Wooden Sign 2. 5’ Conc. C&G LDale Blvd. Profile Lindendale/Quate Profile 2 4A 4B NOTES: 1 Full Depth Vertical Sawcut M-501 0784-076-050, RW-201 Denotes Surface Pavement 2’ Conc

0

SCALE

25’ 50’

M

a

t

c

h

L

i

n

e

S

t

a

.

1

0

4

+

0

0

.

0

0

S

e

e

S

h

e

e

t

4

0784-076-050

3

3

WAYNE E. LIGHTFOOT, (703) 259-3223

E. JOHN PATAKY, L. S, (703) 259-2355

ROBERT G. REED P. E. (703) 352-7188

PARSONS TRANSPORTATION GROUP, INC. (703) 934-2300

E&SC Legend

Dale Blvd. Profile

2

3A

REFERENCES

( PROFILES, DETAIL & DRAINAGE

DESCRIPTION SHEETS, ETC. )

VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE

ROUTE PROJECTSHEET NO.

Tu

esd

ay

, M

ar

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

R:\VD

Levels

PROJECT MANAGER

SURVEYED BY

DESIGN SUPERVISED BY

DESIGNED BY

PROJECT SHEET NO.

DESIGN FEATURES RELATING TO CONSTRUCTION

OR TO REGULATION AND CONTROL OF TRAFFIC

MAY BE SUBJECT TO CHANGE AS DEEMED

NECESSARY BY THE DEPARTMENT

VDOT (Division) or Co. Name

(Location), Virginia

(TECHNICAL DISCIPLINE)




THESE PLANS ARE UNFINISHED

AND UNAPPROVED AND ARE NOT

TO BE USED FOR ANY TYPE

OF CONSTRUCTION OR THE

ACQUISITION OF RIGHT OF WAY.

P.F.I./P. H. PLANS

784

Denotes Construction Limits in Cuts

Denotes Construction Limits in Fills

C

F

Denotes Demolition of Pavement

Denotes Planing and Resurfacing of Pavement

Denotes Full Depth Pavement

"Note: Dot-dot-dashed lines denote temporary easements."

Or "Note: Dot-dashed lines denote permanent easements."

Or "Note: Dot-dashed lines denote utility easements."

LEGENDNOTES:

Full Depth Vertical Sawcut10784-076-050, PE-101

RW-201, M-501

2. 5’ Conc. C&G 2. 5’ Conc. C&G

2. 5’ Conc. C&G2. 5’ Conc. C&GConc. Sidewalk

Conc. Sidewalk

Conc. Sidewalk

In P

l. 12" C

onc. P

ipe

To

p =

3

15

.0

5’

I

n

P

l

.

S

S

M

H

4’ Chain

Lin

k Fence

6’ Wooden Fence

W

o

o

d

e

n

S

i

g

n

Wooden S

ign

Met

al S

ign

IP

Woods

Woods

2. 5’ Conc. C&GI

n

v

.

O

u

t

=

3

0

0

.

9

3

’

I

n

v

.

=

3

1

2

.

0

1

’

Inv. In =

310.72’ (12")

I

n

v

.

I

n

=

3

0

7

.

2

9

’

(

2

4

"

)

Grass Median

Metal S

ig

n

Grass Median

Asphalt Parking Lot

117.3’ In P

l. 24" C

onc. P

ipe

Conc. Sidewalk

Conc. SidewalkDale Blvd. - Rte. 784

Dale Blvd. - Rte. 784

2. 5’ Conc. C&G

Asphalt Ent.

(

N

6

5

%

%

d

1

2

’

2

7

"

E

2

5

.

2

0

’

)

(N 88%%d 05’ 52" E 61.34’ )

(S 8

8%

%d 0

5’

52"

W 24.23’ )

(

N

1

%

%

d

5

4

’

0

8

"

W

(S 8

8%

%d 0

5’

52"

W 40.4

4’ )

(

N

1

%

%

d

5

4

’

0

8

"

W

1

2

3

.

