůŝŐŝďůĞ WƌŽũĞĐƚƐ ͻ WƌŽũĞĐƚƐ ŝŶǀŽůǀĞ ƚŚĞ ŝĚĞŶƟĮĐĂƟŽŶ ŽĨ ŚŝŐŚͲĐƌĂƐŚ ƐƉŽƚƐ Žƌ ĐŽƌƌŝĚŽƌ ƐĞŐŵĞŶƚƐ͕ ĂŶ ĂŶĂůLJƐŝƐ ŽĨ ĐƌĂƐŚ ƚƌĞŶĚƐ ĂŶĚ ĞdžŝƐƟŶŐ ĐŽŶĚŝƟŽŶƐ͕ ĂŶĚ ƚŚĞ ƉƌŝŽƌŝƟnjĂƟŽŶ ĂŶĚ ƐĐŚĞĚƵůŝŶŐ ŽĨ ŝŵƉƌŽǀĞŵĞŶƚ ƉƌŽũĞĐƚƐ ůŝŐŝďůĞ ƉƉůŝĐĂŶƚƐ ͻ >ŽĐĂů 'ŽǀĞƌŶŵĞŶƚƐ͕ ƌĂŝůƌŽĂĚ ĐŽŵƉĂŶŝĞƐ͕ ĂŶĚ s Kd ŝƐƚƌŝĐƚƐ ĂŶĚ ZĞŐŝŽŶĂů ƐƚĂī ǀĂůƵĂƟŽŶ ƌŝƚĞƌŝĂ ͻ ǀĂůƵĂƚĞĚ ŽŶ Ă ƐƚĂƚĞǁŝĚĞ ďĂƐŝƐ ƌĂƚŚĞƌ ƚŚĂŶ ŽŶ Ă ůŽĐĂů Žƌ ĚŝƐƚƌŝĐƚ ďĂƐŝƐ ͻ >ŽĐĂƟŽŶƐ Žƌ ĐŽƌƌŝĚŽƌƐ ǁŚĞƌĞ Ă ŬŶŽǁŶ ͞ƐƵďƐƚĂŶƟǀĞ ƐĂĨĞƚLJഺ ƉƌŽďůĞŵ ĞdžŝƐƚƐ ĂƐ ŝŶĚŝĐĂƚĞĚ ďLJ ůŽĐĂƟŽŶͲ ƐƉĞĐŝĮĐ ĚĂƚĂ ŽŶ ƐĞǀĞƌĞ ĐƌĂƐŚĞƐ͕ ĂŶĚ ǁŚĞƌĞ ŝƚ ŝƐ ĚĞƚĞƌŵŝŶĞĚ ƚŚĂƚ ƚŚĞ ƐƉĞĐŝĮĐ ƉƌŽũĞĐƚ ĂĐƟŽŶ ĐĂŶ ǁŝƚŚ ĐŽŶĮĚĞŶĐĞ ƉƌŽĚƵĐĞ Ă ŵĞĂƐƵƌĂďůĞ ĂŶĚ ƐŝŐŶŝĮĐĂŶƚ ƌĞĚƵĐƟŽŶ ŝŶ ƚŚĞ ŶƵŵďĞƌ ĂŶĚͬŽƌ ĐŽŶƐĞƋƵĞŶĐĞƐ ŽĨ ƐĞǀĞƌĞ ĐƌĂƐŚĞƐ ͻ dŽ ĂĐŚŝĞǀĞ ƚŚĞ ŵĂdžŝŵƵŵ ďĞŶĞĮƚ͕ ƚŚĞ ĨŽĐƵƐ ŽĨ ƚŚĞ ƉƌŽŐƌĂŵ ŝƐ ŽŶ ĐŽƐƚ ĞīĞĐƟǀĞ ƵƐĞ ŽĨ ƚŚĞ ĨƵŶĚƐ ĂůůŽĐĂƚĞĚ ĨŽƌ ƐĂĨĞƚLJ ŝŵƉƌŽǀĞŵĞŶƚƐ ͻ WƌŝŽƌŝƚLJ ǁŝůů ďĞ ŐŝǀĞŶ ƚŽ ƉƌŽũĞĐƚƐ ŚĂǀŝŶŐ ŚŝŐŚĞƌ ƚŽƚĂů ŶƵŵďĞƌ ŽĨ ĚĞĂƚŚƐ ĂŶĚ ƐĞƌŝŽƵƐ ŝŶũƵƌŝĞƐ ĂīĞĐƚĞĚ ŽŶƚĂĐƚ sŝƌŐŝŶŝĂ ĞƉĂƌƚŵĞŶƚ ŽĨ dƌĂŶƐƉŽƌƚĂƟŽŶ ;s KdͿ͗ ,^/WƌŽŐƌĂŵΛsŝƌŐŝŶŝĂ Kd͘ŽƌŐ &ƵŶĚŝŶŐ

e lentation

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

dĂďůĞ ϭϯ

dĂďůĞ ϭϰ

;ϯͿ dƌĂŶƐƉŽƌƚĂƟŽŶ ůƚĞƌŶĂƟǀĞƐ WƌŽŐƌĂŵ WƵƌƉŽƐĞ

dŚŝƐ ƉƌŽŐƌĂŵ ŝƐ ĂŶ ŝŶŝƟĂƟǀĞ ƚŽ ĨŽĐƵƐ ŽŶ ĞŶŚĂŶĐŝŶŐ ƚŚĞ ƚƌĂǀĞů ĞdžƉĞƌŝĞŶĐĞ ĂŶĚ ĨŽƐƚĞƌŝŶŐ ƚŚĞ ƋƵĂůŝƚLJ ŽĨ ůŝĨĞ ŝŶ ŵĞƌŝĐĂŶ ĐŽŵŵƵŶŝƟĞƐ

&ƵŶĚŝŶŐ

ͻ hƉ ƚŽ ϴϬй ŽĨ Ă ƉƌŽũĞĐƚ ĐĂŶ ďĞ ĮŶĂŶĐĞĚ ǁŝƚŚ ĨĞĚĞƌĂů ĨƵŶĚƐ͘ ůŽĐĂů ŵĂƚĐŚ ŽĨ Ăƚ ůĞĂƐƚ ϮϬй͕ ĨƌŽŵ ŽƚŚĞƌ ƉƵďůŝĐ Žƌ ƉƌŝǀĂƚĞ ƐŽƵƌĐĞƐ͕ ŝƐ ƌĞƋƵŝƌĞĚ ͻ >ŽĐĂů ŵĂƚĐŚĞƐ ŵĂLJ ďĞ ŝŶͲŬŝŶĚ ĐŽŶƚƌŝďƵƟŽŶƐ ŝŶĐůƵĚŝŶŐ ƚĂŶŐŝďůĞ ƉƌŽƉĞƌƚLJ ƉƌŽĨĞƐƐŝŽŶĂů ƐĞƌǀŝĐĞƐ ĂŶĚ ǀŽůƵŶƚĞĞƌ ůĂďŽƌ ;dŚŝƐ ŝƐ Ă ƌĞŝŵďƵƌƐĂďůĞ ƉƌŽŐƌĂŵͿ

ůŝŐŝďůĞ WƌŽũĞĐƚƐ

ͻ WĞĚĞƐƚƌŝĂŶ ĂŶĚ ďŝĐLJĐůĞ ĨĂĐŝůŝƟĞƐ ƐƵĐŚ ĂƐ ƐŝĚĞǁĂůŬƐ͕ ďŝŬĞ ůĂŶĞƐ ĂŶĚ ƐŚĂƌĞĚ ƵƐĞ ƉĂƚŚƐ ͻ WĞĚĞƐƚƌŝĂŶ ĂŶĚ ďŝĐLJĐůĞ ƐĂĨĞƚLJ ĂŶĚ ĞĚƵĐĂƟŽŶĂů ĂĐƟǀŝƟĞƐ ƐƵĐŚ ĂƐ ĐůĂƐƐƌŽŽŵ ƉƌŽũĞĐƚƐ͕ ƐĂĨĞƚLJ ŚĂŶĚŽƵƚƐ ĂŶĚ ĚŝƌĞĐƟŽŶĂů ƐŝŐŶĂŐĞ ĨŽƌ ƚƌĂŝůƐ ͻ WƌĞƐĞƌǀĂƟŽŶ ŽĨ ĂďĂŶĚŽŶĞĚ ƌĂŝůǁĂLJ ĐŽƌƌŝĚŽƌƐ ƐƵĐŚ ĂƐ ƚŚĞ ĚĞǀĞůŽƉŵĞŶƚ ŽĨ Ă ƌĂŝůƐͲƚŽͲƚƌĂŝůƐ ĨĂĐŝůŝƚLJ ůŝŐŝďůĞ ƉƉůŝĐĂŶƚƐ ͻ ŶLJ ůŽĐĂů ŐŽǀĞƌŶŵĞŶƚ͕ ƐƚĂƚĞ ĂŐĞŶĐLJ͕ ŐƌŽƵƉ Žƌ ŝŶĚŝǀŝĚƵĂů ŵĂLJ ĂƉƉůLJ ƚŽ ƚŚĞ ƉƌŽŐƌĂŵ͘ ůů ƉƌŽũĞĐƚƐ ŶĞĞĚ ƚŽ ďĞ ĨŽƌŵĂůůLJ ĞŶĚŽƌƐĞĚ ďLJ Ă ůŽĐĂů ũƵƌŝƐĚŝĐƟŽŶ Žƌ ƉƵďůŝĐ ĂŐĞŶĐLJ ǀĂůƵĂƟŽŶ ƌŝƚĞƌŝĂ ͻ EƵŵďĞƌ ŽĨ ĨĞĚĞƌĂů ĞŶŚĂŶĐĞŵĞŶƚ ĐĂƚĞŐŽƌŝĞƐ ͻ /ŶĐůƵƐŝŽŶ ŝŶ Ă ƐƚĂƚĞ͕ ƌĞŐŝŽŶĂů͕ Žƌ ůŽĐĂů ƉůĂŶ ͻ WƵďůŝĐͬƉƌŝǀĂƚĞ ǀĞŶƚƵƌĞͲĐŽŽƉĞƌĂƟŽŶ ;ŵƵůƟũƵƌŝƐĚŝĐƟŽŶĂůͿ ͻ dŽƚĂů ĐŽƐƚ ĂŶĚ ŵĂƚĐŚŝŶŐ ĨƵŶĚƐ ŝŶ ĞdžĐĞƐƐ ŽĨ ŵŝŶŝŵƵŵ ͻ ĞŵŽŶƐƚƌĂďůĞ ŶĞĞĚ͕ ĐŽŵŵƵŶŝƚLJ ŝŵƉƌŽǀĞŵĞŶƚ ͻ ŽŵŵƵŶŝƚLJ ƐƵƉƉŽƌƚ ĂŶĚ ƉƵďůŝĐ ĂĐĐĞƐƐŝďŝůŝƚLJ ͻ ŽŵƉĂƟďŝůŝƚLJ ǁŝƚŚ ĂĚũĂĐĞŶƚ ůĂŶĚ ƵƐĞ ͻ ŶǀŝƌŽŶŵĞŶƚĂů ĂŶĚ ĞĐŽůŽŐŝĐĂů ďĞŶĞĮƚƐ ͻ ,ŝƐƚŽƌŝĐĂů ĐƌŝƚĞƌŝĂ ŵĞƚ͕ ƐŝŐŶŝĮĐĂŶƚ ĂĞƐƚŚĞƟĐ ǀĂůƵĞ ƚŽ ďĞ ĂĐŚŝĞǀĞĚ ĂŶĚ ǀŝƐŝďŝůŝƚLJ ĨƌŽŵ Ă ƉƵďůŝĐ ƌŝŐŚƚ ŽĨ ǁĂLJ ͻ ĐŽŶŽŵŝĐ ŝŵƉĂĐƚ ĂŶĚ ĞīĞĐƚ ŽŶ ƚŽƵƌŝƐŵ ŽŶƚĂĐƚ s Kd ĚŝƐƚƌŝĐƚ ŽĸĐĞƐ ʹ ǁǁǁ͘sŝƌŐŝŶŝĂ Kd͘ŽƌŐ

EPR, P.C.

;ϰͿ ĞǀĞůŽƉĞƌ WƌŽīĞƌ WƵƌƉŽƐĞ

ĞǀĞůŽƉĞƌ ĐŽŶƚƌŝďƵƟŽŶƐ͕ ŬŶŽǁŶ ĂƐ ƉƌŽīĞƌƐ͕ ƉƌŽǀŝĚĞ ŽŶĞ ƐŽƵƌĐĞ ŽĨ ĨƵŶĚŝŶŐ ĨŽƌ ĐĂƉŝƚĂů ĨĂĐŝůŝƟĞƐ͘ WƌŽīĞƌƐ ĂƌĞ ƚLJƉŝĐĂůůLJ ĐĂƐŚ ĂŵŽƵŶƚƐ͕ ĚĞĚŝĐĂƚĞĚ ůĂŶĚ͕ ĂŶĚͬŽƌ ŝŶͲŬŝŶĚ ƐĞƌǀŝĐĞƐ ƚŚĂƚ ĂƌĞ ǀŽůƵŶƚĂƌŝůLJ ŐƌĂŶƚĞĚ ƚŽ ƚŚĞ ŽƵŶƚLJ ƚŽ ƉĂƌƟĂůůLJ ŽīƐĞƚ ĨƵƚƵƌĞ ĐĂƉŝƚĂů ĨĂĐŝůŝƚLJ ĐŽƐƚƐ ĂƐƐŽĐŝĂƚĞĚ ǁŝƚŚ ƐƉĞĐŝĮĐ ůĂŶĚ ĚĞǀĞůŽƉŵĞŶƚƐ

&ƵŶĚŝŶŐ

ͻ dŚĞ ĐŽƐƚ ŽĨ ƚŚĞ ƉƌŽŐƌĂŵ ĐĂŶ ďĞ ĮŶĂŶĐĞĚ ǁŝƚŚ ĞǀĞůŽƉĞƌ ĐŽŶƚƌŝďƵƟŽŶƐ ůŝŐŝďůĞ WƌŽũĞĐƚƐ ͻ ZĞnjŽŶŝŶŐ ƌĞƋƵĞƐƚƐ ƚŚĂƚ ƉĞƌŵŝƚ ƌĞƐŝĚĞŶƟĂů ĂŶĚͬŽƌ ĐŽŵŵĞƌĐŝĂů ƵƐĞƐ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ƚŚŝƐ ƉŽůŝĐLJ ͻ ůƐŽ ĂĐĐĞƉƚ ĐĂƐŚ͕ ůĂŶĚ͕ ĐŽŶƐĞƌǀĂƟŽŶ ĞĂƐĞŵĞŶƚƐ Žƌ ŝŶͲ ŬŝŶĚ ŝŵƉƌŽǀĞŵĞŶƚƐ ŝŶ ĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚ ĐŽƵŶƚLJ ĂŶĚ ƐƚĂƚĞ ůĂǁ͘ ůŝŐŝďůĞ ƉƉůŝĐĂŶƚƐ ͻ ŶLJ ůĂŶĚ ĚĞǀĞůŽƉĞƌƐ ƐĞĞŬŝŶŐ Ă ƌĞnjŽŶŝŶŐ

dĂďůĞ ϭϱ

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Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

