l p p l plfce-digs.com/library/documents/doc_roadplansandcrosssectpdf_1610… · db 1265 pg 760 pf...

JEFFERSON DAVIS HWY.

Jefferson Davis Hwy.

Hic

kory Rid

ge Rd.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

d10572403.dgn

Plotted By: localuser7:40:35 AM

9/16/2016

PROJECT MANAGER

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

SURVEYED BY, DATE

DESIGN BY

SUBSURFACE UTILITY BY, DATE

FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

Mainline & Conn. Profile

Drainage Descr.

3A

0

SCALE

50' 100'0001-088-R59 3

ROADWAY ENGINEER

Fredericksburg, Virginia

Location and Design

HYDRAULIC ENGINEER


Location and Design

3

3

Greg Tkac, (540) 374-3369

F.W. Mills, L.S. Nov. 12, 2014

William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015

540-437-4201Fredericksburg, VA 224078020 River Stone DrivePublic SchoolsSpotsylvania CountyFiber:

(540) 339-6772Stafford,VA 225561128 Garisonville Road ComcastCable:

Bowling Green, VA 22427-0308P.O. Box 308Rappahannock Electric CooperativeElectric:

540- 507-7310Fredericksburg, VA 22408600 Hudgins RoadSpotsylvania Public WorksWater/Sewer:

804-772-7314Richmond, VA 232282nd Floor3011 Hungary Spring Road Verizon SouthTelephone/Fiber:

Utility Owners:

3

1R201, C501

0001-088-R59, P101

3B, 3CE & S Control

Right of Way 3RW

MA

TC

HLIN

E

ST

ATIO

N 114+0

0.0

0 S

HE

ET 4

BEGIN PROJ. 0001-088-R59, R201,P101, C501

STA. 105+55.66

STA. 105+55.66

BEGIN CONSTRUCTION

END CONN. RTE. 632

STA. 4+67.64

STA. 1+35.64

BEG. CONN. RTE. 632

Denotes Demolition of Pavement (Flexible)

Denotes Full Depth Pavement

Denotes Flexible Pavement Planing

E & S Legend 2

drainage facility.

carry the normal flow of the stream or

and, or culverts of adequate size to

temporary channels, erosion protection

Contractor shall design and provide

to facilitate construction, the

stream or drainage facility temporarily

If it is necessary to relocate existing

Pg. 83, paragraph five.

Specifications Section 107.16 (b) 1,

pipe, in accordance with the 2007 R & B

the Contract price for the related

drainage facility shall be included in

erosion protection of the stream or

Costs for the temporary relocation and

Metal Sig

n

In Pl. 15" C

M Pip

e

Wooden Fence

Soil E

nt.

Gravel

Gravel

Asphalt

Asphalt

Gravel

RebarAsphalt

Asphalt Shoulder

Inv.

Out

Ele

v. 17

4.9

9'

Inv. In Ele

v. 17

5.5

6'

In Pl. 15" x 58'

Concrete Pip

e w/

End

walls

Rebar

R/W Mon.

RebarIPR

Disturbed

IP

Asphalt E

ntr.

1 St. L

og

Cabin # 7617

Pinch

Pipe

Gravel Entr.

Pipe

Pinch

Rebar Rebar

Rebar

Rebar

Metal Sig

n

Chain Lin

k Fence

Concrete

Wooden Sig

n

Inv.

Out

Ele

v. 17

7.9

2'

Inv. In Ele

v. 17

9.8

5'

In Pl. 2

4"

Concrete Pip

e

3

Wooden Sig

ns

Wooden Sig

n

To Thornburg

To Int. Rte. 6

08

Route 632

(85.27')

35' S

cenic Buffer

35' Scenic Buffer

20' In

gress /

Egress Ease.

(S89°2

2'2

7"W 335.3

6')

(S12°25'9"W 669.12')

(N65°2

6'4

9"W 261.0')

(N76°3

4'15"W 98.0')

(N11°35'5"E 277.13')

(S64°15'0"E 527. 19')

(43. 14')

(N11°14"E)

(S76°14'E 515')

(N64°15'W 528')

(S64°4

5'E 534')

(N76°2

5'W 515')

(N77°10'E 216.7')

(S63°3'5"E 555.4

5')

(S63°3'5"E 546.3

4')

(N11°56'5"E 100') (166.65')

Existing R/W

20' Utility

&

Drainage Easement

Dedicate

d to Public Use (P

F 6 Pg. 2

24)

Existin

g R/

W

PL

PL

PL

PL

PL

PL

PL

PL

P L

DB 1633 PG 594

PF 2 PG 508

2.60 AC.

Tax# 63-A-132A

DB 2090 P

G 534

PF 6 P

G 118

0.6

5

AC.

Tax# 63-A-135

DB 1140 PG 365

PF 6 PG 118

3.51 AC.Tax# 63-A-133

DB 19

75 P

G 65

DB 16

6 P

G 229 (Plat)

1. 14

AC.

Tax# 49-A-7

5DB 264 PG 356

2.00 AC.Tax# 49-A-74

DB 135 PG 125 (Plat)

DB 16

56 P

G 349

DB 313 P

G 13

0 (Plat)

1.20

AC.

Tax# 49-A-7

3A

DB 481 P

G 409

DB 313 P

G 13

0 (Plat)

2.0

4

AC.

Tax# 49-A-7

3

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

Inst. # 200600039179

7.180 AC.

Tax# 49-A-66G

DB 1265 PG 760

PF 6 PG 224

Tax# 49-A-67

17.87 AC.

T

W

T T

T T

T

T

RE

C # None

Veriz

on # None

RE

C # None

Veriz

on # F

O-8

Veriz

on # None

Veriz

on # F5419

Veriz

on # 14-2

Veriz

on # None

Veriz

on # None

Veriz

on # 13-7

Veriz

on # 13-4

Veriz

on # None

Veriz

on # 13-2

T

TT

V

TV

TV

T

T

TV

T

Veriz

on

Comcast

Spots

ylvania County

Spotsylvania County Public Schools

VerizonVerizon

VerizonComcast

Comcast

HELEN J. CANTRELL &

CAROLYN G. MILLS

EA

RL H. JR.

&D

EB

RA

D. SP

EN

CE

R

SUSAN D. WEBB PRESLEY

WIS

TE

R

W. S

EA

Y

CAROL R. SEAY

ME

LVIN

L. S

R.

&

DE

BO

RA

H J.

CA

RN

EY

DO

ROT

HY T. &

ED

WA

RD

T.

BU

TLE

R PWE PROPERTIES, LLC

CHARLES D. &

CATHERINE L. CANTRELL

HOLLADAY CONSTRUCTION CO. INC.

1

65'R

103

104

105

106

107

108 10

9

110 111

112

113

114

50' R

33'44'

162' Storage

2

3

4

5POT

5+42.6

4

4' Paved

PO

T 112

+13.3

5

Rte. 1

PI 1+00.0

0

Rte. 6

32

Rte. 1 Const. Baseline

Const. B

aselin

eRte. 6

32

+50.17

44.0' E.P.

+88.5

1

44.0' E.P.

+50.11

39.4

6' E.P.

+87.5

4

10.2

7' E.P.

+19.0

3

22.0' E.P.

+01.72

33.0' E.P.

+55.3

6

33.0' E.P.

+55.6

6

+67.5

922.0' E.P.

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

Easement

Prop. VDOT Utility

Easement

Prop. VDOT Utility

Easement

Prop. VDOT Utility

Presc. R/

W

Electric Cooperative Easement

Prop. Rappahannock

Easement

Prop. VDOT Utility

for ditch

Drainage Esmt.

Prop. Perm.

24 24 24 2423 23 24 24 24 24 24 24 24

23 23 23 23

11

10

10

10

10

F

20

10

10

10

10

24 24 24 2423 23 24 24 24 24 24 24 24

23 23 23 23

C

C

CF

24 24 24 2423 23 24 24 24 24 24 24 24

23 23 23 2323 23

F

FPROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

for ditch

Drainage Esmt.

Prop. Perm.

PROP. R/W

Easement

Prop. VDOT Utility

Easement

Prop. VDOT Utility

Easement

Prop. VDOT Utility Easement

Prop. VDOT Utility

Presc. R/

W


Prop. Rappahannock

***

3.5'

1' 2:1

2:11'

2:1

2:1

3.5'

1' 2:1

2:11'

3:1

2:1

1'

Section Detail

Proposed Stream Cross

Sta. 112+50 To Sta. 117+50 Lt.

1'

Section Detail


48"

3-1

To Be Seale

d and

Abandoned

3-1

Sta. 110+35.41 to Sta. 111+30.41

Req'd.

314 Cu. Yds. Minor Structure Excavation

Type B Installation.

(Outlet).

80 Tons St'd. EC-1, Class 1 Req'd

(Inlet).

20 Tons Class 1 Dry Riprap Req'd.

9 Tons St'd. EC-13 Class 1 Req'd

1 St'd. EC-8 Req'd.

1 EW-7S Req'd. Inv. (Out) (2:1 Slope)

1 EW-7 Req'd. Inv. (In) (2:1 Slope)

( To Be Countersunk 6")

Inv. (In) 178.2 Inv. (Out) 177.8

(Double Line) (25° Skew)

Silt Tight Joint Type

(2' Cover)

178' - 48" Conc.Pipe Req'd. Class III

EX-1

To Be Seale

d and

Abandoned

roadside ditch be filled.

abandoned in-pace, and the existing

existing culvert be sealed and

diverted to the new culvert (3-1), the

in the new channel shall stormwater be

and adequate channel lining is in-place

and outlet protection are installed,

(3-1) installation is complete, inlet

conditions. Only when the new culvert

channel are constructed in dry

runoff while the new culvert (3-1) and

and operational to divert stormwater

roadside ditch shall remain in-place

The existing culvert (EX-1) and

jeff.hancock

pe_seals_fredburg-Default

Lanksford.Hankins

pe_seals_co-Default

d10572403a.dgn

Plotted By: localuser1:10:21 PM

7/13/2016

PROJECT MANAGER

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY


ROADWAY ENGINEER


Location & Design Route 1 (Jefferson Davis Highway)

3A

0001-088-P59 3A

FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015

1R201, C501

0001-088-R59, P101

110+3

5.4

1 18

3.0

0

111+30.4

1 17

8.7

0

-4.53%

To Cross Pip

es Req'd.