2

3

’

)

(N 88%%d 05’ 52" E 73.65’ ) (N 88%%d 05’ 52" E 92.14’ )

(N 3

%%

d 0

7’

49"

E 124.6

9’ )

(N 1

6%

%d 2

8’

53"

E 143.5

1’

)

(N 88%%d 05’ 52" E

(N 2

9%

%d 4

9’ 08"

E

PL

PLPL

PL

PL

(S 88%%d 05’ 52" W 292.52’ )

(N 74%%d 37’ 25" W 173.31’ )

(N 3

6%

%d 4

0’ 3

3" W

298.7

1’ ) Existing RWPL

PL

Ex. 20’ Storm Drainage Reservation Easement

(Per DB 1819 PG 1337)

Ex. 10’ Utility Esmt. (Per DB 1010 PG 269)

Ex. 20’ Storm Sewer Easement

(Per DB 1922 PG 908)

Ex. 10’ Utility Esmt. (Per DB 1010 PG 269)

Existing RW

Existing RW

N01^59’42"W

N

0

1

^

5

9

’

4

2

"

W

N

6

5

^

0

6

’

5

3

"

E

PL

8

5

.

4

9

’

)

N03^02’1

5"E

N16^23’1

9"E

Wheel C

hair R

am

p

+15.3

777.8

0’

(Asphalt)

(Asphalt)

(L = 46.93’)

(R = 54.00’)

(L = 21.73’)

(R = 25.00’)

(L = 22.30’)(R = 254.00’) (L = 59.18’)(R = 254.00’)

(L = 59.18’)

(R = 254.00’)

(L = 59.18’)

(R =

254.00’)

SS

100+

00.0

0

S 82^ 50’ 34" E

100

101

102

103

M

e

t

a

l

S

i

g

n

(

M

e

d

i

a

n

)

T

o

p

=

3

1

7

.

9

0

’

I

n

P

l

.

C

o

n

c

.

D

I

I

n

P

l

.

C

o

n

c

.

D

I

I

n

P

l

.

2

4

"

C

o

n

c

.

P

i

p

e

T

o

p

=

3

1

7

.

9

5

’

I

n

P

l

.

S

S

M

H

I

n

v

.

O

u

t

=

3

1

0

.

5

1

’

I

n

v

.

I

n

=

3

0

9

.

7

5

’

I

n

v

.

O

u

t

=

3

0

9

.

6

2

’

4

8

.

6

’

I

n

P

l

.

2

4

"

C

o

n

c

.

P

i

p

e

49

.5

’ In

P

l. 2

4" C

on

c. P

ip

e

In

P

l. M

etal G

rate (M

ed

ian

)

M

e

t

a

l

S

i

g

n

W

h

e

e

l

C

h

a

i

r

R

a

m

p

I

n

P

l

.

C

o

n

c

.

D

I

T

o

p

=

3

1

8

.

4

6

’

In P

l. S

SM

H

To

p =

3

00

.3

3’

I

n

P

l

.

S

S

M

H

In

v. In

=

3

08

.2

6’

I

n

v

.

O

u

t

=

3

0

8

.

1

8

’

I

n

v

.

I

n

=

2

9

5

.

1

5

’

21.4’ In P

l. 24" C

onc. P

ipe

Metal S

ign (M

edian)

+03.90

I

n

P

l

.

C

o

n

c

.

D

I

I

n

P

l

.

C

o

n

c

.

D

I

Top =

300.35’

I

n

P

l

.

S

S

M

H

Top =

298.87’

I

n

P

l

.

S

S

M

H

Top =

301.12’

I

n

P

l

.

S

S

M

H

Metal S

ig

n

M

e

t

a

l

S

i

g

n

I

n

v

.

O

u

t

=

2

9

5

.

9

1

’

I

n

v

.

O

u

t

=

2

9

5

.

9

7

’

I

n

v

.

I

n

=

2

9

3

.

8

1

’

(

1

5

"

f

r

o

m

W

e

s

t

)

I

n

v

.

I

n

=

2

9

3

.

8

8

’

(

1

5

"

f

r

o

m

N

o

r

t

h

)

43.5’ In P

l. 15" C

onc. P

ipe

16,3’ In P

l. 15" C

onc. P

ipe

Inv. O

ut =

293.70’

6

3

.