e lentation

dĂďůĞ ϭϲ

;ϲͿ s Kd ZĞǀĞŶƵĞ ^ŚĂƌĞ WƌŽŐƌĂŵ WƵƌƉŽƐĞ

&ƵŶĚŝŶŐ

ůŝŐŝďůĞ WƌŽũĞĐƚƐ

dŚŝƐ ƉƌŽŐƌĂŵ ƉƌŽǀŝĚĞƐ ĂĚĚŝƟŽŶĂů ĨƵŶĚŝŶŐ ĨŽƌ ƵƐĞ ďLJ Ă ĐŽƵŶƚLJ͕ ĐŝƚLJ͕ Žƌ ƚŽǁŶ ƚŽ ĐŽŶƐƚƌƵĐƚ͕ ƌĞĐŽŶƐƚƌƵĐƚ͕ ŝŵƉƌŽǀĞ Žƌ ŵĂŝŶƚĂŝŶ ƚŚĞ ŚŝŐŚǁĂLJ ƐƚLJƐƚĞŵƐ ǁŝƚŚŝŶ ƐƵĐŚ ĐŽƵŶƚLJ͕ ĐŝƚLJ͕ Žƌ ƚŽǁŶ ĂŶĚ ĨŽƌ ĞůŝŐŝďůĞ ƌƵƌĂů ĂĚĚŝƟŽŶƐ ŝŶ ĐĞƌƚĂŝŶ ĐŽƵŶƟĞƐ ŽĨ ƚŚĞ ŽŵŵŽŶǁĞĂůƚŚ͘ >ŽĐĂůŝƚLJ ĨƵŶĚƐ ĂƌĞ ŵĂƚĐŚĞĚ͕ ĚŽůůĂƌ ĨŽƌ ĚŽůůĂƌ͕ ǁŝƚŚ ƐƚĂƚĞ ĨƵŶĚƐ͕ ǁŝƚŚ ƐƚĂƚƵƚŽƌLJ ůŝŵŝƚĂƟŽŶƐ ŽŶ ƚŚĞ ĂŵŽƵŶƚ ŽĨ ƐƚĂƚĞ ĨƵŶĚƐ ĂƵƚŚŽƌŝnjĞĚ ƉĞƌ ůŽĐĂůŝƚLJ ͻ hƉ ƚŽ ϱϬй ŽĨ Ă ƉƌŽũĞĐƚ ĐĂŶ ďĞ ĮŶĂŶĐĞĚ ƵƐŝŶŐ ƚŚĞ ZĞǀĞŶƵĞ ^ŚĂƌĞ WƌŽŐƌĂŵ͘ ůŽĐĂů ŵĂƚĐŚ ŽĨ ϱϬй ŝƐ ƌĞƋƵŝƌĞĚ ůŝŐŝďůĞ WƌŽũĞĐƚ ŵĞĂŶƐ ǁŽƌŬ ŝŶĐůƵĚŝŶŐ ĐŽŶƐƚƌƵĐƟŽŶ͕ ƌĞĐŽŶƐƚƌƵĐƟŽŶ͕ ŝŵƉƌŽǀĞŵĞŶƚ͕ Žƌ ŵĂŝŶƚĞŶĂŶĐĞ ĂŶĚ ĞůŝŐŝďůĞ ƐƚƌĞĞƚ ĂĚĚŝƟŽŶƐ ĨŽƌ ǁŚŝĐŚ ZĞǀĞŶƵĞ ^ŚĂƌĞ WƌŽŐƌĂŵ ĨƵŶĚƐ ĂƌĞ ĂǀĂŝůĂďůĞ͘ ͻ ŽŶƐƚƌƵĐƟŽŶ WƌŽũĞĐƚƐ ĂƌĞ ƚŚŽƐĞ ƉƌŽũĞĐƚƐ ƚŚĂƚ ĐŚĂŶŐĞ Žƌ ĂĚĚ ƚŽ ƚŚĞ ĐŚĂƌĂĐƚĞƌŝƐƟĐƐ ŽĨ Ă ƌŽĂĚ͕ ĨĂĐŝůŝƚLJ Žƌ ƐƚƌƵĐƚƵƌĞ ƚŽ ƉƌŽǀŝĚĞ Ă ŶĞǁ Žƌ ƐŝŐŶŝĮĐĂŶƚůLJ ŵŽĚŝĮĞĚ ƚƌĂŶƐƉŽƌƚĂƟŽŶ ĨĂĐŝůŝƚLJ͘ ͻ ZĞĐŽŶƐƚƌƵĐƟŽŶ WƌŽũĞĐƚƐ ĂƌĞ ƚŚŽƐĞ ƉƌŽũĞĐƚƐ ƚŚĂƚ ĐŽŵƉůĞƚĞůLJ ƌĞƉůĂĐĞ ĂŶ ĞdžŝƐƟŶŐ ĨĂĐŝůŝƚLJ Žƌ ƐŝŐŶŝĮĐĂŶƚůLJ ŝŵƉƌŽǀĞ ƚŚĞ ĨƵŶĐƟŽŶĂůŝƚLJ ŽĨ ĂŶ ĞdžŝƐƟŶŐ ĨĂĐŝůŝƚLJ͘ ;ĞdžĂŵƉůĞƐ͗ ƌĞƉůĂĐĞŵĞŶƚ ƚŚƌŽƵŐŚ ƚŚĞ ƐƵďͲďĂƐĞ ŽĨ Ă ƉĂǀĞŵĞŶƚ ƐƚƌƵĐƚƵƌĞ Žƌ ĐŽŵƉůĞƚĞ ƌĞƉůĂĐĞŵĞŶƚ ŽĨ ďƌŝĚŐĞͿ ͻ /ŵƉƌŽǀĞŵĞŶƚ WƌŽũĞĐƚƐ ĂƌĞ ƚŚŽƐĞ ƉƌŽũĞĐƚƐ ƚŚĂƚ ĨĂĐŝůŝƚĂƚĞ Žƌ ĐŽŶƚƌŽů ƚƌĂĸĐ Žƌ ƉĞĚĞƐƚƌŝĂŶ ŇŽǁ͕ ƐƵĐŚ ĂƐ ŝŶƚĞƌƐĞĐƟŽŶ ŝŵƉƌŽǀĞŵĞŶƚƐ͕ ƚƵƌŶ ůĂŶĞƐ͕ ĐŚĂŶŶĞůŝnjĂƟŽŶ ŽĨ ƚƌĂĸĐ͕ ƚƌĂĸĐ ƐŝŐŶĂůŝnjĂƟŽŶ ĂŶĚ ŝŶƐƚĂůůĂƟŽŶ ŽĨ ŶĞǁ ƐŝĚĞǁĂůŬƐ͕ ƚƌĂŝůƐ͕ ĐƵƌď ĂŶĚ ŐƵƩĞƌ Žƌ ĂŶLJ ŶĞǁ ŝŶƐƚĂůůĂƟŽŶ ƚŚĂƚ ǁŝůů ĞŶŚĂŶĐĞ ƚƌĂĸĐ ŇŽǁ Žƌ ƐĂĨĞƚLJ͘ ͻ DĂŝŶƚĞŶĂŶĐĞ WƌŽũĞĐƚƐ ĂƌĞ ƚŚŽƐĞ ƉƌŽũĞĐƚƐ ƚŚĂƚ ŝŶǀŽůǀĞ ǁŽƌŬ ŝŶ ƉƌĞƐĞƌǀŝŶŐ Žƌ ƌĞƐƚŽƌŝŶŐ ƚŚĞ ƌŽĂĚǁĂLJ͕ ĨĂĐŝůŝƚLJ͕ Žƌ ƐƚƌƵĐƚƵƌĞ ƚŽ ŝƚƐ ŽƌŝŐŝŶĂů ĐŽŶĚŝƟŽŶ͕ ĂƐ ŶĞĂƌďLJ ĂƐ ƉŽƐƐŝďůĞ͘

EPR, P.C.

ůŝŐŝďůĞ ƉƉůŝĐĂŶƚƐ ͻ ŶLJ ĐŽƵŶƚLJ͕ ĐŝƚLJ͕ Žƌ ƚŽǁŶ ǀĂůƵĂƟŽŶ ƌŝƚĞƌŝĂ ͻ WƌŝŽƌŝƚLJ ϭ Ͳ ŽŶƐƚƌƵĐƟŽŶ WƌŽũĞĐƚƐ ƚŚĂƚ ŵĞĞƚ ƉƌŝŽƌŝƚLJ ĐƌŝƚĞƌŝĂ ŽĨ ĂĐĐĞůĞƌĂƟŶŐ Ă ƉƌŽũĞĐƚ ŝŶ ƚŚĞ ^ŝdžͲzĞĂƌ /ŵƉƌŽǀĞŵĞŶƚ WƌŽŐƌĂŵ Žƌ ƚŚĞ ůŽĐĂůŝƚLJ͛Ɛ ĐĂƉŝƚĂů ƉůĂŶ ͻ WƌŝŽƌŝƚLJ Ϯ Ͳ DĂŝŶƚĞŶĂŶĐĞ WƌŽũĞĐƚƐ ƚŚĂƚ ŵĞĞƚ ƉƌŝŽƌŝƚLJ ĐƌŝƚĞƌŝĂ ͻ WƌŝŽƌŝƚLJ ϯ Ͳ ŽŶƐƚƌƵĐƟŽŶ ĂŶĚ DĂŝŶƚĞŶĂŶĐĞ WƌŽũĞĐƚƐ ƚŚĂƚ ĚŽ ŶŽƚ ŵĞĞƚ ƉƌŝŽƌŝƚLJ ĐƌŝƚĞƌŝĂ ŽŶƚĂĐƚ s Kd ĚŝƐƚƌŝĐƚ ŽĸĐĞƐ ʹ ǁǁǁ͘sŝƌŐŝŶŝĂ Kd͘ŽƌŐ

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

e lentation

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EPR, P.C.

e lentation

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA dÄ‚Ä?ĹŻÄž Ď­Ďł /žƉůĞžĞŜƚĂĆ&#x;ŽŜ ŜĂůLJĆ?Ĺ?Ć? 6800$5< 2) 352326( ' ,03529(0 (17 &RXQW\ &LW\

(67,0$7(' &216758&7,21 52: 87,/,7,(6 &267

6+257 7(50 ,03529(0(176 Increase speed enforcement ($4,000.00 in City, $16,000.00 in \U County) Update the signal timing and phasing at each individual intersection and coordinate the traffic signals with one another. (County Section – assumes controller replacement and use of

3('(675,$ 1 5(/$7(' ,03529(0(176 % & $1$/<6,6

(comb. crash reduction analysis corridor wide)

insync or similar, radio comm) Install Roadway Lighting between Enterprise Dr. and Gristmill Rd. (initial section of the corridor in the County) Prohibit left turn egress from driveways within the functional area of signalized intersections (approximately 20¹ signs) (County Section) Modify the signal phasing so that northbound left turn movement operates when protected only Æ Cottontown Road Install queue detection equipment and advance warning beacons for drivers coming over the bridge approaching the intersection Æ Prior to Enterprise Dr. (eastbound) Incorporate northbound leg into the intersection’s traffic signal design by adding signal heads, detection, and westbound left turn lane, or close the entrance Æ Forest Brook Road

Install ped. push buttons and hand/man signals with countdown timers and crosswalks (City – Forest Brook, Wyndale)

Install ped. push buttons and hand/man signals with countdown timers and crosswalks (Cloverhill, Enterprise, Gristmill, Gravesmill, Cottontown)

Install bus shelters and lighting (GLTC has shelters. Estimated costs for pads and installation is $20,000 each location) Add sidewalks in the locations shown with red* (County Enterprise to Graves Mill)

not included

Add sidewalks in the locations shown with orange* in the sidewalk planning exhibit(County)

/21* 7(50 Add sidewalks in the locations shown with yellow* in the sidewalk planning exhibit (County)

0,' 7(50 ,03529(0( 176 Implement access management improvements including: median installation and driveway consolidation - Gristmill Drive to Graves Mill Road Modify the eastbound 9LVWD &HQWHU 'ULYH DSSURDFK to include a left turn lane, through lane and shared through/right turn lane. Modify the westbound (QWHUSULVH 'ULYH DSSURDFK to provide dual right turn lanes, dual left turn lanes and a single through lane.

Modify the westbound *ULVWPLOO 'ULYH DSSURDFK to provide a left turn lane and shared left/through/right turn lane.

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6KRUW 7HUP

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Widen from four lanes to six lanes and incorporate the appropriate bicycle and pedestrian amenities Æ County Section. (if phased, initial priority is Enterprise to Graves Mill) Update in September 2014 - Estimate assumes rebuilding entire roadbed to six lanes versus just adding two lanes to the existing road section. Includes lighting. R/W and utilities impacts may be extensive, cost estimates for impacts to be determined as part of preliminary design – initially estimated at 30% of construction cost.

Extend McConville Road to intersect Route 221 at a signalized intersection. This new traffic signal will replace the existing traffic signal at Wyndale Drive

1 $

*The “red�, “orange� and “yellow� sidewalk locations refer to those sections shown on the exhibit at the public meeting

0LG 7HUP ²

/21* 7(50 ,03529(0( 176 Widen from two lanes to four lanes and incorporate the appropriate bicycle and pedestrian amenities Æ Whitehall to Forest Brook (cost updated in September of 2014)

0,' 7(50 Add multiuse path in the City* from Whitehall to Forest Brook, includes lighting (City, option is to advance road project and do this with the road project)

&LW\ 3URMHFWV

Widen the westbound *UDYHV 0LOO 5RDG DSSURDFK to include dual left turn lanes, a through lane and a dedicated right turn lane.

EPR, P.C.

SHORT TERM

/RQJ 7HUP 7RWDO

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Appendices

EPR, P.C.

Appendices

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Appendix A

EPR, P.C.

Public Process Documentation

Appendices

ROUTE 221 CORRIDOR SAFETY STUDY CLOVERHILL BLVD TO FOREST BROOK ROAD

COMMUNITY INFORMATION MEETING

A public information workshop for the Route 221 Corridor Safety Study will be held on Thursday January 30th, 2014 at the Public Library in Forest, Virginia. The address is 15583 Forest Road, Forest VA 24551

There will be two meeting sessions during the day. The first session is from 1:00 PM to 2:30 PM, and the second session will be from 5:00 PM to 6:30 PM. Each meeting session will include a short presentation, followed by a “work session� around maps with information about the corridor. Attendees will be encouraged to provide input regarding safety concerns, corridor congestion, multimodal needs including sidewalks, bicycle accommodations, improved transit service, and any other issues or opportunities for this corridor.

If you would like more information about this meeting or the project, or if you need special accommodations under the Americans with Disabilities Act of 1990, please contact Bob White prior to the meeting at 434-845-3491 or by email at bwhite@region2000.org.

Project Description The Region 2000 Local Government Council and Central Virginia MPO, in partnership with Bedford County and the City of Lynchburg, and with assistance from EPR, P.C., has begun a safety improvement study for the Route 221 corridor. The study limits commence at Cloverhill Blvd in Bedford County and extend into the City of Lynchburg to Forest Brook Road. The purpose of the study is to identify and document opportunities for safety improvements, congestion reduction, and multimodal accommodations. Opportunities may include improved access management, turn lanes at key intersections, traffic operations improvements, and additional multimodal accommodations (walking, bicycling, transit access), among others. The study process will include two public meetings, with the first occurring in late January and the second meeting in March. The final study deliverable will clearly identify projects and potential funding sources to move the projects forward. The study will be completed in June of 2014.

City of Lynchburg Community Development 900 Church Street Lynchburg, VA 24501

ROUTE 221 CORRIDOR SAFETY STUDY CLOVERHILL BLVD TO FOREST BROOK ROAD

COMMUNITY MEETING LOCATION – FOREST PUBLIC LIBRARY

Bedford County Department of Planning 122 E. Main Street Suite G-03 Bedford, VA 24523

ROUTE 221 CORRIDOR SAFETY STUDY CLOVERHILL BLVD TO FOREST BROOK ROAD

COMMUNITY MEETING LOCATION – FOREST PUBLIC LIBRARY

w.wuensch From: Sent: To: Subject: Attachments:

Bob White [bwhite@region2000.org] Thursday, January 16, 2014 2:46 PM Bill Wuensch (w.wuensch@epr-corp.com) FW: Route 221 Corridor Study - Community Meeting Route 221 Meeting Announcement.pdf

Bill, See below for public participation documentation. I’ll be sending along the email list shortly. Robert E. White, AICP Deputy Director Region 2000 Local Government Council 828 Main Street, 12th Floor Lynchburg, Va 24504Ͳ1522 Phone: 434.845.3491 Ext. 220 Fax: 434.845.3493 EͲmail: bwhite@region2000.org

From: Kelly Hitchcock Sent: Thursday, January 16, 2014 12:35 PM To: Kelly Hitchcock Subject: Route 221 Corridor Study - Community Meeting

Route 221 Corridor Safety Study – Community Information Meeting A safety improvement study for the Route 221 corridor, between Cloverhill Blvd in Bedford and Forest Brook Road in Lynchburg, is being led by Region 2000 Local Government Council and the Central Virginia MPO, in partnership with Bedford County and Lynchburg City. The purpose of the study is to identify and document opportunities for safety improvements, congestion reduction, and multimodal accommodations. The first public information workshop for the Route 221 Corridor Study will be held on Thursday January 30th, 2014 at the Public Library in Forest, 15583 Forest Road, Forest, Virginia. There will be two meeting sessions. The first session from 1:00 PM to 2:30 PM, and the second session will be from 5:00 PM to 6:30 PM. Each meeting session will include a short presentation, followed by a “work session” around maps with information about the corridor. Attendees will be encouraged to provide input regarding safety concerns, corridor congestion, multimodal needs, including sidewalks, bicycle accommodations, improved transit service, and any other issues or opportunities for this corridor. A more detailed meeting and project description is attached. For more information about this pending meeting or the project, or if you need special accommodations under the Americans with Disabilities Act of 1990, please contact Bob White prior to the meeting at 434Ͳ845Ͳ3491 or bwhite@region2000.org 1

Bike Pedestrian Stakeholders Sent Route 21 Corridor Emails First Name

Last Name

Email

jabelle@randolphcollege.edu

John Amanda

Abell Adams

Bill Paul Steve Rick Ted

Ashe Bailey Barmwell Barnes Batt

Gigi Sean

Batt Bell

sean.bell@genworth.com

Regie

Bennett

reggieb6@hotmail.com

Steve

Bowman

steve@wheelpower.org

Robert

Brennan

robert.brennan@macvmd.com

Daniel Ken Robin David

Carey Carlton Clifford Cook

daniel.carey@centrahealth.com

Paula Joey

Dahl Daniel

pauladahl@verizon.net

James Joan

Day Deal

jday@bedfordva.gov joan.deal@centrahealth.com

Tyler

Edwards

te413803@gmail.com

amada.adams@cjmw.com

bill.ashe@macvmd.com pbailey@blairmarketing.com

barnwell.steve@yahoo.com rbarnes@randolphcollege.edu tbatt@academyfinearts.com

tedgigi@yahoo.com

kecarlton@verizon.net

Affiliation Randolph College; Lynchburg Area Food Council CJMW Artcitects

Street Address

Locality

2404 Terrell Place

Lynchburg

Medical Associates 2215 Landover of Central Virginia Place Blair Marketing 1203 St Cloud Ave Randolph College took CCC 3821 Sheringham Place Genworth Greenway Alliance 704 10th Street Wheelpower; Christian Cyclists group Medical Associates 2215 Landover of Central Virginia Place Team Tortoise bicycling group VDOT 156 Howard Drive