Graded Inlet

Ditch

150_

155_

160_

165_

170_

175_

180_

185_

190_

195_

200_

205_

210_

215_215_

150_

155_

160_

165_

170_

175_

180_

185_

190_

195_

200_

205_

210_

CONN. RTE. 632

+00 17

4.8

2

HYDRAULIC ENGINEER


Location & Design

BEG. PROJ. 0001-088-R59, R201, P101, C501

STA. 105+55.66

Prop. GradeExist. Profile

Conn. R

oute 632 Sta. 10+0

0.0

0

Route 1 Sta. 112

+13.3

5

Spline Grade

175_

180_

185_

190_

195_

200_

205_

210_

215_

-3.32%-3.42% -3.48%

-3.48%

-3.02%-2.82% -2.56% -2.32% -2.22% -2.20% -2.18% -2.20% -2.26%

-2.04% -1.92%

-3.25%

(Approx.)-3.26%

202.0

0+5

5.6

6

100+00.00 101+00.00 102+00.00 103+00.00 104+00.00 105+00.00 106+00.00 107+00.00 108+00.00 109+00.00 110+00.00 111+00.00 112+00.00 113+00.00 114+00.00

150_

155_

160_

165_

170_

200.5

6

198.9

0

197.19

195.4

5

193.7

1

192.0

8

190.5

7

189.16

187.8

8

186.7

2

185.6

1

184.5

1

183.4

2

182.3

2

181.19

180.17

179.2

1

BEG. CONN. ROUTE 632

STA. 1+35.64

END CONN. ROUTE 632

STA. 4+67.64

Prop. Rte. 632

Exist. Profile

1+00.00 2+00.00 3+00.00 4+00.00 5+00.00

150_

155_

160_

165_

170_

175_

180_

185_

190_

195_

183.4

1

184.6

6

185.9

7

187.2

8

188.3

4

189.6

2

191.07

+35.6

4 18

3.0

9

+67.6

4 19

1.77

+60.0

0 18

3.6

4

+87.5

1 184.3

2

+19.0

3 18

5.15

2.26% 2.47%2.72%

+00 18

4.6

6

2.57%

+50 18

5.9

7

+00 18

7.2

8

+50 18

8.3

4

+00 18

9.6

2

+50 19

1.07

2.65%2.62% 2.12% 2.56%

2.90% 3.97%

+00 19

7.6

0

+75 19

4.5

0

+25 19

2.5

0

+75 19

1.00

+75 18

8.4

4

+50 18

5.6

0

+00 18

2.4

0

Graded Ditch Left Req'd.

+50 17

7.7

0

+00 17

6.4

2

-4.13%

-4.00%-3.00%

-2.56%

-3.79%

-2.13%

-2.56%-1.60%


9.03%

Graded Ditch Left

2+5

0 18

2.7

0

8.30%

2+0

1.80 17

8.7

0

Graded Ditch Right

2+19.0

3 18

3.18

1+65 17

8.3

0

jeff.hancock


Lanksford.Hankins

pe_seals_co-Default



Hic

kory Rid

ge Rd.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d10572403b.dgn


9/15/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT



C

F

REFERENCES



Mainline Profile

Drainage Descr.

3A

0

SCALE

50' 100'0001-088-R59 3B

HYDRAULIC ENGINEER


Location and Design

3B

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015

Phase IErosion & Sediment Control

3

1R201, C501

0001-088-R59, P101

MA

TC

HLIN

E

ST

ATIO

N 114+0

0 S

HE

ET 4

B

BEGIN PROJ. 0001-088-R59, R201,P101, C501

STA. 105+55.66

BEGIN CONSTRUCTION

STA. 105+55.66

E & S Legend 2

BEG. CONN. RTE. 632

STA. 1+35.64

END CONN. RTE. 632

STA. 4+67.64

Metal Sig

n

Wooden Fence

Soil E

nt.

Gravel

Gravel

Asphalt

Asphalt

Gravel

Asphalt

Asphalt Shoulder

Inv.

Out

Ele

v. 17

4.9

9'

Inv. In Ele

v. 17

5.5

6'

In Pl. 15" x 58'

Concrete Pip

e w/

End

walls

R/W Mon.

Asphalt E

ntr.

1 St. L

og

Cabin # 7617

Gravel Entr.

Metal Sig

n

Chain Lin

k Fence

Concrete

Wooden Sig

n

Inv.

Out

Ele

v. 17

7.9

2'

Inv. In Ele

v. 17

9.8

5'

In Pl. 2

4"

Concrete Pip

e

To Thornburg

To Int. Rte. 6

08

Route 632

(85.27')

35' S

cenic Buffer

35' Scenic Buffer

20' In

gress /

Egress Ease.

(S89°2

2'2

7"W 335.3

6')

(S12°25'9"W 669.12')

(N65°2

6'4

9"W 261.0')

(N76°3

4'15"W 98.0')

(N11°35'5"E 277.13')

(S64°15'0"E 527. 19')

(43. 14')

(N11°14"E)

(S76°14'E 515')

(N64°15'W 528')

(S64°4

5'E 534')

(N76°2

5'W 515')

(N77°10'E 216.7')

(S63°3'5"E 555.4

5')

(S63°3'5"E 546.3

4')

(N11°56'5"E 100') (166.65')

Existing R/W

20' Utility

&

Drainage Easement

Dedicate

d to Public Use (P

F 6 Pg. 2

24)

Existin

g R/

W

PL

PL

PL

PL

PL

PL

PL

PL

P L

DB 1633 PG 594

PF 2 PG 508

2.60 AC.

Tax# 63-A-132A

DB 2090 P

G 534

PF 6 P

G 118

0.6

5

AC.

Tax# 63-A-135

DB 1140 PG 365

PF 6 PG 118

3.51 AC.Tax# 63-A-133

DB 19

75 P

G 65

DB 16

6 P

G 229 (Plat)

1. 14

AC.

Tax# 49-A-7

5DB 264 PG 356

2.00 AC.Tax# 49-A-74


DB 16

56 P

G 349

DB 313 P

G 13

0 (Plat)

1.20

AC.

Tax# 49-A-7

3A

DB 481 P

G 409

DB 313 P

G 13

0 (Plat)

2.0

4

AC.

Tax# 49-A-7

3

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

Inst. # 200600039179

7.180 AC.

Tax# 49-A-66G

DB 1265 PG 760

PF 6 PG 224

Tax# 49-A-67

17.87 AC.10

3

104

105

106

107

108 10

9

110 111

112

113

114

2

3

4

5POT

5+42.6

4

PO

T 112

+13.3

5

Rte. 1

PI 1+00.0

0

Rte. 6

32


Const. B

aselin

eRte. 6

32

F

C

C

CF

F

F

HELEN J. CANTRELL &

CAROLYN G. MILLS

EA

RL H. JR.

&D

EB

RA

D. SP

EN

CE

R


WIS

TE

R

W. S

EA

Y

CAROL R. SEAY

ME

LVIN

L. S

R.

&

DE

BO

RA

H J.

CA

RN

EY

DO

ROT

HY T. &

ED

WA

RD

T.

BU

TLE


CHARLES D. &



RC

D-1

RCD-2

RC

D-2

RC

D-2

TSF

TSF

EC-2

W=10'

EC-2

W=10'

D=1.5'

D=1.5'

jeff.hancock




Hic

kory Rid

ge Rd.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d10572403c.dgn


9/15/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT



C

F

REFERENCES



Mainline Profile

Drainage Descr.

3A

0

SCALE

50' 100'0001-088-R59 3C

HYDRAULIC ENGINEER


Location and Design

3C

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015

Phase IIErosion & Sediment Control

3

1R201, C501

0001-088-R59, P101

MA

TC

HLIN

E

ST

ATIO

N 114+0

0 S

HE

ET 4

C

BEGIN PROJ. 0001-088-R59, R201,P101, C501

STA. 105+55.66

END CONN. RTE. 632

STA. 4+67.64

BEG. CONN. RTE. 632

STA. 1+35.64

E & S Legend 2

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

for ditch

Drainage Esmt.

Prop. Perm.

PROP. R/W

Easement

Prop. VDOT Utility

Easement

Prop. VDOT Utility

Easement


Prop. VDOT Utility

103

104

105

106

107

108 10

9

110 111

112

113

114

2

3

4

5POT

5+42.6

4

PO

T 112

+13.3

5

Rte. 1

PI 1+00.0

0

Rte. 6

32


Const. B

aselin

eRte. 6

32

F

C

C

CF

F

F

Metal Sig

n

Wooden Fence

Soil E

nt.

Gravel

Gravel

Asphalt

Asphalt

Gravel

RebarAsphalt

Asphalt Shoulder

Inv.

Out

Ele

v. 17

4.9

9'

Inv. In Ele

v. 17

5.5

6'

In Pl. 15" x 58'

Concrete Pip

e w/

End

walls

Rebar

R/W Mon.

RebarIPR

Disturbed

IP

Asphalt E

ntr.

1 St. L

og

Cabin # 7617

Pinch

Pipe

Gravel Entr.

Pipe

Pinch

Rebar Rebar

Rebar

Rebar

Rebar

Metal Sig

n

Chain Lin

k Fence

Concrete

Wooden Sig

n

To Thornburg

To Int. Rte. 6

08

Route 632

(85.27')

35' S

cenic Buffer

35' Scenic Buffer

20' In

gress /

Egress Ease.

(S89°2

2'2

7"W 335.3

6')

(S12°25'9"W 669.12')

(N65°2

6'4

9"W 261.0')

(N76°3

4'15"W 98.0')

(N11°35'5"E 277.13')

(S64°15'0"E 527. 19')

(43. 14')

(N11°14"E)

(S76°14'E 515')

(N64°15'W 528')

(S64°4

5'E 534')

(N76°2

5'W 515')

(N77°10'E 216.7')

(S63°3'5"E 555.4

5')

(S63°3'5"E 546.3

4')

(N11°56'5"E 100') (166.65')

Existing R/W

20' Utility

&

Drainage Easement

Dedicate

d to Public Use (P

F 6 Pg. 2

24)

Existin

g R/

W

PL

PL

PL

PL

PL

PL

PL

PL

PL

P L

DB 1633 PG 594

PF 2 PG 508

2.60 AC.

Tax# 63-A-132A

DB 2090 P

G 534

PF 6 P

G 118

0.6

5

AC.