9

’

I

n

P

l

.

1

5

"

C

o

n

c

.

P

i

p

e

Meta

l S

ign

M

e

t

a

l

S

i

g

n

(

M

e

d

i

a

n

)

HE

NR

Y L

JR

& D

EE

NA

CL

AR

K

DB

2363 P

G1849

0.2

264 A

C.

Tax# 8

092-85-4513

KH

AW

JA

R

&

S

OF

IA

F

AK

HR

Y S

UR

V.

Inst. #

2

00

10

92

50

09

92

04

0

.

2

1

4

5

A

C

.

T

a

x

#

8

0

9

2

-

8

5

-

3

2

1

5

MASSIE WASHINGTON Inst. # 200601240012535

0.1932 AC.

Tax# 8092-85-3815

KE

NN

ET

H S

PA

RK

S

DB

2584 P

G1559

0.2

947 A

C.

Tax# 8

092-8

5-5

211

PRINCE WILLIAM COUNTY BOARD OF

SUPERVISORSDB1776 PG104

Tax# 8092-85-3649

3.5006 AC.

P

O

T

1

0

0

+

0

0

.

0

0

10

0

10

1

102

1

0

3

104

N 88%%d 02’ 32" ELDale Blvd. WB Rte. 784

Dale Blvd. EB Rte. 784

1

0

4

Exist. R/W

Exist. R/W

Prop. EB Dale Blvd. Constr. B

14

’

Begin Project No. 0784-076-050, PE-101, RW-201, M-501EB Dale Blvd. Const. B STA 101+48.00L St’d MS-2 Req’d. St’d MS-1A Req’d.1

3

’

14

’1

2’

Varies

1

7

.

3

3

’

t

o

1

7

.

5

0

’

12

’1

3’

12

’

1

1

1

Taper Rate 8:1

235’215’15" Pipe3-1

Ex.3-2Ex.3-4

Ex.3-315" Pipe3-1

Ex.3-2Ex.3-4

Ex.3-3

0

SCALE

25’ 50’

M

a

t

c

h

L

i

n

e

S

t

a

.

1

0

4

+

0

0

.

0

0

S

e

e

S

h

e

e

t

3

Matc

h L

ine S

ta. 1

53+

00.0

0 S

ee S

heet 5

0784-076-050

4

4

Match Line Sta. 15+00.00 See Sheet 4C


E. JOHN PATAKY, L. S, (703) 259-2355

ROBERT G. REED P. E. (703) 352-7188


REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


Tu

esd

ay

, M

ar

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

R:\VD

Levels

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.
















P.F.I./P. H. PLANS

784



C

F







LEGEND

E&SC Legend

Dale Blvd. Profile

Lindendale/Quate Profile

2

4A

4B

NOTES:

Full Depth Vertical Sawcut1M-501

0784-076-050, RW-201

Denotes Surface Pavement

2’

Conc. C

&G

2’ Conc. C&G

2

’

C

o

n

c

.

C

&

G

2. 5’ Conc. C&G 2

.

5

’

C

o

n

c

.

C

&

G

Gravel Shoulder

Conc. Sidewalk

Conc. Sidewalk

Conc. S

idew

alk

Conc. Sidewalk Conc.

Sid

ew

alk

Asphalt Trail

Top =

289.1

7’

In P

l. C

onc. D

I

In P

l. C

onc. D

I

In P

l. C

onc.

D

I

In P

l. C

onc. D

I

In P

l. M

eta

l G

rate

In P

l. M

eta

l G

rate

Top =

288.0

4’

In P

l. SSM

HTop =

288.5

7’

In P

l. SSM

H

Top =

282.9

0’

In P

l. S

SM

H

3’ Chain Link Fence

3’ Chain Link Fence

Metal Guardrail

Meta

l Sig

n

IP

24’

Oak

24’

Oak

3"

Plu

m

40’’

Oak

Woods

Woods

Inv. O

ut = 2

79.7

5’

Inv. In =

281.5

1’

Inv. O

ut = 2

82.3

9’

Inv. I

n =

282.7

8’

Inv. O

ut = 2

83.3

5’

Inv. I

n =

283.4

7’

Inv. O

ut = 2

83.6

7’

Inv. I

n 2

83.7

8’

In P

l. C

onc. D

I

Inv. O

ut

= 2

73.8

7’

60.9

’ In

Pl.