Lynchburg Lynchburg

Lynchburg

Altavista

Lynchburg

Lynchburg

bajabug72@aolcom David.cook@VDOT.virginia.gov 811 Velo Bicycling Group; YMCA

joeadaniel@aol.com

310 Overstreet Ln

Lynchburg

7612 Timberlake Rd. Apt 445

Lynchburg

2301 Rivermont Ave

Lynchburg

Chief, Bedford City Centra Health

Cap

Eschenroeder

hcesch@gmail.com

Team Tortoise bicycling group

Dave

Farley

d48farley@gmail.com

Team Tortoise bicycling group

Jeff Tamera Tom

Fedorko Ferguson Fitzgerald

info@riversiderunners.com

Riverside Runners

Laural

Foot

happifeet@msn.com

Kriss Rachel

Freeman Gagen

Kriss.Freeman@ipaper.com fortune8@comcast.net

Jack & Jan Bryan

Gellerstedt Gentry

gelljj@gmail.com

Jeff

Gray

scene3boardshop@gmail.com Scene 3

tameralw@gmail.com tfitzgerald@wileywilson.com

Wiley Wilson Greenway Alliance, 1704 Lexington ATC Drive Team Tortoise bicycling group retired folks that love to cycle

Lynchburg

608 Lake Vista Drive

Forest, VA

3400 Plymouth Place

Lynchburg

bryangentry@gmail.com

Bike Pedestrian Stakeholders Sent Route 21 Corridor Emails Jonathan Mark

Davy Kelly

Hale Haskew

Hazlegrove Hazlegrove

Leslie Barbara

Hogland Hopper

David

Horton

Brandon

Kosse

Abe

Loper

Kelly

Love

Douglas

Main

jhale@traxintl.com mhaskew@classikafitness.com

1021 Chowan Ave

kelly.hazlegrove@gmail.com

Lynchburg Area Greenway Alliance, Blackwater Bike Shop 18869 Forest Road Lynchburg DEQ; GLOC 140 Linden Ave Lynchburg

leslie.hoglund@vdh.virginia.gov

Virginia Dept. of Health; Lynchburg 1900 Thompson Health District Drive

info@blackwaterbikeshop.com

barbara.hopper@cjmw.com dhorton@liberty.edu brandon.kristi@gmail.com

abe.loper@gmail.com lovely_girl_62@yahoo.com mainones@juno.com

Bradley Joe

Malcolm Malloy

doctorski1@aol.com

David

Marple

david@lifemarkdesigns.com

Katrina Jacob

Marple McGlauflin

david@lifemarkdesigns.com

Daniel

McPeake

Ross

GLOC Lynchburg Area Greenway Alliance; Young 828 Main Street; Professionals 12th Floor 131 Easton Ave

4509 Fieldale Road Lynchburg

Kathy_n_joe@gmail.com Life Mark Designs

wanted to see nonprofitt 850 Victoria Avenue

GLOC

Coco

Michael

coco@lynchburg.edu

Tim

Miles

mudhoundus@yahoo.com

Ph. D. Mathematics Department Lynchburg College GLOC/Areva

tmillerywca@yahoo.com

YGYRL Leaders & Drum Ensemble Program Coordinator, YWCA 626 Church Street

Gary

Nero

David

Neumeyer

Lynchburg Lynchburg

108 Sunbury Place Lynchburg Team Tortoise bicycling group

Meyer

Miller Moreland

Lynchburg

Liberty University

jmcgruff@gmail.com dan4jeepin@hotmail.com romeyer2@yahoo.com

Terri Ted

Lynchburg

Owner, Classika Fitness

tedbikes2@verizon.net garynero@msn.com david.neumeyer@gmail.com

Donato Tom

Nosce Owen

dnosce@hotelequities.com towen@wileywilson.com

Ryan

Packett

rpack07@vt.edu

Kenny

Palmer

kpalmer@bedfordcountyva.gov

Guillermo R.

Pancheco Sanchez

gusapa@mindspring.com

General Manager; Wingate Liberty Universtiy Wiley Wilson

Amherst, lovest to cycle

Lynchburg

Lynchburg

Bike Pedestrian Stakeholders Sent Route 21 Corridor Emails Owner, Bikes Unlimited

1040 Running Cedar Circle

YMCA Team Tortoise bicycling group Team Tortoise bicycling group

1315 Church Street Lynchburg

Jack

Parker

jack@bikesunlimited.com

Jay

Parker

jayparker@lynchburgymca.org

Jim

Pittard

jimpittard@comcast.com

Steven

Plunkett

plunketts@mac.com

Robert

Pumphrey

richardpumphrey@gmail.com

Jeremy

Ramsey

Wren Eric

Roberts Schrader

jeremy@theaidstation.com Wren.Roberts@centrahealth.c om schrader_eric@hotmail.com

Joe

Seiffert

Joe4Council@aol.com

Past City Council member

Tom Robbie Sarah Jeff

Shahady Shull Shaw Smith

shahady@lynchburg.edu

Lynchburg College

Joe

Souza

Eric Marianne Laura-Gray Bethany

Spain Storton Street Sykes

spaineric@yahoo.com makcottage@aol.com lstreet@randolphcollege.edu

Scott

Wade

Scott.Wad@macvmd.com

Heather

Welcher

Shannon Jeremy Barry John

Weller White Witt Wormuth

hwelcher@traxintl.com shannonweller@gmail.com

Lynchburg College 104 Aldyar The Aid Station

Forest

Lynchburg

robbie.shull@gmail.com sasarah00@yahoo.com

jeff@rushhomes.org souzaJoe53@yahoo.com

1824 Clayton Ave

Lynchburg

623 Wyndhurst Drive, Unit 305

Lynchburg

Team Tortoise bicycling group Randolph College

bethanysykes@gmail.com

jeremy2@vlas.org burware@yahoo.com john@galazimodern.com

joshdavis681@gmail.com ladytwiss@gmail.com papazahn@msn.com dcarney32026@gmail.com

Team Tortoise bicycling group

Dire Wolf Cycling

CONTACT LIST FOR THOSE WITHIN 1000' OF THE CENTERLINE OF THE CORRIDOR Name name1 221 SOUTH DEVELOPERS LLC 221 SOUTH DEVELOPERS LLC 3ͲD FOREST LLC 3ͲD FOREST LLC 3ͲD LYNCHBURG LLC 3ͲD LYNCHBURG LLC A & W INVESTMENTS A & W INVESTMENTS ABCL LLC ABCL LLC ACC/VLA PARTNERSHIP ACC/VLA PARTNERSHIP ALLEN GROUP INC THE ALLEN GROUP INC THE ANDERSON APRIL C J & MAY A C & GOOCH JUNE C ANDERSON APRIL C J & MAY A C & GOOCH JUNE C ANDERSON GUY EDWARD JR & ANDERSON GUY EDWARD JR & ANGUS MOBILE HOMES ESTATE ANGUS MOBILE HOMES ESTATE ANNJO LAND CORP ANNJO LAND CORP ANTHONY PAUL J & ANTHONY SHERRYL S ANTHONY PAUL J & ANTHONY SHERRYL S ARTHUR JAMES D & ARTHUR PATRICIA D ARTHUR JAMES D & ARTHUR PATRICIA D AYERS MALCOLM E & AYERS MALCOLM E & B AND W PARTNERSHIP B AND W PARTNERSHIP BAKER MICHAEL T & JOYCE A BAKER MICHAEL T & JOYCE A BALLOWE CHARLES T & BONNIE M BALLOWE CHARLES T & BONNIE M BANK OF THE JAMES BANK OF THE JAMES BARBER FRANKLIN E & ELIZABETH M BARBER FRANKLIN E & ELIZABETH M BEACON CREDIT UNION BEACON CREDIT UNION BECKNER DOUGLAS A & BECKNER DOUGLAS A & BEDFORD FOUR INC BEDFORD FOUR INC BENDER MARK L & LINDSEY H BENDER MARK L & LINDSEY H BILLER JOHN R & ISABEL R BILLER JOHN R & ISABEL R BLACK FREDERICK E JR & MARY L BLACK FREDERICK E JR & MARY L BLANKENSHIP JOHN G & DORIS L BLANKENSHIP JOHN G & DORIS L BLANKENSHIP WILLIAM B BLANKENSHIP WILLIAM B BOHLING MARK ANDREW SR REVOCABLE TRUST BOHLING MARK ANDREW SR REVOCABLE TRUST BONNET WILLIAM H BONNET WILLIAM H BOOTH GEORGE M III & CYNTHIA T BOOTH GEORGE M III & CYNTHIA T BOSIGER BRIAN W BOSIGER BRIAN W BOSWELL LORRAINE S BOSWELL LORRAINE S BRAHLER JOANNE E BRAHLER JOANNE E BROWN FREDERICK R JR & BROWN FREDERICK R JR & BROWN THURMAN R BROWN THURMAN R BROWN WILLIAM F & KATHRYN I BROWN WILLIAM F & KATHRYN I BRYANT BARRY E & BONNIE M BRYANT BARRY E & BONNIE M BRYANT MARSHA BABCOCK REVOCABLE LIVING TRUST BRYANT MARSHA BABCOCK REVOCABLE LIVING TRUST BUCK HOLDINGS LLC BUCK HOLDINGS LLC BURNETTE ALBERT T BURNETTE ALBERT T BURNLEY DEBORAH J BURNLEY DEBORAH J BUSH MARY G BUSH MARY G BYERS JOHN D & DAISY I BYERS JOHN D & DAISY I C & I PROPERTIES C & I PROPERTIES C & M REAL ESTATE LLC C & M REAL ESTATE LLC CAELS ASSOCIATES CAELS ASSOCIATES CALLAHAN BETTY L CALLAHAN BETTY L CANADA DAVID H CANADA DAVID H CARLUND DARREN RICHARD & JAMIE L CARLUND DARREN RICHARD & JAMIE L CARPE DIEM LLC CARPE DIEM LLC CARTER CHARLES D JR & CARTER CHARLES D JR & CARTER DEBORAH BERKLEY CARTER DEBORAH BERKLEY CARTER STUART RILEY CARTER STUART RILEY CASE GARY W CASE GARY W CASH CARLTON W CASH CARLTON W CASH ROBERT W & PATRICIA M CASH ROBERT W & PATRICIA M CASSIDY JAMES W & CASSIDY LINDA CASSIDY JAMES W & CASSIDY LINDA CCM PROPERTY LLC CCM PROPERTY LLC CENTRA HEALTH FOUNDATION CENTRA HEALTH FOUNDATION WELLS FARGO BANK WELLS FARGO BANK CHERISH LLC CHERISH LLC CHIEF INVESTMENTS LLC CHIEF INVESTMENTS LLC CHUEH SHANͲSONG CHUEH SHANͲSONG CLAIBORNE DENISTRY CLAIBORNE DENISTRY CLAPP DENICE D CLAPP DENICE D CLAY KEVIN D & MICHELLE L CLAY KEVIN D & MICHELLE L COFER G WAYNE & RITA B COFER G WAYNE & RITA B COLEMAN FAMILY LLC COLEMAN FAMILY LLC COLES PEARL N COLES PEARL N COLUMBUS TIMOTHY COLUMBUS TIMOTHY COMMONWEALTH OF VA COMMONWEALTH OF VA COMPUTER ACCESS SERVICES COMPUTER ACCESS SERVICES CONNER JEFFREY A & CONNER DOROTHY H CONNER JEFFREY A & CONNER DOROTHY H COOK JAMES C & SANDRA H COOK JAMES C & SANDRA H COOPERATIVE SAVINGS BANK COOPERATIVE SAVINGS BANK CORONATO JENNIFER R CORONATO JENNIFER R COTHREN RICHARD K & JIMMIE LOU COTHREN RICHARD K & JIMMIE LOU COTTONTOWN MASTER HOLDINGS LLC COTTONTOWN MASTER HOLDINGS LLC COVEY R DRAKE & COVEY KAREN L COVEY R DRAKE & COVEY KAREN L CRAFT INVESTMENTS LLC CRAFT INVESTMENTS LLC CRAIG NANCY L CRAIG NANCY L CRAWFORD PHYLLIS J CRAWFORD PHYLLIS J CREASY IRVIN CARROLL & CREASY BARBARA CREASY IRVIN CARROLL & CREASY BARBARA CRESTAR BANK CRESTAR BANK CURRENT TIMOTHY G & KATHY M CURRENT TIMOTHY G & KATHY M CUSTOM STRUCTURES ARCHITECTURAL DESIGN CUSTOM STRUCTURES ARCHITECTURAL DESIGN D M H PROPERTIES LLC D M H PROPERTIES LLC DALTON JAMES A & PATRICIA G DALTON JAMES A & PATRICIA G DANIEL EARL B JR & DANIEL EARL B JR & DAUSSIN DAVID M & SHARON DAUSSIN DAVID M & SHARON DAVIS BOBBY R DAVIS BOBBY R DAVIS THOMAS F & DAVIS SCARLETT A DAVIS THOMAS F & DAVIS SCARLETT A

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ROBERTSON EARLENE & JEARLENE ROGERS JEFFREY R & ROGERS JEFFREY R & MELISSA K ROSSER JAMES A JR & ROSSER SHIRLEY POWELL ROWSE DAVID S & MELANIE M ROYAL THOMAS W JR RUCKER FRANCES J RULES L.L.C. RUNK & PRATT LLC SAND CRAIG R SARGEANT JOEL D & SARGEANT APRIL A SAVAGE THOMAS A & CHERYL SCARLETTO FREDERICK C & ANN T SCOTT CHRISTOPHER A SR SCOTT THOMAS E & L SHARON SCRIVENER R BRUCE & SELECTBANK SELF WILLIAM H JR & LEIGH ANN SHILOH METHODIST CHURCH SHOEBOX PROPERTIES LLC SKINNELL JOHN A & DORIS H SMITH CHRISTINE F TRUST SMITH DAVID M & ELIZABETH SMITH DONALD A & SHIRLEY SMITH JUDY E & GARRETT JOYCE M SNELL STANLEY L & SHIRLEY M SORRELLS BONNIE B SOUTHERN AIR INC SPANGLER LEROY & LYNN M SPECTRUM ENTERPRISES LLC SPRUCE HARRY L & ROXIE J STATON & SONS AUTO STEGER CREEK INC STERLING WEST PROPERTIES SWARTZ CHARLES T & MARY L SWEENEY PROPERTIES INC SWEET P'S LLC SWISHER JOHN R & MARGARET SYCAMORE CREEK PROPERTIES LLC TALLEY GENEVA GARRETT TANNER CLAIRE E TAYLOR MATTHEW S & TAYLOR STACIE H TERRY REAL ESTATEͲLYNCHBURG LLC THEISEN ROBERT S THOMPSON JOHN H & ANN M THOMPSON JOHN H & HALL WILLIAM D TIFFANY PETER D TILLMAN JOHN W & DONNA E TSUEI RONNIE MING HWA & NINA TURNER DANIEL W TWEEDY ROBERT O & MAYBERRY MONICA T TWILIGHT DEVELOPMENT CO LLC TY LLC VABEDCO INC VC ENTERPRISES LLC VILLAGE MOTORS INC VISTA VERDE PROPERTIES LC VITALE SALVATOE & ANTONINA LO DUCA VITALE VINCE WALKER CAUTHORN & VALOYCE WALLOWER TRACY CHRISTINE WALTHALL ANITA LYNN WASHBURN EDGAR M JR WASHBURN TERESA G & WASHBURN NANCY D WASMER THOMAS J & CAROL L WATKINS JAMES M JR & JUDY WC PROPERTIES LLC WEATHERHOLT O VICTOR & ANITA B WEATHERHOLT O VICTOR REVOCABLE TRUST WESTBOUND PROPERTIES LLC WESTERN WAYS INC WHITE JOHN A & NORMA S WILEY DAVID A & MARTHA K WILLIAMS ROBERT E & LOIS E REVOCABLE TRUST WILLIS LISA R WILSON TIMOTHY J &MELINDA WINN LARRY SR & WINN NANCY C WOODALL RONALD E & WOODALL JEAN M WOODBERRY ASSOCIATES LLC WOODS PROPERTIES LLC WRIGHT FOODS INC YEATTS BERNARD C & AIDA J ZIMPRITSCH JOSEPH E

Route 221 Corridor Safety Study Community Meeting #1 Thank you for coming to this meeting. The purpose of the project is to identify opportunities to reduce congestion, improve safety, and improve the ability to use transit, walk, and bicycle along the corridor. The purpose of this meeting is to discuss the project, share some initial findings about safety and congestion, and then provide an opportunity to hear from you – the users of this corridor, about your thoughts and ideas about how to improve travel conditions along this corridor.