Tax# 63-A-135

DB 1140 PG 365

PF 6 PG 118

3.51 AC.Tax# 63-A-133

DB 19

75 P

G 65

DB 16

6 P

G 229 (Plat)

1. 14

AC.

Tax# 49-A-7

5DB 264 PG 356

2.00 AC.Tax# 49-A-74


DB 16

56 P

G 349

DB 313 P

G 13

0 (Plat)

1.20

AC.

Tax# 49-A-7

3A

DB 481 P

G 409

DB 313 P

G 13

0 (Plat)

2.0

4

AC.

Tax# 49-A-7

3

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

Inst. # 200600039179

7.180 AC.

Tax# 49-A-66G

DB 1265 PG 760

PF 6 PG 224

Tax# 49-A-67

17.87 AC.

HELEN J. CANTRELL &

CAROLYN G. MILLS

EA

RL H. JR.

&D

EB

RA

D. SP

EN

CE

R


WIS

TE

R

W. S

EA

Y

CAROL R. SEAY

ME

LVIN

L. S

R.

&

DE

BO

RA

H J.

CA

RN

EY

DO

ROT

HY T. &

ED

WA

RD

T.

BU

TLE


CHARLES D. &



48"

RC

D-1

RC

D-1

RC

D-2

RC

D-2

RC

D-2

RC

D-2

RC

D-2

RC

D-2

RC

D-2

RC

D-2

EC-2

W=6'

D=1'

EC-3, Ty. 1

W=5', D=1'

TSF

Type A

TSF

Type A

jeff.hancock



STA. 4+67.64

END CONN.


Hic

kory Rid

ge Rd.

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


r10572403rw.dgn

Plotted By: m.dickinson8:56:13 AM

11/4/2015

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

0

SCALE

50’ 100’0001-088-R59 3RW

3RW001

LAND SURVEYOR


Location and Design

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015

not shown hereon.

2. All of the properties physical improvements are

which may effect the property shown hereon.

of a title report and may not show all easements

3. This plan sheet was created without the benefit

0001-088-R59 C501 UPC 105724.

4. This survey datum is based on VDOT project

6. Cemetery sites were observed on the project.

General Notes:

1. This right of way sheet represents a field run

perimeter survey of the proposed right of way

limits. All other adjoining/departing boundary

lines shown are compiled from various sources:

found field monumentation, metes and bounds

descriptions and recorded plats. The adjoining

lines do not represent a field run survey of the

adjoining properties and are a best fit based on

compiled data. All areas shown for right of way

takes and easements are approximate only.

of construction.

5. All monumentation is to be set upon the completion

Line Bearing Length

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

13.96’

194.34’

136.18’

109.00’

136.86’

150.03’

6.00’

200.00’

199.00’

62.32’

148.78’

29.40’

137.01’

98.72’

9.00’

346.04’

24.02’

PARCEL 002

FEE TAKING PERMANENTUTILITY TEMPORARY

EASEMENTS LEGEND

R/W Mon. Found

Iron Pin/Pipe Found

Utility Poles

Utility Pedesatials

Right of Way Line

Easement Line

Iron Pin Set

Center Line

Property LinePL

CL

TVE

L1 L2

L3L4

L5

L6

L7

L8

L9

L10



804-257-4029Richmond, VA 232202501 Grayland Ave.Dominion Virginia PowerElectric:



Utility Owners:

PRESCRIPTIVE

0.475 AC. 0.127 AC. 0.334 AC. 0.046 AC.

0.376 AC. 0.155 AC.

0.332 AC. 0.259 AC.

E=11765218.0998

N=6745439.3517

E=11765278.8428

N=6746250.4344

POT 104+00.00 RTE. 1

POT 112+13.35 RTE. 1

Note: Figures in Brackets and Dot-Dashed lines denote Permanent Easements.

Note: Figures in Double Brackets and Dot-Dashed lines denote Utility Easements.RM - 2

PARCEL 001 *

PARCEL 001 *TOTAL FEE TAKING 0.602 AC.

STA. 105+55.66

MA

TC

HLIN

E

ST

ATIO

N 114+0

0.0

0 S

HE

ET 4

BEGIN PROJ./Const. 0001-088-R59, P101, R201, C501

PARCEL 002**

PARCEL 002** 4.47 Ac. Tract

0001-088-R59, R201

***RAPPAHANNOCK ELECTRIC EASEMENT 0.061 AC.

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

for ditch

Drainage Esmt.

Prop. Perm.

PROP. R/W

Easement

Prop. VDOT Utility

Easement

Prop. VDOT Utility

Easement


Prop. VDOT Utility

Rm-2

Rm-2

Rm-2

Rm-2 Rm-2

Rm-2

Rm-2

Rm-2

Rm-2

Rm-2

+15.00

79.24’

+91.35

137.90’

+22.33

111.90’

+85.00

62.00’

+86.00

62.00’

+50.00

55.00’+06.11

90.22’

+25.27

90.19’

+25.28

62.00’

+25.3

136.9

3’

+77.3

125.14’

+72.47

3.8

6’

2

1

3

4

1

2

3

4+05.18

114.02’+82.75

158.59’

+18.45

94.21’

+86.00

77.00’

+50.00

70.00’

+24.3

951.93’

+79.78

39.9

7’

+77.3

125.14’

+50.00

75.20’

+50.00

60.04’

Presc. R/

W

+55.66

54.16’

+55.66

40.20’

+55.66

54.16’

+55.66

69.16’

Prop. Rappahannock


+68.00

77.00’

***

103

104

105

106

107

108 10

9

110 111

112

113

114

1

2

3

4

5POT

5+42.6

4

PO

T 112

+13.3

5

Rte. 1

PI 1+00.0

0

Rte. 6

32


Const. B

aselin

eRte. 6

32

(85.27’)

35’ S

cenic Buffer

35’ Scenic Buffer

20’ In

gress /

Egress Ease.

(S89°2

2’2

7"W 335.3

6’)

(S12°25’9"W 669.12’)

(N65°2

6’4

9"W 261.0’)

(N76°3

4’15"W 98.0’)

(N11°35’5"E 277.13’)

(S64°15’0"E 527. 19’)

(43. 14’)

(N11°14"E)

(S76°14’E 515’)

(N64°15’W 528’)

Existing R/W

(S64°4

5’E 534’)

(N76°2

5’W 515’)

(N77°10’E 216.7’)

(S63°3’5"E 555.4

5’)

(S63°3’5"E 546.3

4’)

(N11°56’5"E 100’) (166.65’)

Existing R/W

20’ Utility

&

Drainage Easement

Ingress/Egress Easement

Dedicate

d to Public Use (P

F 6 Pg. 2

24)

Existin

g R/

W

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

PL

P L

DB 1633 PG 594

PF 2 PG 508

2.60 AC.

Tax# 63-A-132A

DB 2090 P

G 534

PF 6 P

G 118

0.6

5

AC.

Tax# 63-A-135

DB 1140 PG 365

PF 6 PG 118

3.51 AC.Tax# 63-A-133

DB 19

75 P

G 65

DB 16

6 P

G 229 (Plat)

1. 14

AC.

Tax# 49-A-7

5DB 264 PG 356

2.00 AC.Tax# 49-A-74


DB 16

56 P

G 349

DB 313 P

G 13

0 (Plat)

1.20

AC.

Tax# 49-A-7

3A

DB 481 P

G 409

DB 313 P

G 13

0 (Plat)

2.0

4

AC.

Tax# 49-A-7

3

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

Inst. # 200600039179

7.180 AC.

Tax# 49-A-66G

DB 1265 PG 760

PF 6 PG 224

Tax# 49-A-67

17.87 AC.

HELEN J. CANTRELL &

CAROLYN G. MILLS

EA

RL H. JR.

&D

EB

RA

D. SP

EN

CE

R


WIS

TE

R

W. S

EA

Y

CAROL R. SEAY

ME

LVIN

L. S

R.

&

DE

BO

RA

H J.

CA

RN

EY

DO

ROT

HY T. &

ED

WA

RD

T.

BU

TLE


CHARLES D. &



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d10572404.dgn


9/12/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

HYDRAULIC ENGINEER


Location and Design

ROADWAY ENGINEER


Location and Design

4

40001-088-R590

SCALE

50' 100'

REFERENCES





C

F


4A

END PROJECT 0001-088-R59, R201

Sta. 122+61.58

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015






Utility Owners:

END PROJ. 0001-088-R59, C-501

STA. 116+79.69

1R201, C501

0001-088-R59, P101

STA. 121+28.18

Mainline Profile

E & S Control 4B, 4C

Right of Way 4RW

DB 1265 PG 760

PF 6 PG 224

17.87 AC.

Tax# 49-A-67

MA

TC

HLIN

E

ST

ATIO

N 114+0

0.0

0 S

HE

ET 3

END PROJ. 0001-088-R59, P101

END CONST.

STA. 121+28.18

Denotes Demolition of Pavement (Flexible)

Denotes Full Depth Pavement

Denotes Flexible Pavement Planing

E&S Legend 2

Denotes Exist. concrete to be removed (Included in price bid for Reg. Excavation)X X X X

X

X

Metal Si

gn

In Pl. 18" Co

ncrete Pipe

Parking Lot

Chain Lin

k Fence

Inv.

Out

Ele

v. 17

4.9

9'

Inv. In Ele

v. 17

5.5

6'

In Pl. 15" x 58'

Concrete Pip

e w/

End

walls

Gravel

Rebar

Pinch

Pipe

Apple Tree

Apple Tree

Apple Tree

Apple Tree

Apple Tree

4

Apple Trees

Metal Sig

n

Chain Lin

k Fence

Inv.

Out

Ele

v. 16

6. 7

2'

Inv. In Ele

v. 16

7.5

6'

In Pl. Plastic Pip

e

Chain Lin

k Fence

IRF

Bridge

Cemetery

To Int. Rte. 608

Existing R/W

Existing R/W

(N76°12'2

3"W 364.0

1')

20'

Utility &

Drain

age Ease

ment

PL PL

Z

Z

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

DB 1265 PG 760

PF 6 PG 224

4.47 AC.

Tax# 49-A-67C

Tax# 49-A-67D

0.0269 AC. (Cemetery)

T

W

Veriz

on # None

Veriz

on Pole # None

Veriz

on Tel. P

ed. # F

O-7

Top of Rim 17

1.86'

T

T

Verizon

Comcast

Verizon


PWE PROPERTIES, LLC


PROP. R/WPROP. R/W

Easement

Prop. VDOT UtilityEasement

Prop. VDOT Utility

114

115

116

117 11

8 119

120

121

122 123

PO

T12

3+15.0

2

200' Taper


+50.11

39.4

6' E.P.