15" C

onc. P

ipe

Top =

281.8

4’

Wooden R

eta

inin

g W

all

2. 5’

Conc. C

&G

Metal Guardrail

2. 5’ Conc. C&G

Inv. =

256.3

5’

Grass Median

2’ Conc. C

&G

Shru

bs

Conc. S

idew

alk



Grass Median



Quate

Ln

2. 5’ Conc. C&G

Asphalt Ent.

7.3

’ In

Pl. 15"

Conc. P

ipe

63.8

’ In

Pl. 15"

Conc. P

ipe

Tre

e C

luste

r

Woods

In P

l. SSM

H

Top =

288.7

5’

Top =

289.9

3’

In P

l. SSM

H38.3

’ In

Pl. 15" C

onc. P

ipe

Inv. O

ut = 2

84.7

1’

15" P

ine

Inv. I

n =

256.8

9’

Inv. O

ut

= 2

56.7

9’

115.1

’ In

Pl.

84" C

M P

ipe

57.8

’ In

Pl. 15" C

onc. P

ipe

(N 3

1%

%d 2

4’

22"

W 251.2

9’

)

(N 4

%%

d 3

1’

02" W

81.1

2’ )

PL

(N 88%%d 05’ 52" E 107.92’ )

(S 4

3%%

d 10

’ 45"

W 1

39.7

4’ )

(N 2

9%

%d 4

9’ 08"

E 189.5

3’ )

PL

PL

(S

1%

%d 54’ 08" E

2

5

4

.

8

1

’

)

Existing RW (N 88%%d 05’ 52" E 144.50’ )

Exis

ting R

W

Existing RW

PL

PL

P L

P L

(S 4

%%

d 2

0’

32" E

81.1

2’ )

(S 57%%

d 58’ 38" W 123.27’ )

(N 34%%

d 30’ 35" W

(S 3

1%

%d 3

0’

45"

E 63.9

1’

)

PL

PL

P L

PL

Exis

ting R

W

Existing RW

(

N

1

%

%

d

5

4

’

0

8

"

W

2

2

9

.

6

4

’

)

Ex

istin

g R

W

Existing RW

Ex. Sight Distance Easement

(Per DB 1777 PG 1114)

Ex. 20’ S

torm Sewer E

asement

(Per D

B 1976 PG 357)

Ex. S

anit

ary

Sew

er

Esm

t.

(P

er D

B 6

69 P

G 2

71)

Ex.

45’ Sto

rm S

ewer E

asem

ent

(P

er D

B 1

976 PG

357)

Ex. 2

5’

Sto

rm S

ew

er

Easem

ent

(P

er D

B 1

777 P

G 1

114)

(

S

1

%

%

d

5

4

’

0

8

"

E

2

2

9

.

8

2

’

)

(S 88%%d 05’ 52" W 175.00’ )

E

x

.

2

0

’

S

t

o

r

m

S

e

w

e

r

E

a

s

e

m

e

n

t

(Per D

B 1777

PG 111

4)

V. D

. O

. T

. T

raff

ic S

ignalization E

ase

ment

(Per D

B 1

777 P

G 1

114)

Ex. 20’ Storm Sewer Easement (Per DB 1922 PG 908)Ex. 5’ Utility Reservation (Per DB 1922 PG 908)

Ex. Storm Sewer Easement

(Per DB 669 PG 277)

N29^41’5

2"E

189.3

2’

S43^0

5’1

1"W

139.3

7’

(L =

39.2

7’)

(R =

25.0

0’)

N57^56’24"E

S04^22’46"E

N

0

1

^

3

9

’

0

6

"

W

2

5

5

.