Agenda 1. Welcome message 2. Project overview (short presentation) 3. Corridor review session (working session around the maps and comment boards)

EPR - “ ENGINEERING & P LANNING R ESOURCES ” 637 B ERKMAR CIRCLE , CHARLOTTESVILLE , VA 22901 MEMORANDUM

TO: BOB WHITE, AICP

FROM: BILL WUENSCH, P.E., PTOE

ORGANIZATION: CENTRAL VA MPO

DATE: FEBRUARY 3 RD , 2014

PHONE NUMBER:

SENDER’S REFERENCE NUMBER:

RE: ROUTE 221 CORRIDOR SAFETY STUDY – SUMMARY OF THE FIRST COMMUNITY MEETING

YOUR REFERENCE NUMBER:

URGENT

X FOR YOUR USE

PLEASE COMMENT

PLEASE REPLY

PLEASE RECYCLE

A community meeting was held from 1PM until 2:30PM, and then again from 5:00PM unitl 6:30PM on January 30th, 2014. A total of ten people attended the meetings, in addition to VDOT, County, City, MPO, and consultant staff. The meeting(s) commenced with a welcome message and presentation about the project, and then the participants were directed to large aerial images of the corridor containing information about the crash history intersection level of service. The attendees were asked to provide commentary about conditions along the corridor. Also, each attendee was given red and yellow sticky dots and were asked to place the dots at locations where they perceive the corridor to be congested or where safety concerns exist. In general, the feedback confirmed that the users of the corridor experience high degrees of congestion in the peak travel periods of the day. It was also indicated that there is a desire to identify places along the corridor where sidewalks could constructed to accommodate walking trips from the neighborhoods or bus stops to commercial areas. Furthermore, several attendees noted that there seem to be an excessive amount of driveways, or poorly organized site access along the corridor. Commentary was provided regarding Graves Mill Road approaching Route 221 relative to the need for turn lanes into the shopping center. The topic of coordinating signals to reduce the amount of stopped traffic along the 1

EPR - “ ENGINEERING & P LANNING R ESOURCES ” 637 B ERKMAR CIRCLE , CHARLOTTESVILLE , VA 22901

corridor was brought up. The sticky dots were largely clustered around Enterprise Drive, Gristmill, and Graves Mill Road intersections, although other locations were flagged also. The following provides a direct translation of the comments from the comment forms, comment sheets, and sticky dot input regarding the congested and perceived unsafe areas along the corridor. From the comment sheet handout: x It seems that a lot of people don’t know road rules about turning in a 2 lane road to stay in the same lane. It’s an issue coming onto Graves Mill exit to left on Greaves Mill Road. x Yes, we need sidewalks. At a minimum from high density apartments toward schools and shopping centers. x The strip from Mill Race (toward Forest) to end of Graves Mill to Forrest Road/221 is dangerous from 5 to 6:30 PM. x Bike lanes – no money to pay for them but they are needed for safety and alternative transportation. Start with school, Ͳ sidewalks and bike lanes. x Lights need to be synchronized. x Sidewalks are needed in certain areas. x No bicyclesͲ too dangerous. x Area is getting very commercial. x Try traffic signals instead of lights. Comment Boards x Lower speed limit to 35 mph on Graves Mill x Dual lefts at Enterprise insufficient extend lanes – traffic blocks thru lanes x Turn lanes at Grave Mill are too short x Cross parcel access policy x Pedestrian crosswalks needed at unsignalized and signalized location (Walgreens, etc x Enterprise bus stop – move it further south. x Ped/bike trail from north of Enterprise development between 221 and RR tracks to east x More ped/bike facilities near residential x Stop light signal timing @Enterprise Drive – seems to be the same everyday/all day x Lynchburg Road/221 intersection – bad/high volume. Main feeder to residential/WalͲ Mart to the north (Forest Brook Road to WalͲMart Ͳ some people might use as cut through) x Whitehall Road towards the east – find x Change Road name from Peace Street – not peaceful x Heritage Baptist Church – very heavy weekend traffic! x South of 221 between Lynchburg and Jefferson Ridge. 2

EPR - “ ENGINEERING & P LANNING R ESOURCES ” 637 B ERKMAR CIRCLE , CHARLOTTESVILLE , VA 22901

x x x x x x x x x x x x x x x x x x x x x x x x x x x

Assess into Heritage onto Lynchburg – no crossover. This creates problems on Lynchburg Road because people from Lynchburg coming to Heritage Church. Coming out of auto dealership = turning left is impossible. Must go firth and do a UͲturn. Tight turn lane by Burger Kink – seems to be problematic trying to make a right going east towards Graves Mill Grist Mill as curt through – super dangerous Coming north on Graves Mill Road towards Route 221 . There is no turn lane for going left – Dangerous! Left turn lane onto Enterprise is very long driving in rich hour. 221 towards the west. Vista Center Drive – cut thru from Graves Mill to Enterprise. Homestead as cut thru/ runs parallel to 221 No center turn lanes on Enterprise Drive into Walgreens At US Cellular/DJ Electronics Plus (Gristmill) extension of westbound turn lane eliminated left turn into the site. Can Poplar Forest Center and US Cellular parking lots be joined? This would give US Cellular access to Grist Mill signal. See above. Access road along north side between Gristmill and Graves Mill. Need northbound left turn lane on Graves Mill at Gristmill – close calls Need signal coordination. Speeding is an issue. Need more enforcement. Far too many curb cuts. Blind hill creates a dangerous condition east of the SͲN. Fatality occurred at Wayne Drive 5 or 6 years ago. Queuing on Vista Center should have turn lanes at Gables Site. Vista center will get busier. Enterprise dual right turn lanes has a no turn on red sign for the inside right turn lane. People do not obey that sign. Enterprise at 221 is dangerous for pedestrians. Consider improving the ability to talk from Forestdale to the shopping center to the east. Shared access – forest cove access. Dangerous movements from Burger King access. People turn onto 221 and try to cross all lanes to get to left turn lanes. Graves Mill access into the food lion – too many access points. Westbound at Cloverhill – due to curve and hill sight distance to stopped traffic can be a concern. More signal ahead signs and warning beacons. 3

EPR - “ ENGINEERING & P LANNING R ESOURCES ” 637 B ERKMAR CIRCLE , CHARLOTTESVILLE , VA 22901

x x x x x x x x x x x x x x x x x x x x x x x

Signal coordination needed (western section especially) Can be a race track going west from Jefferson Ridge Parkway. Need more speed enforcement. Less congestion Jefferson Ridge to Cottonwood. Roundabouts @ just east of Forest Brook Road, Jefferson Ridge, Cottonwood, Graves Mill. Sidewalks and bike lanes (separated from cars) needed through, bus service too. Need two eastbound through lanes at the expressway intersection. Do not like the center two way left turn lane. Speeding – need more enforcement. No bike lanes on 221 – would fear that the lane widths would be reduced. Peace Street – no left turn lane off of it out onto Route 501 bud people do it anyways. No turn tapers, need more of those. There is a need for sidewalks. Consider going west from the new mall area. Lack of sewage in the growth corridor. Shared business drives. No more stop lights Potential problem – Woodberry Lane/Woodberry Sq. Pl – diagonal intersection. Concerned about stop light. Graves Mill should have turn lanes into the shopping center on the west. Problem in the midͲ0day with the turns off of Graves Mill Road – aggressive drivers. Issues with lane exchanges in turn off of expressway onto Graves Mill Road. Tractor trailers use Peace Street to make deliveries to adjacent businesses. Need to keep that access. Comments on Graphics Forest Cove 1 shopping center (at Graves Mill/221) has too many entrances. Find opportunities to combine them and create access between the businesses. Notice the future development parcels in the northeast corner of Graves Mill, and behind the Kerr Tire and Automotive business.

Congestion Concerns (yellow dots): x 1 yellow dot southbound at the expressway x 1 yellow dot northbound at the expressway x 2 dot at Walgreens and Enterprise x 2 dots westbound approach at Enterprise x 1 dot at McDonalds are entrance x 1 at Graves Mill end of Gristmill

4

EPR - “ ENGINEERING & P LANNING R ESOURCES ” 637 B ERKMAR CIRCLE , CHARLOTTESVILLE , VA 22901

x x

2 at Cottontown 3 for the eastbound approach to the expressway

Safety Concerns (red dots): x 1 at Cloverhill x 3 at Gristmill x 3 at Graves Mill x 3 at Enterprise x 1 at Walgreens entrance at Enterprise x 1 dot at Woodberry Square Place entrance x 1 dot at Bryant Road/221 x 1 dot between the Auto Extras and Royal Autos x 1 dot at entrance to Berglund luxury auto. x 1 dot at entrance to Billy Craft Chrysler Jeep Hyundai x 2 dots for westbound at the expressway. x 3 at Expressway x 3 at 3 entrances (one dot each entrance) on Graves Mill into shopping center x 1 at Cottontown x 1 at Forest Cove 1 Center x 1 at Graves Mill end of Gristmill x 1 dot at Wyndale drive (western leg) and adjacent access points Additional Comments (provided before the meeting) x Concern by a business: a bus stop across Lakeside. I understand during wet weather a puddle forms at the stop and as the bus approaches, it splashes the people waiting at the stop. Can the stop be moved away from the puddle so people aren’t splashed? x I took bus # 6 and walked from Billy Craft. First thing I noticed is that the sidewalk ends once you cross into Bedford and you can see the trail in the grass in both sides proof that a lot of people walk there. A couple of years ago I walked from the opposite direction, took bus # 7 and walked from Graves Mill Shopping Ctr to Generation Solutions, also without a sidewalk. x I also saw two cyclists, one without a helmet and both with dark clothes, we have to do our part if we are going to have a little respect from drivers someday. I use my blinkies even during the day and a reflective vest that bought at Tractor Supply, they might not be chic or fancy but takes away the same stupid excuse they always use: "I didn't see you..." The advantage of those is that you use them of top of your jacket in winter or if you use a backpack instead of a rack. x The obvious improvements for that road would be sidewalks and sharrows or bike lanes. 5

EPR - “ ENGINEERING & P LANNING R ESOURCES ” 637 B ERKMAR CIRCLE , CHARLOTTESVILLE , VA 22901

Photos of the Aerial Graphics Showing the DOT Locations 6

EPR - “ ENGINEERING & P LANNING R ESOURCES ” 637 B ERKMAR CIRCLE , CHARLOTTESVILLE , VA 22901

END OF MEMORANDUM ATTACHMENT: 1. Meeting signͲin sheets 7

Route 221 Corridor Safety Study Meeting #1 - January 30, 2014 Name (first)

Name (last)

Representing

Ed

Anderson

Citizen

Ed

McNally

Citizen

Kendall

Craft

Craft Auto

Bob

Tweedy

Citizen

June

Jakobowski

Citizen

Jim

McQuade

Citizen

Jay

Guy

VDOT

Rick

Youngblood

VDOT

Todd

Daniel

VDOT

Brian

Casella

VDOT

Linda

Rose

Rose Computers

Lonnie

Rose

Rose Computers

Josiah

Tillett

Bedford Planning

Rick

Read

CBCRead

Brad

Robinson

Bedford County

Jim

jacobs

DJ Electronics Us Cellular

COMMENT SHEET Route 221 Corridor Safety Study January 30th , 2014 The Study Team needs to hear from you regarding your concerns, issues, and opportunities for the Route 221 corridor. Your input is valued and will inform the planning process. Thank you! Please leave the comment sheet in the comment box, or you can also send or deliver (by February 7th, 2014) your comments to: Bob White Region 2000 828 Main Street, 12th Floor Lynchburg, VA 24504

ROUTE 221 CORRIDOR SAFETY STUDY CLOVERHILL BLVD TO FOREST BROOK ROAD

COMMUNITY INFORMATION MEETING #2

A public information workshop for the Route 221 Corridor Safety Study will be held on Thursday April 11th, 2014 at the Public Library in Forest, Virginia. The address is 15583 Forest Road, Forest VA 24551. The meeting will be conducted in an open house format between the hours of 1:30 and 6:30PM. The purpose of the meeting is to present the draft recommendations and receive comments and additional input regarding the recommendations. The draft recommendations will be displayed and attendees will be encouraged to provide their input and comments. The recommendations address topics such as safety improvements, corridor congestion, multimodal improvements including sidewalks, bicycle, and transit service accommodations and improvements. If you would like more information about this meeting or the project, or if you need special accommodations under the Americans with Disabilities Act of 1990, please contact Bob White prior to the meeting at 434-845-3491 or by email at bwhite@region2000.org.

PROJECT DESCRIPTION The Region 2000 Local Government Council and Central Virginia MPO, in partnership with Bedford County and the City of Lynchburg, and with assistance from EPR, P.C., have been conducting a study of Route 221 corridor between Cloverhill Blvd in Bedford County and Forest Brook Road in the City of Lynchburg. The study began in January of 2014 and will be concluded in June of 2014. The purpose of the study is to identify and document opportunities to reduce congestion, improve safety, and accommodate bicycle and pedestrians as needed. The opportunities that have been identified to date include projects such as signal coordination, additional turn lanes at intersections, changes to traffic control devices, access management improvements, sidewalks, bicycle accommodations, and improved access to bus stops. The first public meeting was conducted in late January to introduce the project and receive input about the corridor. A project website has been in place and additional comments have been received over the past couple of months. The April meeting is the final community meeting. The final study document will identify projects to be addressed in the short, mid, and longer term timeframes, along with potential funding sources for implementation.

Dept. of Community Development 900 Church Street, Second Floor Lynchburg, VA 24504

Dept. of Community Development 122 E. Main Street, Suite GͲ03 Bedford, VA 24523

EPR, P.C. “ E N G I N E E R I N G & P L A N N I N G C IVIL • S TORMWATER • T RAFFIC • April 16, 2014 The 2nd public meeting for the Route 221 Corridor Safety Study was conducted on April 10th, 2014 at the Forest Library. The meeting was held between 1:30PM and 6:30PM. Throughout the day, approximately 56 citizens attended the meeting. The attendees were greeted by representatives of Region 2000, VDOT, the City, Bedford County, and EPR (consultant group). The format of the meeting was an “open house” type setting where informational boards were displayed and the attendees were encouraged to provide comments via the comment boards or by comment sheets. The display boards included the following information: 1. Summary of public feedback to date. 2. Summary of crash data and statistics for various parts of the study area along Route 221 3. DRAFT Recommendations summary boards for: a. Safety b. Access Management c. Traffic Operations d. Multimodal (sidewalks and bicycle accommodations) Fifty comments were recorded via the comment boards and/or comment sheets. Overall, the comments were supportive of the draft recommendations, and were generally consistent with the commentary received on the project website. There was some concern relative to the (long term) access management concept(s) about restricting access to adjacent businesses, though there was an equal amount of support for the safety benefits resulting from access management. Commentary was provided for areas outside of the study area for this project. These comments will be forwarded to the City and County for their information and consideration in future study efforts. The following provides a summary of the comments received at the April 10th, 2014 public meeting. 1. Medians and synchronized traffic lights would create vast improvements in the safety of the traffic flow by reducing disruptions to orderly transitions of speed and direction. 2. Add shared bike lane/ped path on Route 811. 3. Widen 811 at least for 3 lanes, needs 4 lanes. (from resident) 4. Traffic signal at fire station needed (Rt 811) 5. Enterprise advance beacon timing is off. 6. Enterprise needs right turn overlap. 7. Extend westbound enterprise left turn lanes. 8. Left turn lane onto Route 811 needs to be extended on Route 221.

9. Route 221 at Breezewood – yellow time is too short. Light doesn’t change when left turn lane is empty (check detection). 10. In City, stop using pavers, economically expensive tax money better used elsewhere (i.e. Wards Ferry Road). 11. East of the expressway the traffic is very heavy. Need to widen Route 221 east of the expressway. 12. Many cars run red lights. 13. No left turns out of Graves Mill Center during peak hours. 14. Graves Mill/Gristmill intersection sight distance blocked by shrubs. 15. Sidewalks not needed, use space for roadway widening for turning lanes (start at Food Lion past Sheetz). 16. Can’t get to businesses. 17. “Your Speed Is ……” signs would be helpful. 18. Speed enforcement is needed. 19. Left turn into Walgreens – redesign to address the left turn conflicts. 20. Graves Mill / 221 northeast corner access would be difficult with medians. No way to get back eastbound from the parcel. 21. Improve Coffee Road to act as a reliever road. Road is a federal aid facility. 22. If every major intersection were equipped with lighted street signs overhead (as they are at Forest Road and Enterprise Drive) there would be fewer accidents caused by drivers searching for signage. 23. Do something about the continuous right turn lanes – dangerous. 24. Add stop light/signal at Walden Pond Apartment Homes. 25. Need more enforcements 26. Connect Homestead to Gristmill. 27. Gristmill – odd sign – “turn only at signal”. 28. 221/Enterprise – “No Right on Red” sign is too small. Cars in left – right turn lane frequently run the light. 29. 221 at Lakeside – Need additional lane for cars going to Lakeside. 30. Do more Bike path/walk paths to increase this kind of traffic along the roads? 31. Add lane markings/signs earlier to allow drivers time to get into correct lane. Markings blocked by congestion. 32. Consider strobes at the signals. 33. Pull stop bar back at locations where left turning entering vehicles “clip” cars that have crept over stop bar (Old Forest). 34. Lakeside lane shifts. 35. Advance warning prior to signals. 36. Why sidewalks near Walgreens?

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37. The “no right on red” at Enterprise is too small. 38. Wayne drive has bad “dips”. Need to fill them in. 39. Intelligent signal control – link all lights. 40. 221/Cottontown – west/south – red light running. Warning beacon would help, relocate signal heads to near side. 41. Forest Dale could use a signal. 45 homes on Bedford County side, 69 homes on Lynchburg side. 42. Speed limit at 45 is high for volume and access. 35 Walgreens to SunTrust of Cottontown. 43. Proposed development will compound the problems. 44. Sidewalk from Forestdale to the Expressway. 45. On Enterprise, provide left turn lane into Walgreens. 46. Time the lights from Walgreens to Nissan, Graves Mill ant 221 Intersection with Graves Mill and Gristmill. 47. Right turn lane from Graves Mill to 221 (at Shiloh Church). 48. Proposed median would make it difficult to turn into the shopping centers. 49. Continuous right/merge at intersection of 221 and 501. The result is traffic couldn’t be stopped at the light and traffic could merge onto 501 South. 50. Traffic light at Kroger gas station entrance needed to curb the red light running.