+50.17

25.6

2' E.P.

+81.52

Existing Guardrail shall not be disturbed

C

3.5'

1' 2:1

2:11'

3:1

2:1

Sta. 112+50 To Sta. 117+50 Lt.

1'

3.5'

1' 2:1

2:11'

2:11'

Section Detail

Proposed Stream CrossSection Detail


Ex.

Slope Pav.

Section Detail

Existing Stream Cross

Match Existing Stream Cross Section.

1' Min.

Sta. 117+50 To Sta. 120+50 Lt.

26"

EP

EX-1

To Be Seale

d and

Abandoned

EX-2

161 Tons Dry Riprap CL. I PG-3 Req'd

Sta. 120+50 To Sta. 121+28.18 Lt.

jeff.hancock


Lanksford.Hankins

pe_seals_co-Default

d10572404a.dgn


7/13/2016

PROJECT MANAGER

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE






PROJECT SHEET NO.

SURVEYED BY, DATE

DESIGN BY


ROADWAY ENGINEER


Location & Design

Route 1 (Jefferson Davis Highway)

4A

0001-088-R59 4A

FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015

1R201, C501

0001-088-R59, P101

155_

150_

160_

165_

170_

175_

180_

185_

190_

195_

200_

205_

210_

215_

155_

150_

160_

165_

170_

175_

180_

185_

190_

195_

200_

205_

210_

215_

HYDRAULIC ENGINEER


Location & Design

17

4.8

2

END PROJ. 0001-088- R59, C501

STA. 116+79.69

Prop. GradeExist. Profile

END PROJ. 0001-088- R59, P101

STA. 121+28.18

END PROJ. 0001-088- R59, R201

STA. 122+61.58

STA. 121+28.18

END CONST.

Approximate Grade

-1.98% -2.06% -2.02% -1.92% -1.98%

Spline Grade

(Approx.)

-1.99%

+25 17

2.8

2

+00 16

1.37


-1.60%

-2.41%

Approximate Grade

173.6

4+7

9.6

9

114+00.00 115+00.00 116+00.00 117+00.00 118+00.00 119+00.00 120+00.00 121+00.00 122+00.00

179.2

1

178.2

2

177.19

176.18

175.2

2

174.2

3

jeff.hancock


Lanksford.Hankins

pe_seals_co-Default

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d10572404b.dgn


9/14/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

HYDRAULIC ENGINEER


Location and Design

4B

4B0001-088-R590

SCALE

50' 100'

Mainline Profile

Drainage Descr.

REFERENCES





C

F


4A

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015






Utility Owners:

Phase IErosion & Sediment Control

3

1R201, C501

0001-088-R59, P101

DB 1265 PG 760

PF 6 PG 224

17.87 AC.

Tax# 49-A-67M

AT

CH

LIN

E

ST

ATIO

N 114+0

0 S

HE

ET 3

B

2E&S Legend

END PROJ. 0001-088-R59, C-501

STA. 116+79.69STA. 121+28.18

END PROJ. 0001-088-R59, P101

END CONST.

STA. 121+28.18


Sta. 122+61.58 3.5'

1' 2:1

2:11'

3:1

2:1

Sta. 112+50 To Sta. 117+50 Lt.

1'

3.5'

1' 2:1

2:11'

2:11'

Section Detail

Proposed Stream CrossSection Detail


Ex.

Slope Pav.

Section Detail

Existing Stream Cross

Match Existing Stream Cross Section.

1' Min.

Sta. 117+50 To Sta. 120+50 Lt.

26"

EP

EX-1

To Be Seale

d and

Abandoned

EX-2

161 Tons Dry Riprap CL. I PG-3 Req'd

Sta. 120+50 To Sta. 121+28.18 Lt.

Metal Si

gn

In Pl. 18" Co

ncrete Pipe

Parking Lot

Chain Lin

k Fence

Inv.

Out

Ele

v. 17

4.9

9'

Inv. In Ele

v. 17

5.5

6'

In Pl. 15" x 58'

Concrete Pip

e w/

End

walls

Gravel

Apple Tree

Apple Tree

Apple Tree

Apple Tree

Apple Tree

4

Apple Trees

Metal Sig

n

Chain Lin

k Fence

Inv.

Out

Ele

v. 16

6. 7

2'

Inv. In Ele

v. 16

7.5

6'

In Pl. Plastic Pip

e

Chain Lin

k Fence

Bridge

Cemetery

To Int. Rte. 608

Existing R/W

Existing R/W

(N76°12'2

3"W 364.0

1')

20' Utility

&

Drainage Easement

20'

Utility &

Drain

age Ease

ment

PL PL

Z

Z

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

DB 1265 PG 760

PF 6 PG 224

4.47 AC.

Tax# 49-A-67C

Tax# 49-A-67D



PWE PROPERTIES, LLC


RC

D-1

RC

D-1

144

145

146

147

147

148

148

148

149

149

150

150

150

151

151

151

152

152

153

153

154

154

154

154

154

155

155 155

155

156

156

156

156

157

157

157

158

158

159

159

159

159

160

160

160

160

160

161

161

161

162

162

162

162

163

163

163

163

164

164

164

164

165

165

165

165

165

165

166

166

166

166

166

167

167

167

167

167

167

168

168

168

168

168

169

169

169

169

169

169

169

170

170

170

170

170

170

170

170

170

170

171

171

171

171

171171

171

171

171

172

172

172

172

172

172

172

172

173

173

173

173

173

173

173

173

173

174

174

174

174

174

174

174

174

174

174

174

175175

175

175

175

175

175

175

175

175

175

175

175

175

176

176

176

176

176

176

176

177

177

177

177

177

177

178

178

178

178

178

178

179

179

179

179

180

180

180

180

180

181

181

182

114

115

116

117 11

8 119

120

121

122 123

PO

T12

3+15.0

2


C

PROP. R/WPROP. R/W

Easement

Prop. VDOT Utility

Easement


Prop. VDOT Utility

jeff.hancock


VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d10572404c.dgn


9/14/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

HYDRAULIC ENGINEER


Location and Design

4C

4C0001-088-R590

SCALE

50' 100'

Mainline Profile

Drainage Descr.

REFERENCES





C

F


4A

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015






Utility Owners:

Phase IIErosion & Sediment Control

3

1R201, C501

0001-088-R59, P101

DB 1265 PG 760

PF 6 PG 224

17.87 AC.

Tax# 49-A-67M

AT

CH

LIN

E

ST

ATIO

N 114+0

0 S

HE

ET 3

C

END PROJ. 0001-088-R59, C-501

STA. 116+79.69STA. 121+28.18

END PROJ. 0001-088-R59, P101

END CONST.

STA. 121+28.18


Sta. 122+61.58

2E&S Legend

PROP. R/WPROP. R/W

Easement

Prop. VDOT Utility

Easement


Prop. VDOT Utility

Metal Si

gn

In Pl. 18" Co

ncrete Pipe

Parking Lot

Chain Lin

k Fence

Inv.

Out

Ele

v. 17

4.9

9'

Inv. In Ele

v. 17

5.5

6'

In Pl. 15" x 58'

Concrete Pip

e w/

End

walls

Gravel

Apple Tree

Apple Tree

Apple Tree

Apple Tree

Apple Tree

4

Apple Trees

Metal Sig

n

Chain Lin

k Fence

Inv.

Out

Ele

v. 16

6. 7

2'

Inv. In Ele

v. 16

7.5

6'

In Pl. Plastic Pip

e

Chain Lin

k Fence

Bridge

Cemetery

To Int. Rte. 608

Existing R/W

Existing R/W

(N76°12'2

3"W 364.0

1')

20'

Utility &

Drain

age Ease

ment

PL PL

Z

Z

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

DB 1265 PG 760

PF 6 PG 224

4.47 AC.

Tax# 49-A-67C

Tax# 49-A-67D



PWE PROPERTIES, LLC


RC

D-1

RC

D-1

RC

D-1

RC

D-1

RC

D-1

RC

D-1

RC

D-1

RC

D-1

EC-2

W=10'

D=1.5'

RC

D-1

144

145

146

147

147

148

148

148

149

149

150

150

150

151

151

151

152

152

153

153

154

154

154

154

154

155

155 155

155

156

156

156

156

157

157

157

158

158

159

159

159

159

160

160

160

160

160

161

161

161

162

162

162

162

163

163

163

163

164

164

164

164

165

165

165

165

165

165

166

166

166

166

166

167

167

167

167

167

167

168

168

168

168

168

169

169

169

169

169

169

169

170

170

170

170

170

170

170

170

170

170

171

171

171

171

171171

171

171

171

172

172

172

172

172

172

172

172

173

173

173

173

173

173

173

173

173

174

174

174

174

174

174

174

174

174

174

174

175175

175

175

175

175

175

175

175

175

175

175

175

175

176

176

176

176

176

176

176

177

177

177

177

177

177

178

178

178

178

178

178

179

179

179

179

180

180

180

180

180

181

114

115

116

117 11

8 119

120

121

122 123

PO

T12

3+15.0

2


C

jeff.hancock


MA

TC

HLIN

E

ST

ATIO

N 14

+00.0

0 S

HE

ET 3

STA. 116+79.69

END CONST./END PROJ. 0001-088-R59, P101, C501

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


r10572404rw.dgn

Plotted By: m.dickinson11:55:11 AM

9/21/2015

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

0010001-088-R59, R201 4RW

0001-088-R590

SCALE

50’ 100’


4RW

LAND SURVEYOR


Location and Design

Sta. 122+61.58


Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015






Utility Owners:

not shown hereon.

2. All of the properties physical improvements are

which may effect the property shown hereon.

of a title report and may not show all easements

3. This plan sheet was created without the benefit

0001-088-R59 C501 UPC 105724.

4. This survey datum is based on VDOT project

6. Cemetery sites were observed on the project.

General Notes:

1. This right of way sheet represents a field run

perimeter survey of the proposed right of way

limits. All other adjoining/departing boundary

lines shown are compiled from various sources:

found field monumentation, metes and bounds

descriptions and recorded plats. The adjoining

lines do not represent a field run survey of the

adjoining properties and are a best fit based on

compiled data. All areas shown for right of way

takes and easements are approximate only.

of construction.

5. All monumentation is to be set upon the completion

LEGEND

R/W Mon. Found

Iron Pin/Pipe Found

Utility Poles

Utility Pedesatials

Right of Way Line

Easement Line

Iron Pin Set

Center Line

Property LinePL

CL

TVE

Line Bearing Length

L1

L2

L3

L4

L5

L6

L7

L8

L9

L10

L11

L12

L13

L14

L15

L16

L17

14.18’

230.70’

136.18’

109.00’

136.86’

150.03’

6.00’

200.00’

199.00’

62.32’

148.78’

29.40’

137.01’

98.72’

9.00’

346.04’

24.02’

L11L10

L12L13 L14 L15

L16L17

DB 1265 PG 760

PF 6 PG 224

Tax# 49-A-67

17.87 AC.

002

PARCEL 002

FEE TAKING PERMANENTUTILITY TEMPORARY

EASEMENTS

PRESCRIPTIVE

0.495 AC, 0.119 AC. 0.301 AC. 0.046 AC.

0.376 AC. 0.155 AC.

0.332 AC. 0.259 AC.

E=11765300.2502

N=6746536.2798

POT 115+00.00 RTE. 1

E=11765361.1180

N=6747349.0283

POT 123+15.02 RTE. 1

Note: Figures in Brackets and Dot-Dashed lines denote Permanent Easements.

Note: Figures in Double Brackets and Dot-Dashed lines denote Utility Easements.


R - M 2

PARCEL 001 * TOTAL FEE TAKING 0.614 AC.

PARCEL 001 *

STA. 121+28.18

END CONST./END PROJ. 0001-088-R59, P101

PARCEL 002*

PARCEL 002* 4.47 Ac. Tract

114

115

116

117 11

8 119

120

121

122 123

PO

T12

3+15.0

2


Existing R/W

PL Along Approx. Center of Historic Route 1

(N76°12’2

3"W 364.0

1’)

20’

Utility &

Drain

age Ease

ment

PL

PL PL

Z

Z

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

DB 1265 PG 760

PF 6 PG 224

4.47 AC.

Tax# 49-A-67C

Tax# 49-A-67D



PWE PROPERTIES, LLC


PROP. R/WPROP. R/W

Easement


Prop. VDOT UtilityRm-2

Rm-2

Rm-2

Rm-2Rm-2

Rm-2

Rm-2

Rm-2

+00.00

66.00’

+00.00

57.00’

+46.00

70.99’

+61.58

52.29’

+00.00

57.00’

+00.00

63.00’

+50.00

66.00’+52.00

77.91’

+33.65

85.82’

+46.00

70.99’

+00.00

81.00’

+50.00

81.00’+52.00

92.90’

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d105724051.dgn


7/13/2016

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

PROJECT SHEET NO.





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

DESIGNED BY

Peter Hedrich P.E. 540-899-4540

TRAFFIC ENGINEERING

CENTRAL REGION OPERATIONS

FREDERICKSBURG VA.

87 DEACON RD.

TRAFFIC CONTROL DEVICE PLANS

Kenneth Thornewell Jr. 540-899-4544

Jefferson Davis Hwy.Rte. 1

TRAFFIC ENGINEER


VDOT Central Region

SUBSURFACE UTILITY BY,DATE1

R201

0001-088-R59, C501, 5(1)

5(1)0001-088-R59

Greg Tkac, 540-374-3369

Franklin Mills L.S. 540-374-3371 11-12-2014

4-2015 CARDNO TBE 804-285-4811

Proposed Sign Panel

SIGN CALL-OUTS

95

I NTERSTATE

95

I NTERSTATE

95

I NTERSTATE

SIGN LABELS

3

2808

denotes Text No.

denotes Sign Assembly No.

GM

A SP-OH - Overhead Mounted Sign Panel

SP-GM - Ground Mounted Sign Panel

SIGN PANEL

ST-GM - Ground Mounted

STRUCTURE ONLY

Proposed Sign Assemblies

3

2808

denotes Text No.

denotes Sign Assembly No.

Relocated Sign Assemblies

Sign Relocation or Payable Sign Disposal/Salvage

Existing Sign to be Removed

STANDARD SIGN LEGEND

CM - Cantilever Mounted

OM - Overhead Mounted

GM - Ground Mounted

SIGN PANELSTRUCTURE &

Existing Sign to Remain

X - Removal and disposal shall be incidental to other contract items

D - Overlay Sign Panel

C - Relocate

B - Remove & Salvage

A - Remove & Dispose

LEGEND

Proposed Sign

Existing Sign

Denotes Existing Sign Structure and/or Sign Panel Type

Denotes Action and Measurement & Payment Item

0

SCALE

50' 100'

PERMANENT SIGN PLANS

632

1

632

632

STOP

SPEED

LIMIT

45

1

W1-2

R

NORTH

SOUTH

ADOPT

A

HIGHWAY

AIKIDO

IN

FREDRICKSBURG

VE

HIC

LES

TU

RNIN

GFO

RW

ATC

H

500 F

T

To Int. Rte. 608

To Thornburg

Rte. 632

To Int. Rte. 6

08

106

107

108 10

9

110 111

112

113

114

115

116

117 11

8 119

120

121

1

2

3

4

5

PROP. R/WPROP. R/W

Rte. 1SBL

NBL

Existin

g R/

W

Existing R/W Existing R/W

PROP. R/W

Existing R/W

F

C

C

C

CF

F

F

632

1

632

632

STOP

SPEED

LIMIT

45

1

W1-2

R

NORTH

SOUTH

ADOPT

A

HIGHWAY

AIKIDO

IN

FREDRICKSBURG

VE

HIC

LES

TU

RNIN

GFO

RW

ATC

H

500 F

T

3

103GM

C

GM

A

SPEED

LIMIT

45

GM

A102

2

GM

A

104

4GM

A

105

5

STOP

1

GM

A

101

1

GM

A

RTE. 1 IS OPEN TO TRAFFIC.AFTER LT. TURN LANESIGN TO BE REMOVED

632

632

SIGN TO REMAINSIGN TO REMAIN

SIGN TO REMAIN

SIGN TO REMAIN

peter.hedrich

pe_seals_co-Default

TRAFFIC ITEMS

Ea.L.F. L.F.S.F. Ea.

PANEL

SIGN

24"

MARK.

LINE

PAVE

CL. I

TYPE B

36"

MARK.

LINE

PAVE

CL. I

TYPE B

CO

NC.

MA

RK.

AS

PH.

RAIS

ED

PA

VE.

SN

OW

PL

OW.

AR

RO

W

SIN

GLE

MA

RK. E

LO

NG.

PA

VE. M

ES

S.

L.F. L.F. Ea. Ea.Ea.

STRUCT.

SIGN

EXIST.

DISPOSE

&

REMOVE

PANEL

SIGN

EXIST.

RELOC.

4"

MARK.

LINE

PAVE

CL. I

TYPE B

14 GAUGE

2"

STP-1

POST

SIGN

ST

P-1 T

YP

E

A

FO

UN

DA

TIO

N

CO

NC

RE

TE

54032 54042 54100 54217 54300

DE

SC

RIP

TIO

N

ITE

M

ITEM NO.

TOTAL

50108 51248 51962

NO.

TEXTTEXT

NO.

SIGN

STD.

STRUCTURE

SIGNPANEL SIZE

WIDTH HEIGHTNO.

STD.QUANTITY REMARKS

TOTAL

SIGN AREA (S.F.)

EACH

1

1

1

1

2

3

4

5

6

105

104

102

101

30" 36" 7.5 7.5

6.19 6.19

24"

21" 15"

24" M1-V2a

M6-1R

6.19 6.19

24"

21" 15"

24" M1-V2a

M5-1R

SPEED

LIMIT

45

STOP

1

ADOPTA

HIGHWAY

AIKIDO IN

FREDRICKSBURG

ADOPTA

HIGHWAY

AIKIDO IN

FREDRICKSBURG

103

14 Gau.

2" Post

STP-1

TYPE A

14 Gau.

2" Post

STP-1

TYPE A

14 Gau.

2" Post

STP-1

TYPE A

New Post

Relocate existing sign Panel to

14 Gau.

2" Post

STP-1

TYPE A

R2-1

1 10.5 10.5

24"

36" 36"

14 Gau.

2" Post

STP-1

TYPE A

9"

R1-1

Existing Existing Existing Existing Existing1

632

632

M1-V3aB

10001-088-R59, C501

R2015(2)

0001-088-R59, 5(2)

FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

SIGN SCHEDULE

31 60 5 1 6 7590 112 29 885

Greg Tkac 540-374-3369

Franklin Mills L.S. 540-374-3371

Cardno, April, 2015

William D. Arel, P.E. 540-899-4474

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d105724052.dgn


7/14/2016

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


Total 31

TRAFFIC ENGINEER


VDOT Central Region

5196350900

peter.hedrich

pe_seals_co-Default

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


d105724061.dgn


7/13/2016

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

PROJECT SHEET NO.





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

DESIGNED BY

Peter Hedrich P.E. 540-899-4540

TRAFFIC ENGINEERING

CENTRAL REGION OPERATIONS

FREDERICKSBURG VA.

87 DEACON RD.

TRAFFIC CONTROL DEVICE PLANS

Kenneth Thornewell Jr. 540-899-4544

Jefferson Davis Hwy.Rte. 1

TRAFFIC ENGINEER


VDOT Central Region

PAVEMENT MARKING PLANS

SUBSURFACE UTILITY BY,DATE1

R201

0001-088-R59, C501, 6(1)

6(1)0001-088-R59

Greg Tkac, 540-374-3369

Franklin Mills L.S. 540-374-3371 11-12-2014

4-2015 CARDNO TBE 804-285-4811

0

SCALE

50' 100'

Rte. 1 only

Soil Ent.

Gravel

Gravel

Asphalt

Asphalt

Gravel

Asphalt

Asphalt Shoulder

R/W Mon.

Pu

mphouse

Bric

k Colu

mn

w/

Electric

al Lig

hting

Bric

k Colu

mn

w/

Electric

al Lig

hting

To Thornburg

To Int. Rte. 6

08

Route 632

Existing R/W

Existing R/W Existing R/W

Ingress/Egress Easement

Existin

g R/

W

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

for ditch

Drainage Esmt.

Prop. Perm.

PROP. R/W


Prop. Rappahannock

***

4" linemarking

tie to exist. 4" linemarking

tie to exist.