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COMMENT SHEET Route 221 Corridor Safety Study April 10th , 2014 The Study Team needs to hear from you regarding your thoughts on the draft recommendations, and any other ideas/concerns you wish to share. Your input is valued and will inform the planning process. Thank you! Please leave the comment sheet in the comment box, or you can also send or deliver (by April 24th, 2014) your comments to: Bob White Region 2000 828 Main Street, 12th Floor Lynchburg, VA 24504 BWhite@region2000.org

Summary of Website Comments Route 221 Corridor Safety Study

SUMMARY OF WEBSITE COMMENTS

1. Message There needs to be a left hand turning lane for Walgreens on Enterprise Dr. driving towards Wyndhurst.

2. Message I am all for progress, but I also think as stewards of the community, we have a responsibility for the safety of our residents and community. This proposed project ends at Forestbrook Road and therefore will bottleneck before the entrance of the Walden Pond community. I would like to kindly request for a consideration and adjustment to be made for the project to extend further and allow for a stoplight at the entrance of our community. This would allow an ease in traffic congestion and allow for safer turns out of our community. Since my time here, I have seen so many non-serious accidents and fender benders and believe that installing a traffic light would greatly decrease the risk as well as the chances of someone truly getting hurt. While this is an additional expense for the project, I know it would offer a sense of security & safety to our residents and employees. Our community has 41 buildings and houses 492 households. A stoplight would be a great resolution to a problem that will continue to get worse as traffic and businesses grow in the Lakeside Drive area.

3. Message Needed along 221: Sidewalks along both sides of 221 to extend to Lynchburg City Limits and Wyndhurst. Crosswalks at stop lights Benches and/or shelters at bus stops Reduced speed limit from 45 mph to 35 mph between Sheetz near fire department and Bank of the James Bike path adjacent to railroad tracks Reduce number of business entrances along 221 by providing adjoining access roads between businesses. Tighter regulations regarding signage and landscaping along 221 to prevent visual obstructions and to enhance 221 beautification.

4. Message 1. Reduce speed limit between Sheetz and Bank of the James. Intersection of 221 and Cottontown is particularly dangerous at evening commute time due to speeding and inattention of Westbound drivers. There is nothing to slow/calm westbound traffic into the intersection. 2. Provide sidewalks along the route. They are needed in particular between Enterprise Drive and the neighborhoods behind Subway. The beat-down paths through the grass are evidence of the large amount of pedestrian traffic already present. 3. Crosswalks are needed at each major intersection. There are a significant number of pedestrians crossing 221 each day with no protection. Between Cottontown and Enterprise, the employers/employees are predominately on the North side of 221 and the services/restaurants are on the South. 4. Reduce the number entrances from businesses directly onto 221. Many have more than one. Also, on the service roads connecting to 221 (Gristmill, McDonalds, Food Lion, etc.) there are many business entrances that are too close to the 221 entrance. Drivers exiting the businesses do not have sufficient visibility of traffic exiting off 221 which sometimes is moving quickly. 5. A center divider is needed to limit and control left turns, particularly between Graves Mill and Gristmill. Some kind of control is also needed to prevent the right turn lane from becoming another high speed traffic lane, particularly eastbound between Gristmill and

Summary of Website Comments Route 221 Corridor Safety Study

Graves Mill. 6. Control signage and plantings directly adjacent to the road which limit visibility of oncoming traffic to cars entering 221.

4. Message Glad you are doing the safety study. I would suggest two things: 1. A bike lane. I see cylists on 221, but the congestion, speed, and rolling hills makes it unsafe. 2. Please consider traffic circles/round abouts. I see many calls for more traffic lights; however, traffic lights will add to the congestion. Traffic circles keep the traffic flowing, there's very little maintenance, and they work when the power is out. They have a high capital cost, but they have long-term benefits. They also help control speed.

5. Message Concerned entering and exiting Gables at Jefferson Forest Apartments especially exiting. At times very difficult exiting because of volume of traffic. Traffic from the north most bothersome because of hill and bend in road. Should there be a traffic light here before a serious accident takes place?

6. Message Bikes shouldn't be allowed on 221, period! The road is already dangerous enough & trying to pass one safely while contending with heavy traffic is ludacris. Unfortunately, everyone is always in a hurry & it's just not a safe road for bikers nor the drivers; as they're impeding flow of traffic.

7. Message The Lynchburg metropolitan area is the only area I have driven that has NO roads with three travel lanes per direction. It is too late for most sections of the area, but eventually I would expect 221 to go to all the way to Bedford as a multi-lane road. Further development should be set back far enough to allow for six lanes instead of four.

8. Message Rt. 221 is an extremely dangerous road. As you know, it has numerous businesses, and the speed limit is 45 m.p.h. People travel at much higher speeds, and cars are continuously coming into the flow of traffic from the local businesses. It seems to me that the speed limit needs to be reduced by at least 10 m.p.h. In addition, perhaps a greater police presence would be helpful if speed limits were enforced. Another BIG problem with 221 would be the passing lines. The passing zones are EXTREMELY dangerous in that cars pass when it is not safe to do so, and other drivers don't let cars back in - or they can't let them back in. It is a serious situation, and it needs to be addressed. Furthermore, the entrance to the new Kroger (by the gas station entrance) is very dangerous. It would be very helpful if a light was put in at that point. Thank you for your consideration of these comments.

9. Message 221 is heavily congested and dangerous. Areas for concern- 1. Traffic light at Cloverhill is unnecessary 2. Eastbound and Westbound traffic near Graves Mill Shopping Plaza is frequently heavily congested due to poorly designed turn lanes, ill-timed traffic lights,

Summary of Website Comments Route 221 Corridor Safety Study

and reckless driving. 3. Eastbound lanes approaching the intersection at 501 near the Hess station are frequently backed-up as the right-turn lane is inadequate in length 4. Traffic light at Forest Brook is extremely hazardous, as traffic entering Lakeside and turning left near the News-Advance will often block all lanes of traffic. Overall, the entire corridor is not equipped to handle current traffic needs and is a safety concern.

10. Message First, the speed limit of 45 mph at Graves Mill Shopping Center is exceedingly dangerous. No vehicle should be coursing through that heavily -trafficked area at such a fast speed. Second and even more dangerous is the flow of cars making a right turn from Enterprise Drive onto 221 northbound. The cars rarely yield and often-times feel they have the right-of-way despite a red light. Cars travelling toward Lynchburg have to slow and yield even though they have a green light. The cars on Enterprise Drive should be REQUIRED to come to a complete stop. I travel this route many times a day and should not have to submit my passengers to these hazards.

11. Message The addition of designated walking/bicycle lanes would be beneficial and offer safer access for residents and business clientele in the area. A reduction of congestion would certainly be welcomed.

12. Message Stop the terrible speeding. I go 45-50 mph and the traffic speeds by me. Perhaps raise the speed limit and then ENFORCE IT.

13. Message We live on Rt. 221. The main problem we witness is excessive speed - a huge portion of drivers exceed the speed limit by a large margin. Intersections are a major problem, especially caused by those running red lights.

14. Message We need turn lanes at the library and the dump. We need signs for slower traffic to keep right.

15. Message Unnecessary stop lights are causing congestion. 2 in particular seem to have very little cross traffic and accomplish nothing other than traffic congestion and the resulting decrease in safety. These are at Cloverhill Blvd and Rustic Village. The light at Cloverhill is particularly dangerous because of the often slippery downhill bridge lane immediately before the light. This intersection should be closed and the meager traffic from Cloverhill Blvd rerouted to Ambassador Dr and/or Newcomb Blvd which already have turning lanes and a stoplight would not be necessary. Barriers should be placed to prevent left turns into the bank entrance and the bank should be encouraged to build an entrance opposite Newcomb Blvd.

Summary of Website Comments Route 221 Corridor Safety Study

16. Message I have traveled Rt. 221 for over 40 years as well as many other streets similar to the one in this study. I believe that adding basic street lighting similar to the lights on the new Rt 460 corridor near the Lynchburg Airport would be a tremendous safety asset especially for night driving on this route. I think cruelty the road passage is too dark especially at night, making the side streets, businesses, curbing, sidewalls, extremely hard to see and recognize for the speed limits posted on that section of roadway.

17. Message I have traveled Rt. 221 for over 40 years as well as many other streets similar to the one in this study. I believe that adding basic street lighting similar to the lights on the new Rt 460 corridor near the Lynchburg Airport would be a tremendous safety asset especially for night driving on this route. I think cruelty the road passage is too dark especially at night, making the side streets, businesses, curbing, sidewalls, extremely hard to see and recognize for the speed limits posted on that section of roadway.

18. Message I have traveled Rt. 221 for over 40 years as well as many other streets similar to the one in this study. I believe that adding basic street lighting similar to the lights on the new Rt 460 corridor near the Lynchburg Airport would be a tremendous safety asset especially for night driving on this route. I think cruelty the road passage is too dark especially at night, making the side streets, businesses, curbing, sidewalls, extremely hard to see and recognize for the speed limits posted on that section of roadway.

19. Message As a daily commuter on the 221 corridor, I would like to suggest three main bottlenecks and problem areas for further study. These three areas are mentioned below and these comments are based on the morning commute. (1) Traffic attempting to change lanes from left to right to prepare to turn from 221 to Graves Mill Road causes problems in front of the Graves Mill Center. The right turn lane is not well defined in this area and traffic attempting to enter the shopping center from 221 can be problematic, especially when some drivers stop to allow them to cross and others do not stop. I see several potential accidents from drivers exiting McDonalds onto 221 in this area also. (2) After Enterprise Drive (morning commute), there is a large number of lane changes that happen as drivers try to poisition themselves for the right turn behind the shopping center, bypassing the intersection at 221/Graves Mill Road. (3) Along Graves Mill Road, there is a problem when the center turn lane stops and vehicles clog the left travel lane waiting to turn left into Forest Dental Center. Under normal conditions, this would not be problematic, but combined with driving habits and heavy traffice volume associated with the morning commute, this is a receipe for disaster. Finally, a couple of general observations: (a) The 45 mph speed limit seems unsafe in the congested area between Enterprise Drive and Graves Mill Road. There are a large number of driveway entrances and uncontrolled intersections in this area. (b) There are a large number of entrances/exits from the Graves Mill Road Shopping Center, leading to many drivers being surprised by people turning or stopping to leave 221/Graves Mill Road and others entering 221/Graves Mill Road. Surprises equate to crashes when drivers are following too close or exceeding

Summary of Website Comments Route 221 Corridor Safety Study

the speed limit. Thank you for the opportunity to contribute to the study. Please reply with questions for need for clarification.

20. Message Need to find a way to slow down traffic. Since 221` went to 4 lanes in Forest cars are doing 55 + MPH and it is not designed for that speed. Its not a by-pass but a local road with business and homes off it.

21. Message slower traffic needs to keep right,its the law,place signs,enforce impeding the flow of traffic,by educating,warnings..move Kroger outlet north near electrical substation,to improve sight distance,slower traffic is the main problem people get mad and dart in and out,by keeping right the flow will improve and speeders will be easier to pick out,,thanks

22. Message bike lane Bike Safety

23. Message Looking at data there are way to many accidents on 221. It is way to dangerous for bicyles or people walking on 221. This should be treated like the Lynchburg Expressway. There are also to many turn offs and entrances to 221. Also could think about doing away with right turn on red and only have turns with protected arrows. Need som way to get money into the VOLUNTEER Fire and Rescue Depts that have to respond to all these crashes.

24. Message Enforcement of the speed limit would make this road safer. Most drivers travel at 10 to 15 MPH over the 45MPH posted limit.

25. Message Increased police both county and state running radar, along with ticketing drivers that are hazaedous driving. Lane changes, just reckless driving. Having the lights timed better during peak times to create a better flow. The turn lane going toward Lynchburg from Forest at BB&T down to Suntrust is one of the worst place of Rt 221. Seal all exits and create one turn lane and take advantage of the current traffic lights to enter the shopping center. As a rescue squad member I can't tell you how many crashes I been to in that area. Lastly the Enterprise Dr, Rt 221 intersection is a very screwed up pattern , we have a pattern that allows R turn on red in the lane closest to Walgreen but the second lane is not a R turn. People pulling out on the redlight. BAD planning. THE NO TURN SIGN IS TO SMALL, or maybe most people need eye wear to see the sign. Lastly, I truly belive that if more people are ticketed for traffic infractions the less crashes that would occur. The sheriff dept is out there ,just not enough of them, hire more police On a lighter note, Route 221could be renamed "The Forest Road 500"

26. Message The Graves Mill Plaza has bushes that are terribly placed along Graves Mill Rd. When

Summary of Website Comments Route 221 Corridor Safety Study

one pulls out of the plaza onto Graves Mill Rd., it is pretty much a blind exercise. I cannot understand for the life of me why those bushes are allowed to be in the location they are.

27. Message Red light cameras especially at Graves Mill/Forest Rd, Cottontown/Forest Rd. and Enterprise/Forest Rd. It is amazing the number of vehicles who disregard the red lights. Speed cameras all along the corridor, and perhaps permanent roadside speed indicators - i.e. "Your speed is XX mph." Overall more comprehensive enforcement of existing laws - stop signs, turn signals, speed limits. It is a rare occasion when a law enforcement presence is noted. Stricter enforcement of cell phone usage and texting. On average, 30 to 40% of the drivers at the intersection of Enterprise and Forest Rd are actively using a cellular device. Coordinating signal lights is a waste of money and effort if drivers simply ignore them. 28. Message We need a traffic light at the entrance to our Forest Dale subdivision. During rush hour traffic it is a nightmare trying to get in or out of the subdivision .Forest Dale Drive is the only way to access/exit the entire subdivision.

29. Message You must synchronize the signal lights from the intersection of 501/221 through Perrowville Rd/221.

30. Message I travel 221 between highway 811 and the lynchburg expressway daily for work. Accidents are frequent along this stretch during morning and afternoon commutes. Left turns out of businesses into the turning lane seem to major cause of accidents. Also, the 45 mph speed limit is too high from enterprise drive to the expressway. 31. Message TRAFFIC LIGHTS !!!! I travel from Route 811 to Old Forest /221 intersection. The traffic lights need to be working so they do not stop traffic flow when NO ONE is waiting to enter onto route 221. Gristmill is the worst!!! Stops you for no reason (nobody waiting to come onto 221!! I don't know if they are on sensors or timers or what, but they are wacky

32. Message My biggest concern is the number of cars that "run" the traffic lights at the corner of route 221 and Cloverhill Blvd. I have repeatedly had "near misses".

33. Message Plans need to include bicycle lanes. You have a college and a large apartment complex on this road just outside of the study area in the city. I have often encountered bicycles in this area and there is no shoulder to ride on. With the proliferation of both shops and student population in the area bicycles will also be increasing.

Summary of Website Comments Route 221 Corridor Safety Study

34. Message My concern with the 221 safety is that residents of Maple Hills have a very hard time making a left hand turn onto 221. It's very dangerous. Now we have the turn lane into Woodberry Square that makes it dangerous to make a left off of 221 into Woodberry Lane. There is going to be ahead on there in the turn lane.

35. Message The lines in 221 are very poorly painted, without glass beads in the paint and they become invisible when it is dark and raining. I drive 14 miles everyday from Lowry to Forest.

36. Message Enforce the speed limit. People speed, run red lights, cut you off. What we need is more police presence early in the morning and early evening during rush hour traffic.

37. Message The stretch of Rt. 221 between Enterprise Dr. and Graves Mill Rd. needs the most attention when it comes to safety improvements. The congestion is compounded by traffic trying to enter and exit existing businesses along this stretch. Rt. 221/Lakeside Dr & Old Forest Rd are becoming more congested as additional shopping centers emerge along these corridors. Currently, entering the Fresh Market shopping center is fine from Old Forest Rd. However, to exit from that direction involves crossing two lanes of traffic without benefit of a middle turning lane to allow a vehicle to advance halfway across Old Forest and wait for traffic to clear. Lakeside Dr. is more congested and will continue to become more so with new restaurants and shops opening. Expanding this portion from 2lane to 4-lane would relieve existing and future congestion. Thank you for allowing those of us who live off of and travel Rt. 221 on a regular basis the opportunity to bring these issues to your attention.

38. Message Catch speeders going 10 or over. Add stoplight at Kroger. Fix turn lane light at Pebo's gas station. It turns on when no one is turning. Even at 5 in the morning. Sheetz light changes through all signals sometimes when no one is around (everytime it rains.) Expand turn lane at intersection heading into Wyndhurst. Old people and idiots will stop in the traveling lane to get into the turn lane. It's like the yellow middle turning lane is lava and must be avoided. Seriously. get. into. the. turning. lane! Also, coming out of Wyndhurst. If turn light is red it means stop. Not quickly inch out to scare people going straight. Stop then turn. Not zoom out and say oops.. sorry.

39. Message Before undertaking any work, I feel a police presence would greatly reduce the number of traffic accidents. Drivers speed 10 to 15 mph over the speed limit with aggressive drivers swerving across lanes. I have NEVER seen one police officer, either city, county or state, along this stretch of road. Before spending money to rebuild the road, try enforcing the safety laws first!

Summary of Website Comments Route 221 Corridor Safety Study

40. Message Without an overpass at the 501/221 intersection there will never be any improvement in traffic flow nor opportunity for any more development.

41. Message I have a main concern with the stoplight at Bank of the James. I work there and am constantly seeing people running red lights! I know if I had pulled out a few times I would have gotten slammed. Not sure what to do, the road is congested and people nowadays won't slow down, if you don't go 60 out there they run you over, stay on your car until you get over, speed up or turn off. I've gotten hands thrown up at me, the finger, I can see people saying things to me all because I'm in the left lane going 50!! It's crazy. We also need better exit ramps at intersectons. I really wish the police would be out there in unmarked cars for at least a week to observe so they can see....Thanks for listening to me!

42. Message The intersections with stoplights need to be lit at night the same way the intersection of Rt. 811 and Bateman Bridge Road are. They would better mark the intersections at night as the traffic approaches. I live near and travel on this road and many people run the stop lights.

43. Message There are several places along 221 (Forest Road) where signs (temporary and permanent) block the vision of drivers leaving business parking lots. For example, the Jiffy Lub sign plus a curve in the road blocks the vision of drivers leaving Jiffy Lub. Drivers leaving the Good Will store sometimes cannot see well when entering Forest / 221 because of the signs in front of Father's Table Cafe. There are other places where drivers need to pull out into traffic without getting a clear view of traffic on 221 / Forest. Thank you.

44. Message We currently live in Forest Dale Subdivision. Approx. 70% of day very unsafe to make a left out of subdivision heading west due to heavy traffic both ways. Lights east and west are not timed to allow opening to get out. If west bound traffic clears, east bound traffic is heavy not allowing a west exit without danger. Same with east bound traffic being clear, west bound is heavy. We majority of time make a right going and proceed behind Express Lane store to use traffic light at BBT Bank to go west.

45. Message We need a traffic light at the corner of Wayne Dr and Rt.221. The hill blocks your view when making a left turn onto 221. Also, when the car dealership across the street opens again, the left turn lane that everyone pulls into while making the turn will be a sight of more head on collisions than it already is. We have had a number of accidents and near misses. The intersection of Rt 221 and Graves Mill Rd. is a mess. Since the shopping center has internal roadways several entrances/exits should be closed off. Drivers should go to the lights to enter and exit the center. The current configuration encourages poor decision making and multiple accidents that could be prevented. On Rt. 221, in front of

Summary of Website Comments Route 221 Corridor Safety Study

Walgreens, there is a Walgreen entrance that allows drivers heading towards Lynchburg to turn right off 221 into Walgreens. Drivers heading towards Forest do a U-turn from the turn lane for Enterprise Dr. to go to Walgreens rather than go thru the light and turn off of Enterprise. Good luck! Thank you for allowing me to make suggestions. We were sued for $750,000.00 for a fairly minor accident at the corner of Wayne Dr - I work at Backstitches and I hear the brakes and horns, and see the near misses all day long.

46. Message 1) A traffic light at the entrance to the Forest Kroger Store and/or the Forest Square Shopping Center is needed. 2)The speed limit from Forest Middle School to the intersection of Old Forest Rd. should be reduced to 35 mph.

47. Message My biggest safety concern is the large flashing signs in a very high traffic area that distract drivers attention. Think about it, I'm going to take my eyes off the road at Enterprise drive to read a sing meant to improve safety? Wow, special.

48. Message The speed limit on 221 should be lowered between Cottontown Rd & Perrowville Rd. to 35. With businesses on both sides of the road and only one turn lane. The sign at intersection at Enterprise Dr. & 221 that says no right turn from this lane (left lane, right turn) should be made larger or taken down since it is ignored. Install traffic camera to ticket those who ignore lights & signs.

49. Message There should not be a turn lane leading to the Graves Mill Center- I have seen several accidents where the inside lane stops to let someone cross 3 lanes of traffic only to be hit by a car driving in the outer most turn lane. It is crazy. A fixed median needs to be along that line and only have turns at the intersections into the shopping center.

50. Message I live in Maple Hills off route 221. Many times during the day it is almost impossible to turn left onto route 221 (west). This is caused most of the time by traffic backing up at the light at Hawkins mill road and the CVS. At meal time, with the traffic associated with the Subway restaurant, I see many drivers taking unnecessary chances. This used to happen in Lynchburg on Fort avenue at the intersections with Perrymont and Toledo. Additional lights addressed the problem and there was a lot less traffic involved.

51. Message The study is certainly needed. One of the worst problems from end to end is people running red (not even yellow) lights, especially noted at our street: 221/Cloverhill Blvd. Cameras would be good, but will probably not pass through the Bedford or Lynchburg councils. Thanks. rkj

Summary of Website Comments Route 221 Corridor Safety Study

52. Message Thank you for working to coordinate lights through this area in both directions and at all times. When traveling north towards Lynchburg, the light at Enterprise might be given more time. I note that I usually stop there when heading to work in the 7 am range. Heading home to Forest ( south bound) I will comment that the light at Cloverhill was poorly placed, being directly south of the bridge. I imagine this light was placed for the convenience of particular resident of that subdivision. It should have been placed at Ambassador instead. It backs up traffic that has just gotten up to speed from Enterprise and I imagine is a source of rear end collisions over the crest of the hill. Thank you for taking my comments.

53. Message I think there may be too many driveways opening up to those sections of road. It is very hard to get in and out of McDonalds and Fiesta Tapatia. Their main points of entry are not at lights where ingress and egress are safest. Closing those openings and directing traffic to the light controlled areas would help flow. Regarding 501 and 221 by Billy Craft Honda, It would be better for everyone if the expressway extended over lakeside and old forest and was a direct rout. Those intersections could be clover leafs like fort. Intersecting an expressway and a major road like 221 with a light is problematic. It is only going to get worse as businesses build up there around Fresh Market.

54. Message I've lived off Maple Hills Dr. For 23yrs. And what I haven't seen is anyone getting ticketed. What this area needs is for the city and Bedford to patrol it and hand out some hefty tickets.. Every day I see people driving 10-15 miles an hour over the limit and weaving in and out of traffic,and trying to run over the person who is driving the speed limit. This is a big part of the problem. Thank you.

55. Message Rt 221 has become very dangerous to travel. There are three things that come to mind. If you are traveling from Old Forest Rd to 221 and you are looking to make a left on Enterprise drive, busy street with YMCA, there are two turning lanes but one lane is not quite as long as the other. This creates havoc there is no reason for the other lane not to be as long as the other lane so that there would be enough room for those wanting to make a left. Then if you continue down the road, making a left onto Thomas Jefferson 811 is an absolute nightmare. That lane is not long enough to hold the volume of traffic that turns left there at 5:00 pm at night and I am sure other times. Cant that turning lane be extended? Then this I think is going to continue to get worse. All along the busy part of 221 Graves mill to past eneterprise there is one turning lane, so those that want to turn left or right are runnging into each other. Its hard for me to explain but if I am coming from old forest and I want to make a left into Food lion but someone is coming from 811 and they want to make a left into Amy's nails there is one turning lane for both of us to use and we are going in opposite directions.

Summary of Website Comments Route 221 Corridor Safety Study

56. Message Traffic flow is pretty good. One issue is the school bus stop at Gables Dr. Bad spot. Sometimes the kids take a while to get on/off the bus. Westbound traffic gets backed up to the point that cars & trucks coming over the hill there have little warning that cars are stopped for the bus ahead of them.

57. Message Enforce speed limits and tailgating laws to lower accidents. People ride your bumper at 45 when traffic lanes are heavy in both lanes and weave in and out of traffic in the hopes of saving a minute. End result more accidents. Just my 2 cents worth. You can send a lot more and get less results. Thanks for the opportunity to participate.

58. Message Enforce speed limits and tailgating laws to lower accidents. People ride your bumper at 45 when traffic lanes are heavy in both lanes and weave in and out of traffic in the hopes of saving a minute. End result more accidents. Just my 2 cents worth. You can send a lot more and get less results. Thanks for the opportunity to participate.

59. Message Rt. 221 from Rt. 501 (Billy Craft Honda) to Wyndhurst is a dangerous stretch of highway. However, as a cyclist, it is biked regularly, primarily in the summer. The addition of "Share the Road" signs would be helpful. Implementing bike lanes would be ideal to ensure our safety due to the heavy traffic.

60. Message Lynchburg just needs 221 to be 4 lanes. Too much traffic and development for 2 lanes. Build for future not just for a temporary period

61. Message I travel this area every day going to work in the Lynchpin Industrial Park. Traffic is very congested. Adding the Fresh Market shopping center has increased traffic. It is a regular thing to see people run through red lights to keep moving. Please consider making improvements to traffic flow before further development takes place. Don't create another Wards Road.

62. Message It gets pretty bad before you get to Walgreen's if you want to get to 29 from graves mill road. No way to get over there

63. Message First, I want to thank you for this safety improvement study. I have lived at 17559 Forest Rd for 44 years and watch what at that time I considered the boonies grow into a small major city in regards to traffic and population. One of my major concerns is when I try to come out of my driveway no matter what time of day, if I am going right toward Lynchburg sometimes I can get a break other times I am taking a chance. But if I need to go left toward Forest, the majority of the time I have to take a right go the Jiffy Lube turn

Summary of Website Comments Route 221 Corridor Safety Study

around in their drive and then head toward Forest. If I am coming home from Lynchburg, I will move to the center lane just as I pass Jiffy Lube while giving my left hand signal only to have traffic move in behind me thinking I am going to Enterprise. When the five lanes were first completed the start of the turn lane was right in front of my drive, since the repaving and painting of the lines the turn lane did move a little pass my driveway but that still does not stop people from moving into the center lane before they should. We just thank God we have not had a major accident. Now with the apartments almost done and people will be moving in my chances of exiting or entering my driveway will be even more of a problem.

64. Message I live off 221 near graves mill center it is my option that the road is constructed well and needs in improvements . The residents do not need to bothered by construction delays save the mony for a worthwhile project

65. Message I have lived out in Forest over 20 years and have volunteered as a Firefighter for 25 years in Forest, the changes to Forest Road that I see area's of improvement would include, we need to reduce the number of areas that you can cross over and turn to either side of the road way. We also need to improve the middle turning lane, as that is what is for not an additional driving lane. The stop lights need to flow better, there are times that I have sat for 4 to 5 cycles trying to turn left on Forest Road from Graves Mill, we need to improve the flow coming out of Lynchburg into the County. I am fearfully by placing a bike lane on Forest Road, there are just to many distraction for drivers on the busy roadway to have to contend with cycles. I would rather see those folks travel secondary roadways. Thanks,

66. Message I would install barriers between lanes and not all left hand turns except at lights

67. Message My family lives off 221 on Mayfield dr. It is getting unsafe to turn in/out of Wayne drive. I have almost been hit head on multiple times in the center turn lane trying to turn from 221 on to Wayne drive by people trying to turn into Auto extras including a semi. Very scary. It is also difficult when you have people darting over in that lane right in front of you to turn in to Beacon. It's near impossible to get out during rush hour. There really needs to be a traffic signal and/or restructuring of the turn lane since it is at a crest of a hill.

68. Message My husband and I travel the Rt 221 corridor daily and have done so since the early 1990s, when it was still 2 lanes. We live in Homestead Haven, Bedford County. I am appaled by the number of vehicles, including school busses, that run the stoplights all along this section of road. If I could have 2 wishes, it would be for stoplight cameras that would result in tickets for these drivers. The second wish would be some way to discourage drivers from using Bateman Bridge/Homestead for a fast cut through to and from Rt 811 so they can briefly avoid Rt 221. The road into our subdivision is so dangerous that I will

Summary of Website Comments Route 221 Corridor Safety Study

no longer risk riding a bicycle on the 2 lane road that runs through my neighborhood, even well after the school and business day has begun. I worry that some day some engineer who has never been here will decide to straighten out Bateman Bridge and Homestead, making it faster and hence much more dangerous. Sirens on rescue vehicles racing to wrecks are audible at least twice a week in the morning, and less often, evenings. My husband has to cross Rt 221 from Enterprise to Vista Centre get to work. Much too often he tells me, "I nearly bought it again today. Some man (or woman) ran the light again;" or they turned from the wrong lane, turned into Walgreen against the "Do Not Enter" sign, cut off other drivers, or were speeding. There is virtually no police presence here. I realize the police force is spread thin, but in this stretch of road where Bedford County, Campbell County and Lynchburg city come together, it actually appears that none of those agencies will take ownership of this problem area. Technological solutions like cameras make sense here, along with slower speed limits and perhaps coordinating lights to smooth out the flow of traffic.

69. Message There needs to be two "No Left Turn After Green Arrow" signs hanging at the signal light at the intersection of Forest Rd and Cottontown Rd. ( It's a no brainer and it can't be that hard or expensive to do) There's way too many accidents at this intersection from reckless people trying to beat the on coming traffic to make left turns onto Cottontown Rd and left turns into CVS. I know nothing will be done, but at the very least it gives me a chance to vent. For that I am extremely grateful.

70. Message Our concern is with the amount of people who run the light when it turns red on 221 coming out of Cloverhill Blvd this has happened many times and we now make sure even though we have the green light we always look both ways - cause speeding cars always come from both directions - someone is going to get killed there. Also concerned about the addtional traffic the The Gables At Spring Creek will create especially if it has an entrance on Cloverhill because coming around the corner from 221 it will cause rear end crashes to those turning into the road to the apartments. There is a lot of backup traffic around 8 am from Walgreens back to Cloverhill and 221 - the turn lane onto Enterprise is blocked every morning so traffic doesn't move well.

71. Message 221 from Cottontown Rd. to Enterprise Dr. is very congested during most business hours. There are a lot of traffic signals that slow traffic considerably and too much commercial activity requiring cars to slow down and turn off. It's very inconvenient driving to and from Bedford having to pass through this area.

72. Message I've just moved back to Lynchburg and it takes me at least 5 to 6 minutes to get out due to the amount of traffic on this highway. And sometimes I have to go the obosit way just to get on the highway

Summary of Website Comments Route 221 Corridor Safety Study

73. Message I suggest that the speed limit in the busy area from Enterprise Drive to Cottontown Rd. be reduced to 35mph

74. Message wayne dr traffic volumer update

75. Message I think that this study needs to also take into account the heavy traffic flow on SR 811 with the back ups. There seems to already be unused stoplights already in place at some of the intersections from poplar forest to waterlick. Many trucks use this route. It should not take me 30 plus minutes to go from 460 in New London to just past Billy Craft Honda in the city.

76. Message I utilize 221 to get from Forest to Roanoke. I switch to route 460 in Bedford. I would love it if this were made I to a four lane hwy instead of a two lane hwy. inevitably I be some stuck behind a very slow driver with almost no opportunity to pass.

77. Message Need both Graves Mill lanes to allow left turns onto 221 toward Forest. Now, people jockey around cars in left lane (who are stopped trying to turn into Food Lion) and that is dangerous. The Graves Mill right lane should allow left, straight or right turns. Currently that lane allows only straight or right turns.

78. Message Center lane (turn lane) is dangerous. Drivers use it as a speed up lane to enter into the traffic flow and do not look ahead for drivers in the lane trying to make a turn. Not enough stoplights. Speed limit of 45 mph is excessive...needs to be lowered. Law enforcement needs to ticket drivers that exceed the speed limit and also run red lights.

79. Message A number of the issues along this corridor are due to lack of enforcement of cell phone and texting drivers and running of red lights. I came from the Baltimore/DC area and have never seen the red light running as bad as here. I have a new young driver in the family and our first point of safety is to wait after a light turns green, two or three cars are going to run through. I think the traffic light adjustments at 501 and 221 had made an improvement. We need red light cameras at most intersections.

80. Message A turning lane to the Bedford County Recycle center next to Aylors would be a great help. It slows morning traffic and could be a traffic hazard. Best wishes in your endevour!

81. Message In the 5 seconds it take to read the two non-traffic related flashing state signs flashing this

Summary of Website Comments Route 221 Corridor Safety Study

survey each car travel 330 feet...while not focused on actual traffic or road conditions. and you elected to install them near highly congested intersections. Please discontinue such deployments in the future. 211 is fine except for the new Goode intersection design, which will lead to further accidents. thank you

82. Message I live in Forest all my life and 221 has been my daily commute route since I can remember. The changes on 221 have came slow, infact not fast enough. The adding of four Lane from the Lakeside Drive area to the Forest Road has brought more traffic some good and some bad. I still deal with traffic issues coming home between 4pm & 7pm. I have a solution and examples of other areas in Virginia I have had the pleasure of traveling through, area such as Midlothian Va, Tysons Corner and Fairfax Va. Their Road have six to eight lane the business sections to help the ever growing traffic concerns.With better street lighting like signs and traffic signals, Upgrades to 221 are very vital to the Forest Community, it will bring more jobs and other opportunities to our area. I Graduated from Jeffers0n Forest High School in 1996, I remember a small two lane road from Bedford to Forest until you got close to the Former Greenstone sight. A lot of change and growth has been made since that time, But 221 has not gone through the Major Upgrades proposed in the early 2000's, For example extended the four lanes from Lynchburg through Forest until it reach the intersection Of Independence Blvd in Bedford Virginia. Inconclusion to you from a Born and raised Forest resident, 221 is a major highway and popular road that needs improving. Thank you!!

83. Message Change the speed back to 55 where it used to be! You straightened it, widened it, flattened it and changed the speed from 55 to 45??? Then the state and Bedford boys spend all their time collecting revenue on it! Thanks!

84. Message Intersection of 221 and Forest Dale. Very difficult to turn to left. Many people drive into the turn lane and await an opening then merge with traffic. This also occurs in the other direction from the various businesses located there. Sometime I enter traffic when there is even a small break - or wait for up to ten minutes.