PAVEMENT MARKING LEGEND

TYPE B, CLASS 1 WHITE, 4"

TYPE B, CLASS 1 YELLOW, DOUBLE 4" W/ 4" GAP

TYPE B, CLASS 1 WHITE, 4", 2' LINE W/4' GAP

TYPE B, CLASS 1 WHITE, 4", 10' LINE W/30' GAP

SUBSEQUENT 24" MARKS ON 24' C-C SPACING

TYPE B, CLASS 1 YELLOW, FIRST MARK 36", TWO

TYPE B, CLASS 1 WHITE, 24"

TWO - WAY YELLOW / YELLOW ON SOLID YELLOW LINES (80' SPACING)

AND ON THE SOLID WHITE LINES (80' SPACING)

ONE - WAY WHITE / RED ON THE SKIP LINES (80' SPACING)

TYPE F SNOWPLOWABLE RAISED PAVEMENT MARKERS ASPHALT CONC.

103

104

105

106

107

108 10

9

110 111

112

113

114

115

116

117 11

8

3

4

5

2

1

PAVE. MESS. MARK. ELONG. ARROW SINGLE

A D

DA

EE

B

B

CA

A

E

E

C

D

DAA B

B

A

B

F

C

A

A

B

C

D

E

F

To Thornburg

Rte. 1

To Int. Rte. 608

Rte. 1

To Int. Rte. 6

08

Rte. 6

32

peter.hedrich

pe_seals_co-Default

103

104

105

106

107

108

109

110

111

112

113

114

1

1

1

22

1

PROP. R/W

PROP. R/W

PROP. R/W

PROP. R/W

Easement

Prop. VDOT Utility

Easement

Prop. VDOT Utility

PROP. R/W

for ditch

Drainage Esmt.

Prop. Perm.

Easement

Prop. VDOT Utility

Easement

Prop. VDOT Utility

Metal Sig

n

Wooden Fence

Soil E

nt.

Gravel

Gravel

Asphalt

Asphalt

Gravel

Asphalt

Asphalt Shoulder

1 St. L

og

Cabin # 7617

Gravel Entr.

Metal Sig

n

Chain Lin

k Fence

Concrete

Wooden Sig

n

Inv.

Out

Ele

v. 17

7.9

2’

Inv. In Ele

v. 17

9.8

5’

In Pl. 2

4"

Concrete Pip

e

3

Wooden Sig

ns

Wooden Sig

n

Route 632

Existing R/W

Existing R/W

20’ Utility

&

Drainage Easement

Existin

g R/

W

HELEN J. CANTRELL &

CAROLYN G. MILLSDB 1633 PG 594

PF 2 PG 508

2.60 AC.

Tax# 63-A-132A

EA

RL H. JR.

&D

EB

RA

D. SP

EN

CE

RD

B 2090 P

G 534

PF 6 P

G 118

0.6

5

AC.

Tax# 63-A-135 SUSAN D. WEBB PRESLEY

DB 1140 PG 365

PF 6 PG 118

3.51 AC.Tax# 63-A-133

WIS

TE

R

W. S

EA

YD

B 19

75 P

G 65

DB 16

6 P

G 229 (Plat)

1. 14

AC.

Tax# 49-A-7

5

CAROL R. SEAYDB 264 PG 356

2.00 AC.Tax# 49-A-74


DB 16

56 P

G 349

DB 313 P

G 13

0 (Plat)

1.20

AC.

Tax# 49-A-7

3A

DO

ROT

HY T. &

ED

WA

RD

T.

BU

TLE

R

DB 481 P

G 409

DB 313 P

G 13

0 (Plat)

2.0

4

AC.

Tax# 49-A-7

3

PWE PROPERTIES, LLC

Inst. # 200900003988

40 + / - AC.

Tax# 49-A-72

CHARLES D. &

CATHERINE L. CANTRELLInst. # 200600039179

7.180 AC.

Tax# 49-A-66G

HOLLADAY CONSTRUCTION CO. INC.DB 1265 PG 760

PF 6 PG 224

Tax# 49-A-67

17.87 AC.

DE

BO

RA

H J.

CA

RN

EY

ME

LVIN

L. S

R.

&

T

W

T T

T T

T

T

RE

C # None

Veriz

on # None

RE

C # None

Veriz

on # F

O-8

Veriz

on # None

Veriz

on # F5419

Veriz

on # 14-2

Veriz

on # None

Veriz

on # None

Veriz

on # 13-4

Veriz

on # None

Veriz

on # 13-2

POT1+0

0.00

1

2

3

4

5POT

5+42.6

4

T

TT

V

TV

TV

T

T

TV

T

Veriz

on

Comcast

Spots

ylvania County

Spotsylvania County Public Schools

VerizonVerizon

VerizonComcast

Comcast

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


8/17/2016


u10572403.dgn

PROJECT MANAGER

PROJECT SHEET NO.





SURVEYED BY, DATE

DESIGN BY


FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

= New Pavement

= Mill and Overlay



C

F0

SCALE

50’ 100’0001-088-R59

001

Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

CARDNO, April 2015

RW-201, C-501

0001-088-R59, PE-101

CONSULTANT

Alexandria Virginia

RJM Engineering, Inc.


(540) 339-6772Stafford,VA 225561128 Garrisonville Road ComcastCable:

Bowling Green, VA 22427-0308P.O. Box 308Rappahannock Electric CooperativeElectric:



Utility Owners:



Hic

kory Rid

ge Rd.

MA

TC

HLIN

E

ST

ATIO

N 14

+00.0

0 S

HE

ET 4

STA. 105+55.66

BEGIN CONST. 0001-088-R59, P101, C501

STA. 105+22.50

BEGIN PROJ. 0001-088-R59, R201

Sta. 4+67.64

Route 632

End Const.

Sta. 1+35.64

Route 632

Begin Const.

2

PROPOSED EXISTING

WATER MAIN

TO BE ABANDONED

7(3)

7(3)

MARKERLOCATION

(45 DEGREE)8" BEND

45 DEGREE8" BEND

(45 DEGREE)8" BEND

MARKERLOCATION

(45 DEGREE)8" BEND

MARKERSLOCATION

WATER MAIN

COMCAST CABLE

VERIZON

FIBER OPTIC

UNKNOWN UTILITY

REQUIREDAS WATER MAIN EXISTING 8" REMOVE ABANDON OR

be used to connect proposed pipe to existing at each tie-in.5. The entire length of the proposed 8" water line will be restrained. Megalug Mechanical Joint Restraint will

4. Backfill for water line: See note on the General Notes, Sheet 1, Cross section on Sheet 2A.

line crosses them.3. Contractor shall test pit verify horizontal and vertical locations of any utilities where proposed 8" water

lines, and functional.2. Existing water line shall be abandoned in place only after proposed line is installed, tied into existing

1. Minimum 42" cover shall be maintained above proposed water line.

Notes:

being completed first.proposed work shown on this plan is self-sustaining and does not depend on the potential future work coordinate efforts, as it is unknown at this time when the potential future work will take place. The Contractor shall contact Spotsylvania County prior to performing any work on the site in order to Route 1 to the tie-in location on Hickory Ridge Road which would impact the work shown here. Note that the

6. Spotsylvania County has a potential project to reconstruct the waterline crossing from the east side of

WATER LINE

TIE-IN WITH EXISTING 8" PVC

STARTING STATION 10+00

UNK).

WATER LINE (MATERIAL

TIE-IN WITH EXISTING 8"

SEE PROFILE SHEET 2A

FULLY RESTRAINED

171 L.F. OF 8" DI WATER MAIN

10+00





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

210 210

220 220

105+50.00

200 200

210 210

220 220

106+00.00C=16F=0

13 0

200 200

210 210

106+50.00C=13 F=0

27 0

200 200

210 210

107+00.00C=10 F=0

21 0

10001-088-R59, C5011

0001-088-R59 1

Station 105+50.00 To Station 107+00.00

C=0 F=0STA. 105+55.66

BEG. CONST. 0001-088-R59, C501

6/28/2016

10:36:21 AM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT

PROJECT MANAGER Greg Tkac, (540) 374-3369


William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

INDEX OF SHEETS

Sheet 10 thru 11 Rte. 632

Sheet 1 thru 9 Rte. 1

R201

E

X. P

VM

T.

E

X. P

VM

T.R/W

54.13' LT

R/W

EXIST

40.19' LT

R/W

EXIST

39.8

1' R

T

ESMT

ELEC

69.13' LT

E

X. P

VM

T.

E

X. P

VM

T. 200.5

6

001

199.6

3 31.23' LT

5.000%19

9.9

4 25.0

4' LT

2.483%

3:13:1

200.0

5 23.8

1' R

T

2.162%

R/W

54.3

5' LT

R/W

EXIST

40.2

2' LT

R/W

EXIST

39.7

8'

RT

ESMT

ELEC

69.3

5' LT

197.6

0 37.3

4' LT

198.9

1 41.25' LT

E

X. P

VM

T.

E

X. P

VM

T. 198.9

0

001

197.8

9 32.6

1' L

T

5.000%

198.2

8 24.8

8' LT

2.519%

3:1

198.3

8 24.0

6'

RT

2.158%

3:1

R/W

54.5

7' LT

R/W

EXIST

40.2

4' LT

R/W

EXIST

39.7

6'

RT

ESMT

ELEC

69.5

7' LT

195.5

3 39.6

9' LT

196.5

5 42.7

5' LT

E

X. P

VM

T.

E

X. P

VM

T. 197.19

001

196.18 33.9

8' LT

5.000%

196.5

8 25.9

8' LT

2.349%

196.6

0 24.0

7'

RT

2.465%

3:13:1

R/W

54.7

8' LT

R/W

EXIST

40.2

6' LT

R/W

EXIST

39.7

4'

RT

ESMT

ELEC

69.7

8' LT

193.5

0 42.0

3' LT

194.5

3 45.11' L

T





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

200 200

210 210

107+50.00C=10 F=1

19 1

200 200

210 210

108+00.00C=13 F=0

21 1

190 190

200 200

210 210

108+50.00C=17 F=0

28 0

190 190

200 200

210 210

109+00.00C=22 F=0

36 0

20001-088-R59, C5011

0001-088-R59 2


2/11/2016

1:22:31 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT



William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

R201

E

X. P

VM

T.