85. Message Intersection LOS Summary doesn't show intersections 8, 9, or 10 from the Intersection Volume Summary. As I travel this road daily the timing of the traffic lights would ease congestion if you didn't have to stop at every single light from Lynchburg college all the way to Kroger in Forest. Timmy the lights for drivers that travel at speeds of 40 mph instead of 45 mph would ease congestion greatly. Also increase the size of the speed limit sign. The 45 mph sign on Lakeside dr is bigger than the sign on Rt 221. Also put a slower traffic to the right sign up to help those who actually pass other drivers in the correct lane ( the passing lane)

Route 221 Corridor Safety Study – Summary of Comments Received via Comment Forms or Via Email 1. Pedestrian walkͲways from one side of 221 to the other (at major roads/stoplights) in areas of shopping. 2. Sidewalks or something for bicycles. 3. Trails or narrow strips of land. 4. Cross connections to take traffic off of Route 221 5. Desparately need a traffic signal at intersection of Walden Pond/Lakeside Drive 6. We need a traffic light at Weeping Willow Drive and Lakeside Drive. I take the #32 bus which lets me off on othe other side of the street. It is terrifying to try to cross Lakesiide Drive because the cars and trucks are driving so fast in either direction. Please help us get a light. 7. Please look into letting us have a traffic light [at Walden Pond/221]. I am very concerned about a tragedy happening at our entrance. It is very important to the residents here to have a safe entrance and exit. Thanks you in advance for your attention. 8. The study team should know that the traffic light is very important to the people at Waldon Pond. Not only the resident at Waldon Pond but you have to wait 15Ͳ20 minutes before you can get out. People are at risk because they pull out in front of other cars which cause an accident. If there is an emergency and the ambulance can not get out this could be a matter of life or death, with the new Kroger store coming the traffic will be double to what is is now. We have school buses coming into Waldon Pond and they have to wait on the heavy traffic to get out. Yes we do need the traffic light at Waldon Pond. We would appreciate you to make this a safer road for all. 9. I have been a resident of Waldon Pond Apartments, Lakeside Drive, for 22 years. There are approximately 1200 residents now. Traffic on Lakeside Drive has increased unbelievably and has become a traffic bottleneck. Please consider a traffic light at this location before there is a serious accident (Route 221). A light at this entrance of Weeping Willow Drive and Lakeside Drive is greatly needed before someone gets hurt. 10. It seems that a lot of people dong know road rules about turning in a 2 lane road to stay in same lane. Its an issue coming onto Graves mill exist to left on Graves mill Road. 11. Yes, we need sidewalks at a minimum from high density apartments toward schools and grocery stores. The strip from Mill Race towards Forest to end of Graves Mill to Forest Road/221 is dangerous from 5 to 6:30PM. Bike Lanes – no money to pay for them but they are needed for safety and alternative transportation. Start with Schools – sidewalks and bike lanes. 12. Lights need to be synchronized. Sidewalks are needed in certain areas. No bicycles – too dangerous. Area is getting very commercial try traffic signals instead of lights. 13. Improved signal coordination, enforce the red light running, enforce speed limit on lower speed limit. Do not create throughͲway express 5th St. – 221. Bicycle lanes on pedestrian sidewalks unnecessary dangerous and low percentage, unsafe.

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Appendix B

EPR, P.C.

City Planning Commission Resolution

Appendices

Route 221 Corridor Plan, Bedford County/City of Lynchburg,VA

Appendix C

EPR, P.C.

Implementation Analysis Reports

Appendices

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

2-Rural Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study SHORT TERM IMPROVEMENTS: S-1 Install Roadway Lighting Enterprise Dr. to Graves Mill ONLY and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

0 1 2 19 32 54

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes

Head on

0 1 5 10 37 53

Bicyclist

0 0 1 0 0 1

Non-Collision

0 0 0 0 0

Fixed object Miscellaneous or Non-Collision in road other

0 0 0 0 0

0 0 0 0 0

0 4 2 5 4 15

Total Related Crashes

Total Unrelated Crashes

0 6 10 34 73 123

0 0 0 0 0

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

SB Ent. ADT

EB Ent. ADT

WB Ent. ADT

Sec 2

Sec 3

Sec 4

0 6 10 34 73 123 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

0.02 2012

Sec1

Traffic Data Section Length (Mile) (Section) Average AADT

0.67

Total/ Average

0.67 27000 4

Number of Improvements

Severity Number Improvement Description 1

Sect 5

27000 4

Number of Lanes

Improvement Action

Other leg Ent. # of ADT Approaches

Total Crashes

Discount Rate

1 Service Life

Roadway Lighting

PRF

PRI

Top 5%

620.94 Lane Width (ft)

Critical Rate (Section)

Project Cost

3.0% PRPD

20

0.05

0.05

0.05

20

0.05

0.05

0.05

PE cost plus $5000(2)

R/W & Utility $

160,000

$

830,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

55,789

$

-

$

55,789

$

-

670,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.24

Total Annualized Benefit $

85,950

B/C Calculation

Cost

55,789

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

106,506

Total Annual Cost $

55,789

1.91

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

6

0.10

$

275,000

$

27,500

B

10

0.17

$

98,000

$

16,333

C

34

0.57

$

55,000

$

31,167

PDO

73

1.22

$

9,000

$

10,950

Total

123

2.05

$

85,950

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

2-Rural Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study SHORT TERM IMPROVEMENTS: Combined S-3 Increase Speed Enforcement; S-13 Signal Update & Coordination and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

0 6 11 45 89 151

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes

Head on

0 5 15 22 93 135

Bicyclist

0 0 2 1 0 3

Non-Collision

0 0 0 0 0

Fixed object Miscellaneous or Non-Collision in road other

0 0 0 0 0

0 0 1 4 5 10

0 0 1 6 22 29

Total Related Crashes

Total Unrelated Crashes

0 11 30 78 209 328

0 0 0 0 0

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

SB Ent. ADT

EB Ent. ADT

WB Ent. ADT

Sec 2

Sec 3

Sec 4

0 11 30 78 209 328 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

0.02 2012

Sec1

Traffic Data Section Length (Mile) (Section) Average AADT Number of Lanes

2.97

0.93

27000 4

16000 2

Severity Number Improvement Description

Sect 5

Total/ Average

3.9 21500 2

Number of Improvements

Improvement Action

Other leg Ent. # of ADT Approaches

Total Crashes

Discount Rate

1 Service Life

PRF

PRI

Top 5%

357.24 Lane Width (ft)

Critical Rate (Section)

12 Project Cost

3.0% PRPD

PE cost plus $5000(2)

R/W & Utility

Construction

Annual Initial Cost

Annual Mnt. Cost(If any) $

-

$

-

1

Speed Enforcement $20k/yr

5

0.09

0.09

0.09

$

100,000

$

21,835

2

Signal Update & Coordinate

5

0.15

0.15

0.15

$

600,000

$

131,013

5

0.23

0.23

0.23

$

152,848

3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

$

700,000 Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.06

Total Annualized Benefit $

916,268

B/C Calculation

Cost

152,848

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

972,732

Total Annual Cost $

152,848

6.36

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

A

11

0.83

$

275,000

$

228,388

-

221,970

B

30

2.27

$

98,000

$

C

78

5.89

$

55,000

$

323,895

PDO

209

15.78

$

9,000

$

142,016

Total

328

24.76

$

916,268

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

E-Urban Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study SHORT TERM IMPROVEMENTS: Left Turn Prohibitions (left turn crashes only for reductions) and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

K=1 or 5 A=2 B=3 C=4 PDO

Head on

Bicyclist

Non-Collision

Fixed object Miscellaneous or Non-Collision in road other

Total Related Crashes

0 0 1 2 15 18

0 1 2 15 18

Total

Notes

Total Unrelated Crashes

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

SB Ent. ADT

EB Ent. ADT

WB Ent. ADT

Sec 2

Sec 3

Sec 4

0 0 1 2 15 18 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

0.02 2012

Sec1

Traffic Data Section Length (Mile) (Section) Average AADT Number of Lanes

2.97

0.93

27000 4

16000 2

1

Sect 5

Total/ Average

3.9 21500

Number of Improvements

Severity Number Improvement Description Improvement Action

Other leg Ent. # of ADT Approaches

Total Crashes

Discount Rate

4 Service Life

Left turn prohibs (20~ signs)

PRF

PRI

40% Lane Width (ft)

Top 5%

19.60 Critical Rate (Section)

Project Cost

3.0% PRPD

10

0.36

0.36

0.36

10

0.36

0.36

0.36

PE cost plus $5000(2)

R/W & Utility $

-

$

40,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

4,689

$

-

$

4,689

$

-

40,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.12

Total Annualized Benefit $

41,160

B/C Calculation

Cost

4,689

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

45,970

Total Annual Cost $

4,689

9.80

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

0

-

$

275,000

$

-

B

1

0.12

$

98,000

$

11,760

C

2

0.24

$

55,000

$

13,200

PDO

15

1.80

$

9,000

$

16,200

Total

18

2.16

$

41,160

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

E-Urban Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study SHORT TERM IMPROVEMENTS: Modify Permissive/protected to Protected only Northbound Cottonwood Rd. and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

K=1 or 5 A=2 B=3 C=4 PDO

Angle

2 1 4 7 14

Total

Notes

Head on

Bicyclist

Non-Collision

Fixed object Miscellaneous or Non-Collision in road other

Total Related Crashes

Total Unrelated Crashes

0 2 4 5 12 23

3 1 5 9

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

1700 2012

Sec1

SB Ent. ADT

EB Ent. ADT

1700

13500

Sec 2

Sec 3

WB Ent. ADT

Other leg Ent. # of ADT Approaches

13500

Total Crashes

0 2 4 5 12 23 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

4

Sec 4

Sect 5

Traffic Data Section Length (Mile) (Section) Average AADT

0.02

Total/ Average

0

Top 5%

40% Lane Width (ft)

Critical Rate (Section)

Number of Lanes Number of Improvements

Severity Number Improvement Description Improvement Action

1

Discount Rate

4 Service Life

Add Protected only Phase

PRF

PRI

Project Cost

3.0% PRPD

10

0.06

0.06

0.06

10

0.06

0.06

0.06

PE cost plus $5000(2)

R/W & Utility $

5,000

$

10,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

1,172

$

-

$

1,172

$

-

5,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.12

Total Annualized Benefit $

26,500

B/C Calculation

Cost

1,172

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

29,597

Total Annual Cost

-

$

1,172

25.25

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

2

0.04

$

275,000

$

11,000

B

4

0.08

$

98,000

$

7,840

C

5

0.10

$

55,000

$

5,500

PDO

12

0.24

$

9,000

$

2,160

Total

23

0.46

$

26,500

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

E-Urban Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study SHORT TERM IMPROVEMENTS: Queue detection prior to Enterprise Dr Intersection and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

Head on

0 0 1 0 4 5

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes

0 0 0 2 2 4

Bicyclist

Non-Collision

0

0

Fixed object Miscellaneous or Non-Collision in road other

0

0

0 0 0 0 1 1

Total Related Crashes

Total Unrelated Crashes

0 0 1 2 7 10

0

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

SB Ent. ADT

EB Ent. ADT

500 2012

Sec1

12000

Sec 2

Sec 3

WB Ent. ADT

Other leg Ent. # of ADT Approaches

12000

Total Crashes

0 0 1 2 7 10 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

3

Sec 4

Sect 5

Traffic Data Section Length (Mile) (Section) Average AADT

0.02

Total/ Average

0

Top 5%

40% Lane Width (ft)

Critical Rate (Section)

Number of Lanes Number of Improvements

Severity Number Improvement Description Improvement Action

1

Discount Rate

4 Service Life

Queue detect before Ent Dr.

PRF

PRI

Project Cost

3.0% PRPD

10

0.10

0.10

0.10

10

0.10

0.10

0.10

PE cost plus $5000(2)

R/W & Utility $

-

$

20,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

2,345

$

-

$

2,345

$

-

20,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.12

Total Annualized Benefit $

9,033

B/C Calculation

Cost

2,345

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

10,089

Total Annual Cost $

2,345

4.30

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

0

-

$

275,000

$

-

B

1

0.03

$

98,000

$

3,267

C

2

0.07

$

55,000

$

3,667

PDO

7

0.23

$

9,000

$

2,100

Total

10

0.33

$

9,033

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

E-Urban Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study SHORT TERM IMPROVEMENTS: Intersection of Forest Brook Rd with Route 221 and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

0 0 0 1 0 1

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes

Head on

0 1 0 1 2 4

Bicyclist

Non-Collision

0

0

Fixed object Miscellaneous or Non-Collision in road other

0

0

0 0 0 1 1 2

Total Related Crashes

Total Unrelated Crashes

0 1 0 3 3 7

0

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

SB Ent. ADT

EB Ent. ADT

Sec 2

Sec 3

1950 2012

Sec1

8000

WB Ent. ADT

Other leg Ent. # of ADT Approaches

8000

Total Crashes

0 1 0 3 3 7 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

3

Sec 4

Sect 5

Traffic Data Section Length (Mile) (Section) Average AADT

0.02

Total/ Average

0

Top 5%

40% Lane Width (ft)

Critical Rate (Section)

Number of Lanes Number of Improvements

Severity Number Improvement Description Improvement Action

1

Discount Rate

4 Service Life

inter. Mod Enterprise Dr.

PRF

PRI

Project Cost

3.0% PRPD

7

0.20

0.20

0.20

7

0.20

0.20

0.20

PE cost plus $5000(2)

R/W & Utility $

50,000

$

110,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

17,656

$

-

$

17,656

$

-

60,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.08

Total Annualized Benefit $

31,133

B/C Calculation

Cost

17,656

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

33,726

Total Annual Cost $

17,656

1.91

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

1

0.07

$

275,000

$

18,333

B

0

-

$

98,000

$

-

C

3

0.20

$

55,000

$

11,000

PDO

3

0.20

$

9,000

$

1,800

Total

7

0.47

$

31,133

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

2-Rural Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study MID TERM IMPROVEMENTS M-1 Access Management Gristmill Drive to Graves Mill Road and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

0 0 2 15 21 38

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes

Head on

0 1 4 6 25 36

Bicyclist

Non-Collision

0

0 0 1 0 0 1

Fixed object Miscellaneous or Non-Collision in road other

0

0

0 4 2 1 0 7

Total Related Crashes

Total Unrelated Crashes

0 5 9 22 46 82

0

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

SB Ent. ADT

EB Ent. ADT

WB Ent. ADT

Sec 2

Sec 3

Sec 4

0 5 9 22 46 82 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

0.02 2012

Sec1

Traffic Data Section Length (Mile) (Section) Average AADT

0.21

Total/ Average

0.21 27000 4

Number of Improvements

Severity Number Improvement Description 1

Sect 5

27000 4

Number of Lanes

Improvement Action

Other leg Ent. # of ADT Approaches

Total Crashes

Discount Rate

1 Service Life

Access management

PRF

PRI

Top 5%

1320.74 Lane Width (ft)

Critical Rate (Section)

12 Project Cost

3.0% PRPD

10

0.15

0.15

0.15

10

0.15

0.15

0.15

PE cost plus $5000(2)

R/W & Utility $

400,000

$

830,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

97,301

$

-

$

97,301

$

-

430,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.12

Total Annualized Benefit $

194,050

B/C Calculation

Cost

97,301

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

216,729

Total Annual Cost $

97,301

2.23

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

5

0.25

$

275,000

$

68,750

B

9

0.45

$

98,000

$

44,100

C

22

1.10

$

55,000

$

60,500

PDO

46

2.30

$

9,000

$

20,700

Total

82

4.10

$

194,050

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

E-Urban Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study MID TERM IMPROVEMENTS: Intersection of Enterprise Drive with Route 221 and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

0 0 0 4 9 13

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes

Head on

0 0 0 3 2 5

Bicyclist

Non-Collision

0

0

Fixed object Miscellaneous or Non-Collision in road other

0

0

0

Total Related Crashes

Total Unrelated Crashes

0 0 0 9 11 20

0

2 2

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

4300 2012

Sec1

SB Ent. ADT

EB Ent. ADT

4300

13000

Sec 2

Sec 3

WB Ent. ADT

Other leg Ent. # of ADT Approaches

13000

Total Crashes

0 0 0 9 11 20 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

4

Sec 4

Sect 5

Traffic Data Section Length (Mile) (Section) Average AADT

0.02

Total/ Average

0

Top 5%

40% Lane Width (ft)

Critical Rate (Section)

Number of Lanes Number of Improvements

Severity Number Improvement Description Improvement Action

1

Discount Rate

4 Service Life

inter. Mod Enterprise Dr.