E

X. P

VM

T. 195.4

5

001

194.5

3 35.3

6' LT

5.000%

194.9

3 27.3

5' LT

1.897%

194.7

4 24.4

6'

RT

2.927%

3:1 3:1

R/W

55.0

0' LT

R/W

EXIST

40.2

8' LT

R/W

EXIST

39.7

2'

RT

ESMT

ELEC

70.0

2' LT

191.75 43.7

1' L

T

192.9

1 47.19' LT

E

X. P

VM

T.

E

X. P

VM

T. 193.7

1

001

192.8

9 36.7

3' LT

5.000%

193.2

9 28.7

3' LT

1.439%

193.3

0 23.4

0'

RT

1.749%

3:13:1

R/W

57.5

7' LT

R/W

EXIST

40.3

0' LT

R/W

EXIST

39.7

0'

RT

ESMT

ELEC

72.5

9' LT

190.3

6 44.3

4' LT

191.57 47.9

8' LT

E

X. P

VM

T.

E

X. P

VM

T. 192.0

8

001

191.28 38.11' L

T

5.000%

191.68 30.10' LT

1.291%

3:1

191.66 23.3

6'

RT

1.772%

3:1

R/W

60.15' LT

R/W

EXIST

40.3

2' LT

R/W

EXIST

39.6

8'

RT

189.0

8 44.7

2' LT

190.2

2 48.15' LT

E

X. P

VM

T.

E

X. P

VM

T. 190.5

7

001

189.7

4 39.4

8' LT

5.000%

190.14 31.48' LT

1.331%

3:1

190.14 23.7

9'

RT

1.794%

3:1

R/W

62.0

0' LT

R/W

EXIST

40.3

4' LT

R/W

EXIST

39.6

6'

RT

187.4

9 46.2

5' LT

188.8

4 50.3

1' L

T





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

190 190

200 200

210 210

109+50.00C=13 F=0

32 0

190 190

200 200

110+00.00C=8 F=3

19 3

190 190

200 200

110+50.00C=23 F=5

29 7

190 190

200 200

111+00.00C=69 F=9

85 13

30001-088-R59, C5011

0001-088-R59 3


2/11/2016

1:22:33 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT



William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

R201

E

X. P

VM

T.

E

X. P

VM

T. 189.16

001

5.000%

188.6

4 32.8

5' LT

1.573%

188.7

3 24.3

8'

RT

1.770%

3:13:1

188.2

4 40.8

6'L

T

R/W

62.0

0' LT

R/W

EXIST

40.3

6' LT

R/W

EXIST

39.6

4'

RT

185.6

0 48.7

9' LT

186.6

9 52.0

6' LT

E

X. P

VM

T.

E

X. P

VM

T. 187.8

8

001

5.000%

187.3

9 33.0

0' LT

1.450%

187.3

0 24.4

6'

RT

2.373%

3:13:1

R/W

62.0

0' LT

R/W

EXIST

40.3

8' LT

R/W

EXIST

39.6

2'

RT

186.9

9 41.00' LT

184.5

3 48.3

9' LT

185.2

7 50.6

1' L

T

E

X. P

VM

T.

E

X. P

VM

T. 186.7

2

001

5.000%

186.12 33.0

0' LT

1.812%

186.10 24.3

8'

RT

2.600%

3:13:1

185.7

2 41.00'L

T

R/W62.0

0' LT

R/W

EXIST

40.4

0' LT

R/W

EXIST

39.6

0'

RT

183.4

7 47.7

7' LT

184.2

3 50.0

5' LT

184.0

5 65.0

9' LT

184.0

2 67.5

4' LT

183.3

4 68.8

9' LT

183.3

4 69.8

9' LT

182.3

4 71.89' LT

182.3

4 75.3

9' LT

183.3

4 77.3

9' LT

183.3

4 78.3

9' LT

184.9

6 81.62' LT

E

X. P

VM

T.

E

X. P

VM

T. 185.6

1

001

5.000%

184.9

8 33.0

0' LT

1.899%

3:1

185.0

4 23.9

1' R

T

2.393%

3:1

R/W

EXIST

40.4

2' LT

R/W

EXIST

39.5

8'

RT

184.5

8 41.00' LT

182.4

0 47.5

5' LT

183.6

8 51.38' LT

183.6

1 54.3

1' L

T

183.0

8 66.4

9' LT

181.08 70.4

8' LT

181.08 71.48' LT

180.0

8 73.4

8' LT

183.8

3 85.4

7' LT

181.08 79.9

8' LT

181.08 78.9

8' LT

180.0

8 76.9

8' LT





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

190 190

200 200

111+50.00C=0 F=0

64 8

190 190

200 200

112+00.00C=0 F=0

0 0

180 180

190 190

112+50.00C=74 F=3

69 3

180 180

190 190

113+00.00C=81 F=2

144 5

40001-088-R59, C5011

0001-088-R59 4


2/11/2016

1:22:34 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT



William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

R201

E

X. P

VM

T.

E

X. P

VM

T. 184.5

1

001

184.0

2 24.3

8' LT

2.011%

183.8

8 24.0

7'

RT

2.630%

R/W

EXIST

40.4

4' LT

R/W

EXIST

39.5

6'

RT

E

X. P

VM

T.

E

X. P

VM

T.

183.4

2

001

183.18 26.6

7' LT

183.18 26.6

7' LT

0.855% 2.878%

R/W

EXIST

39.5

4'

RT

E

X. P

VM

T.

E

X. P

VM

T.

3.5'

182.3

2

001

180.8

2 52.0

0' LT

5.000%

181.22 44.0

0' LT

2.505% 2.436%2:1

2:1 2:13:1

R/W

EXIST

40.4

9' LT

178.7

0 58.3

7' LT

178.7

0 59.3

7' LT

177.7

0 61.37' LT

177.7

0 64.8

7' LT

178.7

0 66.8

7' LT

178.7

0 67.8

7' LT

181.57 73.6

1' L

T

E

X. P

VM

T.

E

X. P

VM

T.

3:12:1

181.19

001

179.7

8 51.68' LT

5.000%

180.18 43.6

8' LT

2.320% 2.305%

2:1 2:1

R/W

EXIST

40.5

1' L

T

177.4

2 58.8

3' LT

177.4

2 59.8

3' LT

176.4

2 61.83' LT

176.4

2 65.3

3' LT

177.4

2 67.3

3' LT

177.4

2 68.3

3' LT

180.5

2 74.5

4' LT





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

180 180

190 190

113+50.00C=92 F=2

160 4

180 180

190 190

114+00.00C=92 F=2

170 4

180 180

190 190

114+50.00C=100 F=3

178 5

180 180

190 190

115+00.00C=75 F=1

162 4

50001-088-R59, C5011

0001-088-R59 5


2/11/2016

1:22:36 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT



William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

R201

E

X. P

VM

T.

E

X. P

VM

T.

3:12:1

180.17

001

178.8

9 50.2

8' LT

5.000%

179.2

9 42.2

7' LT

2.087% 2.574%

2:1 2:1

R/W

EXIST

40.5

3' LT

176.6

2 57.11' L

T

176.6

2 58.2

4' LT

175.6

2 60.11' L

T

175.6

2 63.6

1' L

T

176.6

2 65.6

1' L

T

176.6

2 66.6

1' L

T

179.7

4 72.8

4' LT

E

X. P

VM

T.

E

X. P

VM

T.

3:12:1

179.2

1

001

177.9

9 48.8

7' LT

5.000%

178.3

9 40.8

7' LT

2.019% 2.708%

2:1 2:1

R/W

EXIST

40.5

5' LT

175.8

2 55.4

0' LT

175.8

2 56.4

0' LT

174.8

2 58.3

9' LT

174.8

2 61.89' LT

175.8

2 63.8

9' LT

175.8

2 64.8

9' LT

179.2

5 71.74' LT

E

X. P

VM

T.

E

X. P

VM

T.

3:12:1

178.2

2

001

177.0

4 47.4

7' LT

5.000%

177.4

4 39.4

6' LT

1.976% 2.877%

2:1 2:117

5.0

2 54.5

5'L

T

R/W

EXIST

40.5

7' LT

175.0

2 53.5

5' LT

174.0

2 56.5

5' LT

174.0

2 60.0

5' LT

175.0

2 62.0

5' LT

175.0

2 63.0

5' LT

178.6

5 70.3

1' L

T

E

X. P

VM

T.

E

X. P

VM

T.

3:12:1

177.19

001

175.9

3 44.0

3' LT

5.000%

176.3

4 36.0

1' L

T

2.392% 2.725%

2:1 2:1

176.9

5 64.2

1'LT

174.2

2 57.7

4'L

T

174.2

2 50.19'L

T

R/W

72.0

8' LT

R/W

EXIST

40.5

9' LT

174.2

2 49.19' LT

173.2

2 52.19' LT

173.2

2 55.7

4' LT

174.2

2 58.7

4' LT





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

180 180

190 190

115+50.00C=65 F=1

130 2

180 180

190 190

116+00.00C=57 F=2

113 3

170 170

180 180

190 190

116+50.00C=55 F=4

104 6

170 170

180 180

190 190

117+00.00C=45 F=5

93 8

60001-088-R59, C5011

0001-088-R59 6


2/11/2016

1:22:37 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT



William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

R201

E

X. P

VM

T.

E

X. P

VM

T.

3:12:1

176.18

001

174.9

8 40.5

7' LT

5.000%

175.3

8 32.5

5' LT

2.475% 2.452%

2:1 2:1

175.7

4 60.3

9'L

T

173.2

2 54.3

5'L

T

173.2

2 46.8

5'L

T

R/W

66.0

0' LT

R/W

EXIST

40.6

1' L

T

173.2

2 45.8

5' LT

172.2

2 48.8

5' LT

172.2

2 52.3

5' LT

173.2

2 55.3

5' LT

E

X. P

VM

T.

E

X. P

VM

T.

3:12:1

175.2

2

001

174.0

9 37.11' L

T

5.000%

174.4

9 29.0

9' LT

2.534% 2.173%

2:1 2:1

174.4

1 57.6

0'L

T

172.0

2 44.3

2'L

T

R/W

65.0

0' LT

R/W

EXIST

40.6

3' LT

171.02 46.3

2' LT

171.02 49.8

2' LT

172.0

2 51.82' LT

172.0

2 52.8

2' LT

E

X. P

VM

T.

E

X. P

VM

T.

3:12:1

174.2

3

001

5.000% 1.949% 1.640%

2:1 2:1

173.3

0 55.6

2'L

T

170.8

2 49.6

6'L

T

R/W

64.0

0' LT

R/W

EXIST

40.6

5' LT

170.8

2 50.6

6' LT

169.8

2 47.6

6' LT

169.8

2 44.16' LT

170.8

2 42.16' LT

170.8

2 41.16' LT

173.3

3 33.6

1' L

T

173.7

3 25.6

1' L

T

E

X. P

VM

T.

E

X. P

VM

T.

R/W

57.0

0' LT

R/W

63.0

0' LT

R/W

EXIST

40.6

7' LT

2:12:1

172.5

7 29.6

9' LT

169.6

0 35.6

2' LT

169.6

0 36.6

2' LT

168.6

0 38.6

2' LT

168.6

0 42.12' LT

169.6

0 44.12' LT

169.6

0 45.12' LT

172.7

4 51.40' LT





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

170 170

180 180

190 190

117+50.00C=44 F=0

82 5

170 170

180 180

118+00.00C=33 F=0

71 0

170 170

180 180

118+50.00C=28 F=0

56 0

170 170

180 180

119+00.00C=21 F=0

45 0

70001-088-R59, C5011

0001-088-R59 7


2/11/2016

1:22:39 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT



William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

R201

E

X. P

VM

T.

E

X. P

VM

T.

2:1

R/W

57.0

0' LT

R/W

EXIST

40.6

9' LT

169.6

1 32.3

7' LT

168.4

0 34.4

6' LT

168.4

0 35.4

6' LT

167.4

0 37.4

6' LT

167.4

0 40.9

6' LT

168.4

0 42.9

6' LT

168.4

0 43.9

6' LT

172.2

8 51.72' LT

E

X. P

VM

T.

E

X. P

VM

T.

2:1

R/W

57.0

0' LT

R/W

EXIST

40.7

1' L

T

167.8

8 32.7

0' LT

167.19 33.6

7' LT

167.19 34.6

7' LT

166.19 36.6

7' LT

166.19 40.17' LT

167.19 42.17' LT

167.19 43.17' LT

170.4

7 49.7

3' LT

E

X. P

VM

T.

E

X. P

VM

T.

2:1

R/W

57.0

0' LT

R/W

EXIST

40.7

3' LT

166.6

9 33.6

1' L

T

165.9

9 34.5

4' LT

165.9

9 35.5

4' LT

164.9

9 37.5

4' LT

164.9

9 41.04' LT

165.9

9 44.0

3' LT

168.6

1 49.2

8' LT

E

X. P

VM

T.

E

X. P

VM

T.

2:1

R/W

57.0

0' LT

R/W

66.0

0' LT

R/W

EXIST

40.7

6' LT

165.8

4 36.5

2' LT

164.7

8 37.5

2' LT

164.7

8 38.5

2' LT

163.7

8 40.5

2' LT

163.7

8 44.0

2' LT

164.7

8 46.0

2' LT

164.7

8 47.0

2' LT

166.5

7 50.6

1' L

T





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

170 170

180 180

119+50.00C=26 F=0

44 0

170 170

180 180

120+00.00C=13 F=0

36 0

160 160

170 170

180 180

120+50.00C=0 F=0

12 0

160 160

170 170

180 180

121+00.00

80001-088-R59, C5011

0001-088-R59 8


END CONST. 0001-088-R59, C501

STA. 121+28.18

2/11/2016

1:22:41 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT



William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

R201

E

X. P

VM

T.

E

X. P

VM

T.

2:1

R/W

66.7

2' LT

R/W

EXIST

40.7

8' LT

163.8

7 43.9

8' LT

163.5

8 44.5

5' LT

163.5

8 45.5

5' LT

162.5

8 47.5

5' LT

162.5

8 51.05' LT

163.5

8 53.0

5' LT

163.5

8 54.0

5' LT

167.0

5 61.00' LT

E

X. P

VM

T.

E

X. P

VM

T.

2:1

161.37 45.9

0'L

T

R/W

67.4

4' LT

R/W

EXIST

40.8

0' LT

161.37 47.6

5' LT

162.3

7 42.15' LT

162.3

7 41.15' LT

162.3

7 49.6

5' LT

162.3

7 50.6

5' LT

165.6

6 57.2

2' LT

E

X. P

VM

T.

E

X. P

VM

T.

R/W

68.17' LTR/W

EXIST

40.8

2' LT

E

X. P

VM

T.

E

X. P

VM

T.

R/W

68.8

9' LT

R/W

EXIST

40.8

4' LT





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

00 5050 100100 150150

150 150

160 160

170 170

121+50.00

160 160

170 170

122+00.00

90001-088-R59, C5011

0001-088-R59 9


2/11/2016

1:22:42 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT



William D. Arel, P.E. (540) 899-4474

Cardno TBE 804-285-8411 4-2015

SURVEYED BY, DATE

DESIGN BY


RTE. 1

R201

E

X. P

VM

T.

E

X. P

VM

T.

R/W

69.6

1' L

T

R/W

EXIST

40.8

6' LT

E

X. P

VM

T.

E

X. P

VM

T.

R/W

70.3

3' LT

R/W

EXIST

45.16' LT





FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

STA. 1+35.64

BEG. CONN. RTE 632

00 5050 100100 150150

190 190

200 200

1+87.51

C=40 F=3

77 6

190 190

200 200

2+00.00

C=28 F=2

16 1

190 190

200 200

2+19.03

C=72 F=1

35 1

190 190

200 200

2+50.00

C=38 F=0

63 1

190 190

200 200

3+00.00

C=28 F=0

61 0

100001-088-R59 C5011

0001-088-R59 10

Station 1+87.51 To Station 3+00.00C=40 F=3

R201

RTE. 632

2/22/2016

2:02:31 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT

PROJECT MANAGER Greg Tkac 540-374-3369

F.W. Mills L.S. 11-12-2014

William D. Arel P.E. 540-899-4494

Cardno 4-2015

SURVEYED BY, DATE

DESIGN BY


E

X. P

VM

T.

E

X. P

VM

T. R/W

EXIST

184.3

2

632

RT

L

184.3

2 33.18' LT

0.000% 2.000% 184.11 10.2

7'

RT

183.4

8 18.2

6'

RT

183.7

9 14.2

7'

RT

180.3

3 27.7

0'

RT

182.6

2 34.5

5'

RT

E

X. P

VM

T.

E

X. P

VM

T.

R/W

EXIST

31.97'

RT

184.6

6

632

RT

L

184.4

9 25.7

6' LT

0.675% 2.563%

184.3

9 10.3

7'

RT

183.9

0 16.5

9'

RT

184.16 13.2

6'

RT

181.46 23.9

0'

RT

183.0

0 28.5

3'

RT

E

X. P

VM

T.

E

X. P

VM

T.

R/W

47.2

4'

RT

R/W

EXIST

31.85'

RT

185.15

632

RT

L

184.7

8 22.0

0' LT

1.704% 3.420%

3:13:1

184.7

9 10.5

2'

RT

184.5

1 14.0

3'

RT

184.6

1 11.7

2'

RT

183.18 18.0

3'

RT

184.14 20.9

2'

RT

184.3

1 27.7

6' LT

184.5

7 24.6

1' L

T

180.13 40.3

1' L

T

183.9

0 51.64' LT

E

X. P

VM

T.

E

X. P

VM

T.R/W

42.11' L

T

R/W

EXIST

31.64'

RT

185.9

7

632

RT

L

185.3

7 24.0

0' LT

185.5

3 22.0

0' LT

2.000% 4.220%

3:1182.7

0 32.0

0' LT

3:1

184.9

0 38.5

8' LT

185.3

6 12.7

8'

RT

185.5

2 10.7

8'

RT

184.0

2 16.7

8'

RT

185.2

9 20.5

8'

RT

E

X. P

VM

T.

E

X. P

VM

T.R/W

42.5

7' LT

R/W

EXIST

31.30'

RT

187.2

8

632

RT

L

186.6

8 24.0

0' LT

186.8

4 22.0

0' LT

2.000% 4.170%

3:1

184.0

1 32.0

0' LT

3:1

186.0

7 38.18' LT

186.5

9 16.6

4'

RT

186.3

1 20.0

6'

RT

8.0%

8.0%

8.0%

8.0%

8.0%

8.0%

8.0%

FR

ED

ERIC

KS

BU

RG

DIS

TRIC

T

DE

SIG

N

UNIT

STA. 4+67.64

END CONN. RTE 632

00 5050 100100 150150

190 190

200 200

3+50.00

C=28 F=0

52 0

190 190

200 200

4+00.00

C=24 F=0

48 0

190 190

200 200

4+50.00

C=24 F=0

44 0

190 1905+00.00

110001-088-R59 C5011

0001-088-R59 11


C=0 F=0

08

RTE. 632

R201

2/22/2016

2:03:16 PM

CROSS SECTIONS

VA.

REVISEDSTATE

STATE


PROJECT SHEET NO.

SCALE 1 IN. = 10 FT

PROJECT MANAGER DESIGN FEATURES RELATING TO CONSTRUCTION




Greg Tkac 540-374-3369

F.W. Mills L.S. 11-12-2014

William D. Arel P.E. 540-899-4494

Cardno 4-2015

SURVEYED BY, DATE

DESIGN BY


E

X. P

VM

T.

E

X. P

VM

T.R/W

42.7

2' LT

R/W

EXIST

30.9

6'

RT

188.3

4

632

RT

L

187.7

4 24.0

0' LT

8.000%

187.9

0 22.0

0' LT

2.000%

3:1185.0

7 32.0

0' LT

3:1

187.12 38.15' LT

187.6

9 19.3

3'

RT

E

X. P

VM

T.

E

X. P

VM

T.R/W

37.9

9' LT

R/W

EXIST

30.6

3'

RT

189.6

2

632

RT

L

189.10 20.0

2' LT

8.000%

189.2

6 18.0

2' LT

2.000%

3:1

186.4

3 28.0

2' LT

3:1

188.3

5 33.7

7' LT

188.8

5 18.9

2'

RT

E

X. P

VM

T.

E

X. P

VM

T.R/W

33.2

7' LT

191.07

632

RT

L

190.6

7 13.9

0' LT

8.000%

190.8

3 11.9

0' LT

2.000%

3:1

188.0

1 21.90' LT

3:1

190.3

2 28.8

4' LT

E

X. P

VM

T.

189.7

0 41.86'

RT

E

X. P

VM

T.

E

X. P

VM

T.

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