PRF

PRI

Project Cost

3.0% PRPD

7

0.20

0.20

0.20

7

0.20

0.20

0.20

PE cost plus $5000(2)

R/W & Utility $

700,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

321,013

$

-

$

321,013

$

-

1,300,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

$ 2,000,000

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.08

Total Annualized Benefit $

39,600

B/C Calculation

Cost

321,013

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

42,898

Total Annual Cost $

321,013

0.13

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

0

-

$

275,000

$

-

B

0

-

$

98,000

$

-

C

9

0.60

$

55,000

$

33,000

PDO

11

0.73

$

9,000

$

6,600

Total

20

1.33

$

39,600

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

E-Urban Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study MID TERM IMPROVEMENTS: Intersection of Graves Mill Road with Route 221 and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

0 0 0 7 7 14

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes

Head on

0 0 1 3 8 12

Bicyclist

Non-Collision

0

0

Fixed object Miscellaneous or Non-Collision in road other

0

0

0

Total Related Crashes

Total Unrelated Crashes

0 0 1 12 16 29

0

2 1 3

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) Period

Enter. ADT

NB

Ent. ADT

6900 2012

Sec1

SB Ent. ADT

EB Ent. ADT

6900

13000

Sec 2

Sec 3

WB Ent. ADT

Other leg Ent. # of ADT Approaches

13000

Total Crashes

0 0 1 12 16 29 3

# of Crash Year:

Crash Rate (Intersection)

Critical Rate (Intersection)

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

4

Sec 4

Sect 5

Traffic Data Section Length (Mile) (Section) Average AADT

0.02

Total/ Average

0

Top 5%

40% Lane Width (ft)

Critical Rate (Section)

Number of Lanes Number of Improvements

Severity Number Improvement Description Improvement Action

1

Discount Rate

4 Service Life

inter. Mod Graves Mill Road

PRF

PRI

Project Cost

3.0% PRPD

7

0.20

0.20

0.20

7

0.20

0.20

0.20

PE cost plus $5000(2)

R/W & Utility $

600,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

224,709

$

-

$

224,709

$

-

800,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

$ 1,400,000

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.08

Total Annualized Benefit $

60,133

B/C Calculation

Cost

224,709

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

65,141

Total Annual Cost $

224,709

0.29

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

0

-

$

275,000

$

-

B

1

0.07

$

98,000

$

6,533

C

12

0.80

$

55,000

$

44,000

PDO

16

1.07

$

9,000

Total

29

1.93

$

9,600

$

60,133

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Email:

Tel: VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

E-Urban Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study MID TERM IMPROVEMENTS: Intersection of Gristmill Drive with Route 221 and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Fatal Personal Injury (PI)

Crash Data

PDO

Angle

0 0 1 2 4 7

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes

Head on

0 1 1 2 5 9

Bicyclist

Non-Collision

0

0

Fixed object Miscellaneous or Non-Collision in road other

0

0

0

Total Related Crashes

Total Unrelated Crashes

0 1 3 4 9 17

0

1

1

0

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Traffic Data Period (Inter.) 2012 Period

Enter. ADT

NB

Ent. ADT

6900

39800 2012

Sec1

SB Ent. ADT

EB Ent. ADT

6900

13000

Sec 2

Sec 3

WB Ent. ADT

Other leg Ent. # of ADT Approaches

13000

0

Sec 4

Sect 5

Traffic Data Section Length (Mile) (Section) Average AADT

Crash Rate (Intersection)

4

Total Crashes

0 1 3 4 9 17 3

# of Crash Year:

Critical Rate (Intersection)

Traffic Annual Growth Rate

Inventory NODE

0.39

Total/ Average

0.02

Speed Limit (Average)

0

Crash Rate (Section)

Top 5%

40% Lane Width (ft)

Critical Rate (Section)

Number of Lanes Number of Improvements

Severity Number Improvement Description Improvement Action

1

Discount Rate

4 Service Life

inter. Mod. Gristmill Drive

PRF

PRI

Project Cost

3.0% PRPD

7

0.20

0.20

0.20

7

0.20

0.20

0.20

PE cost plus $5000(2)

R/W & Utility $

350,000

$

910,000

Construction

Annual Initial Cost

Annual Mnt. Cost(If any)

$

$

146,061

$

-

$

146,061

$

-

560,000

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

Target Advert.

Begin Estimated Construction Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Traffic Growth Factor(TGF) 1.08

Total Annualized Benefit $

58,000

B/C Calculation

Cost

146,061

$

Total Annual Maintenance Cost

Total Annualized Initial Cost $

Total Annual Benefit

$

B/C=

-

62,830

Total Annual Cost $

146,061

0.43

Type of Crash

Related Crash #

Annual Change in

Cost per Crash Annual Benefit

K

0

-

$

5,000,000

$

-

A

1

0.07

$

275,000

$

18,333

B

3

0.20

$

98,000

$

19,600

C

4

0.27

$

55,000

$

14,667

PDO

9

0.60

$

9,000

$

5,400

Total

17

1.13

$

58,000

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional. The gray areas are automatically generated by embedded formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Tel:

Email:

VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

City

System (1)

Route (Include Name)

Route 221

Primary (P) All way Stop

2-Rural Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

Traffic Control

Area Location Code

(for office use only)

Initiate Date

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

01/01/10

12/31/12

City Line to Breezewood Whitehall to Forest Brook Road 3-Urbanized (50,000199,999)

1-NHS

Federal System Code

Briefly Describe Problem Rt. 221 Corridor safety study SHORT TERM IMPROVEMENTS: S-1 Install Roadway Lighting ONLY and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Severity Fatal Personal Injury (PI)

Crash Data

PDO

0 2 4 6 11 23

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes Traffic Data (Inter.)

Traffic Data (Section)

Angle

Head on

0 7 7 7 5 26

Bicyclist

0 0

Non-Collision

0 0 0 0 0

0

Fixed object Miscellaneous or in road other

0 0 0 0 0

0 0

Total Related Crashes

Non-Collision

0 0

Total Unrelated Crashes

0 9 11 13 16

0 0 0 0 0

0

Enter. ADT

Period

2012

NB

Ent. ADT

0 9 11 13 16

49

49

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Period

Total Crashes

3

# of Crash Year:

SB Ent. ADT

EB Ent. ADT

WB Ent. ADT

Other leg Ent. ADT

# of Approaches

Crash Rate (Intersection)

Critical Rate (Intersection)

Sec 2

Sec 3

Sec 4

Sect 5

Total/ Average

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

0.02 Sec1

1

Section Length (Mile)

1

24000 4

Average AADT Number of Lanes

186.45

24000 2

Number of Improvements

Discount Rate

1

Roadway Lighting

1

Improvement Action

Service Life

PRF

Lane Width (ft)

Critical Rate (Section) (S i )

12 Project Cost

3.0%

Number Improvement Description

Top 5%

PRI

PRPD

20

0.05

0.05

0.05

20

0.05

0.05

0.05

PE cost plus $5000(2)

R/W & Utility

Construction

$

200,000 $

$

846,000

646,000

Annual Initial Cost

Annual Mnt. Cost(If any)

$

56,864

$

-

$

56,864 $

-

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

Target Advert.

Begin Construction

Estimated Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Total Annualized Benefit $

73,533

B/C Calculation Total Annualized Initial Cost

Cost

$

Traffic Growth Factor(TGF) 1.24

Total Annual Benefit $

Total Annual Maintenance Cost

56,864 $

B/C=

-

91,120

Total Annual Cost $

56,864

1.60

Type of Crash

Related Crash #

Annual Change in Crashes Cost per Crash Annual Benefit

K

0

$

5,000,000

$

-

A

9

0.15 $

-

275,000

$

41,250

B

11

0.18 $

98,000

$

17,967

C

13

0.22 $

55,000

$

11,917

PDO

16

0.27 $

9,000

$

2,400

Total

49

0.82

$

73,533

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional optional. The gray areas are automatically generated by embedded formulas formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Tel:

Email:

VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

2-Rural Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study LONG TERM IMPROVEMENTS West of Lynchburg Expressway widening 4 lanes --> 6 Lanes and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Severity Fatal Personal Injury (PI)

Crash Data

PDO

0 5 10 40 74 129

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes Traffic Data (Inter.)

Traffic Data (Section)

Angle

Head on

0 3 13 20 79

Bicyclist

0

0 0 1 1 0 2

115

Non-Collision

Fixed object Miscellaneous or in road other

0

0 0 1 4 5

0 0 0 5 19

10

24

Total Related Crashes

Non-Collision

Total Unrelated Crashes

0 8 25 70 177

0

0

Enter. ADT

Period

2012

NB

Ent. ADT

0 8 25 70 177

280

280

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Period

Total Crashes

3

# of Crash Year:

SB Ent. ADT

EB Ent. ADT

WB Ent. ADT

Other leg Ent. ADT

# of Approaches

Crash Rate (Intersection)

Critical Rate (Intersection)

Sec 2

Sec 3

Sec 4

Sect 5

Total/ Average

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

0.02 Sec1

2.97

Section Length (Mile)

2.97

27000 4

Average AADT Number of Lanes

27000 4

Number of Improvements

Discount Rate

1

1

Improvement Action

318.88 Lane Width (ft)

Critical Rate (Section) (S i )

12 Project Cost

3.0%

Number Improvement Description

Service Life

Roadway Widen 4-> 6 Lanes

10

0.20

0.20

0.20

10

0.20

0.20

0.20

PRF

Top 5%

PRI

PRPD

PE cost plus $5000(2)

R/W & Utility

Construction

$ 10,000,000 $

Annual Initial Cost

Annual Mnt. Cost(If any)

40,000,000 $

5,861,525 $

-

$

5,861,525 $

-

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

$ 50,000,000 Target Advert.

Begin Construction

Estimated Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Total Annualized Benefit $

672,867

B/C Calculation Total Annualized Initial Cost

Cost

$

Traffic Growth Factor(TGF)

Total Annual Benefit

1.12 $ Total Annual Maintenance Cost

5,861,525 $

B/C=

-

751,506

Total Annual Cost $

5,861,525

0.13

Type of Crash

Related Crash #

Annual Change in Crashes Cost per Crash Annual Benefit

K

0

A

8

$

5,000,000

$

0.53 $

-

275,000

$

146,667

-

B

25

1.67 $

98,000

$

163,333

C

70

4.67 $

55,000

$

256,667

PDO

177

11.80 $

9,000

$

106,200

Total

280

18.67

$

672,867

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional optional. The gray areas are automatically generated by embedded formulas formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Tel:

Email:

VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

2-Rural Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study LONG TERM IMPROVEMENTS East of Lynchburg Expressway widening 2 lanes --> 4 Lanes and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Severity Fatal Personal Injury (PI)

Crash Data

PDO

0 1 1 5 15 22

K=1 or 5 A=2 B=3 C=4 PDO Total

Notes Traffic Data (Inter.)

Traffic Data (Section)

Angle

Head on

Bicyclist

Non-Collision

Fixed object Miscellaneous or in road other

Total Related Crashes

Non-Collision

0 2 2 2 14

0 1

1 1 3

0 3 5 8 32

20

1

5

48

0

0

0

0

0

Total Unrelated Crashes

0

Enter. ADT

Period

2012

NB

Ent. ADT

0 3 5 8 32 48

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Period

Total Crashes

3

# of Crash Year:

SB Ent. ADT

EB Ent. ADT

WB Ent. ADT

Other leg Ent. ADT

# of Approaches

Crash Rate (Intersection)

Critical Rate (Intersection)

Sec 2

Sec 3

Sec 4

Sect 5

Total/ Average

Speed Limit (Average)

Crash Rate (Section)

Traffic Annual Growth Rate

Inventory NODE

0.02 Sec1

0.93

Section Length (Mile)

0.93

16000 2

Average AADT Number of Lanes

16000 2

Number of Improvements

Discount Rate

1

1

Improvement Action

294.59 Lane Width (ft)

Critical Rate (Section) (S i )

12 Project Cost

3.0%

Number Improvement Description

Service Life

Roadway Widen 2-> 4 Lanes

10

0.20

0.20

0.20

10

0.20

0.20

0.20

PRF

Top 5%

PRI

PRPD

PE cost plus $5000(2)

R/W & Utility

Construction

$ 2,500,000 $

Annual Initial Cost

7,500,000 $

1,172,305

Annual Mnt. Cost(If any) $

-

1,172,305 $

-

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

$ 10,000,000 Target Advert.

$ Begin Construction

Estimated Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Total Annualized Benefit $

136,200

B/C Calculation Total Annualized Initial Cost

Cost

$

Traffic Growth Factor(TGF)

Total Annual Benefit

1.12 $ Total Annual Maintenance Cost

1,172,305 $

B/C=

-

152,118

Total Annual Cost $

1,172,305

0.13

Type of Crash

Related Crash #

Annual Change in Crashes Cost per Crash Annual Benefit

K

0

$

5,000,000

$

-

A

3

0.20 $

-

275,000

$

55,000 32,667

B

5

0.33 $

98,000

$

C

8

0.53 $

55,000

$

29,333

PDO

32

2.13 $

9,000

$

19,200

Total

48

3.20

$

136,200

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional optional. The gray areas are automatically generated by embedded formulas formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

UPC #: Receive# HSIP file

HSIP-Proposal Rev (10/15/12)

Virginia Department of Transportation Highway Safety Improvement Program

HSP Proposed Safety Improvements FY2013-14 Agency:

Project Sponsor:

Street Address:

Fax:

City, State, Zip :

Tel:

Email:

VDOT District:

VDOT Region:

Priority # ( If submitting 2 + proposals):

Program Type

Project Type

County

HSP_Regular

SEGMENT

Bedford

Route 221

E-Urban Principle Arterial

Functional Class Code

Repeated Proposal from prev. yrs?:

Frm/Mjr Rd (HTRIS/RNS NodeOffset If Applicable)

To/Cross Rd(HTRIS/RNS Node-Offset If Applicable)

Study Period Begins

Study Period Ends

Primary (P) All way Stop

Cloverhill Road

Forest Brook Road

01/01/10

12/31/12

Area Location Code

3-Urbanized (50,000199,999)

Federal System Code

System (1)

Route (Include Name)

(for office use only)

Initiate Date

Traffic Control

1-NHS

Briefly Describe Problem Rt. 221 Corridor safety study LONG TERM IMPROVEMENTS: Intersection of McConville Road with Route 221 (Wyndale Dr.) and Proposed Work Crash Type

(Collision Diagrams/ Maps are required with all proposals)

Rear End

Severity Fatal Personal Injury (PI)

Crash Data

PDO

Angle

0 0 0 0 0

K=1 or 5 A=2 B=3 C=4 PDO

0 1 2 0 2

Traffic Data (Section)

Bicyclist

Non-Collision

0

0 0 0 0 0

Fixed object Miscellaneous or in road other

0

0

Total Related Crashes

Non-Collision

0 0 0 0 0

Total Unrelated Crashes

0 1 2 0 2

0

5

Total

Notes Traffic Data (Inter.)

Head on

0

Enter. ADT

2012

39800

Period

2012

NB

Ent. ADT

SB Ent. ADT

EB Ent. ADT

Sec 2

Sec 3

6900 Sec1

0 1 2 0 2

5

5

For traffic data , please fill corresponding section for intersection and section projects. Do not fill both traffic data sections.

Period

Total Crashes

8000

WB Ent. ADT

Other leg Ent. ADT

8000

0

Sec 4

Sect 5

# of Approaches

Crash Rate (Intersection)

3

Critical Rate (Intersection)

Traffic Annual Growth Rate

Inventory NODE

0.11

Total/ Average

0.02

Speed Limit (Average)

0

Section Length (Mile)

3

# of Crash Year:

Top 5%

Crash Rate (Section)

40% Lane Width (ft)

Average AADT

Critical Rate (Section) (S i )

Number of Lanes Number of Improvements

Discount Rate

4

1

Improvement Action

Improvement Description

Service Life

inter. Mod. McConville Road

7

0.17

0.17

0.17

7

0.17

0.17

0.17

PRF

Project Cost

3.0%

Number PRI

PRPD

PE cost plus $5000(2)

R/W & Utility $

Construction

250,000 $

900,000

Annual Initial Cost

Annual Mnt. Cost(If any)

$

184,582

$

-

$

184,582 $

-

2 3 4 Total

NOTE: 1. A local resolution is required upon notification of program approval for secondary road and urban projects 2. VDOT District and Central Office personnel charge review and administration time to project managed by localities. Safety Projects not managed by VDOT shall include a minimum of $5,000 for VDOT PE costs

Project Schedule (After STIP Approval)

Project Administrated by

Total Initial Cost

Begin PE

$ 1,150,000 Target Advert.

Begin Construction

Estimated Complete Date

Type of Plan

Jan, 2011

Project Benefit

Benefit

Total Annualized Benefit $

27,710

B/C Calculation Total Annualized Initial Cost

Cost

$

Traffic Growth Factor(TGF) 1.08

Total Annual Benefit $

Total Annual Maintenance Cost

184,582 $

B/C=

-

30,018

Total Annual Cost $

184,582

0.16

Type of Crash

Related Crash #

Annual Change in Crashes Cost per Crash Annual Benefit

K

0

$

5,000,000

$

-

A

1

0.06 $

275,000

$

15,583

0.11 $

11,107

B

2

C

0

PDO Total

-

98,000

$

$

55,000

$

-

2

0.11 $

9,000

$

1,020

5

0.28

$

27,710

-

Signature of Sponsor with Authority to Expend 10% Matching Funds

Name (Print)

Signature

Date

VDOT anticipates providing the 10 percent match for the FY2013-14 ; however, the sponsor should be able to supply the local match if state funding becomes unavailalble. Please submit an electronic copy of this spreadsheet to HSIProgram@virginiadot.org and mail a paper copy with signature to the address below.

Mailing address: Attn: HSP Improvement Proposal Mr. Raymond Khoury , P.E. State Traffic Engineer Virginia Department of Transportation 1401 East Broad Street Richmond, Virginia 23219 (3) The yellow are required inputs and white areas are optional optional. The gray areas are automatically generated by embedded formulas formulas. (4) For all fields, please refer to "Instruction for FY2013-14 Highway Safety Project (HSP)" in the Appendix A of "HSIP Guideline"

Counties, Towns and Cities: County, Town and City Staff are requested to submit proposed improvement forms and supporting documents through the VDOT District Local Assistance staff for concurrence and a project sponsor. VDOT staff should obtain concurrence from District PE Managers and PIMs to assign a sponsor.

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