3

0

’

PL

Wheel C

hair

Ram

p(L

= 3

9.5

4’)

(R =

25.0

0’)

(R = 3,030.00’)

(L = 342.23’)

E-0

1

E-0

1

E-0

2

(R = 3,170.00’)

(L = 101.58’)

(L =

40.6

2’)

(R =

25.0

0’)

(R

= 3

78.0

0’)

(L =

88.3

4’)

(R =

378.0

0’)

(L =

76.0

7’)

(L =

26.3

4’)

(R =

25.0

0’)

(L =

37.6

0’)

(R

=442.0

0’)

(L=

9.2

6’)

(R=

442.0

0’)

(L=

53.5

7’)

(R

= 4

42.0

0’)

(L =

69.4

9’)

(L =

60.8

7’)

(R =

442.0

0’)

+33.6

8

102.1

7’

(Asphalt)

(Asphalt)

(Asphalt)

(Asphalt)

(L = 59.18’)

(R =

254.00’)

E-0

3

E-0

3

Variable

Wid

th S

ight D

ista

nce E

ase

ment

(Per D

B 1

922 P

G 9

08)

In P

l. C

onc. D

I (M

edia

n)

In P

l. C

onc. D

I (M

edia

n)

Meta

l S

ign (

Media

n)

I

n

P

l

.

C

o

n

c

.

D

I

T

o

p

=

2

8

8

.

6

8

’

I

n

P

l

.

S

S

M

H

To

p =

2

85

.4

8’

I

n

P

l

.

S

S

M

H

Meta

l S

ign

W

o

o

d

e

n

S

i

g

n

I

n

v

.

I

n

=

2

7

9

.

2

4

’

I

n

v

.

O

u

t

=

2

7

9

.

1

9

’

I

n

v

.

I

n

=

2

7

8

.

1

4

’

I

n

v

.

O

u

t

=

2

7

8

.

1

0

’

65

.1

’ In

P

l. 3

0" C

on

c. P

ip

e

4

1

.

3

’

I

n

P

l

.

3

0

"

C

o

n

c

.

P

i

p

e

In

v. =

2

76

.3

3’

Co

nc. P

ad

C

o

n

c

.

P

a

d

V

.

D

.

O

.

T

.

T

r

a

f

f

i

c

S

i

g

n

a

l

i

z

a

t

i

o

n

E

a

s

e

m

e

n

t

(

P

e

r

D

B

1

7

7

7

P

G

1

1

1

4

)

Wh

eel

Ch

air

Ram

p

E

-

0

2

I

n

v

.

=

2

6

3

.

0

0

’

I

n

v

.

=

2

5

8

.

1

0

’

115.2’ In P

l. 84" C

M P

ipe

Metal S

ig

n

15

’ P

ear

C

o

n

c

.

P

a

d

C

o

n

c

.

P

a

d

Conc. P

ad

15

’ P

ear

W

h

e

e

l

C

h

a

i

r

R

a

m

p

M

e

t

a

l

S

i

g

n

(

M

e

d

i

a

n

)

W

h

e

e

l

C

h

a

i

r

R

a

m

p

Top = 290.33’

Inv. Out = 286.12’Inv. In = 286.14’

Hedgerow

Metal Sign

Top =

295.83’

In P

l. S

SM

H

Top =

295.3

9’

In P

l. S

SM

H

Fla

g P

ole

Inv. O

ut =

290.15’

Inv. I

n =

291.2

6’

161.4’ In P

l. 18" C

onc. P

ipe

Wheel

Chair

Ram

p

160.9’ In P

l. 36" C

onc. P

ipe

Meta

l S

ign

Shrubs

In P

l. C

onc.

D

I

Top =

289.2

9’

I

n

P

l

.

S

S

M

H

Top =

289.1

3’

I

n

P

l

.

S

S

M

H

Inv. O

ut

= 2

81.8

5’

Inv. I

n = 28

2.26’

(15")

I

n

v

.

I

n

=

2

8

2

.

0

0

’

(

1

8

"

)

34.7’

In Pl

. 15"

Con

c. Pi

pe

IP

Dist.

+03.9

0125.8

9’

Asphalt Ent.

Conc. Ent.

+11.4734.92’

IPF

Asphalt E

nt.

Conc. S

idew

alk

2’ C

onc. C

&G

2. 5

’ Conc. C

&G Conc.

Ent.

Conc.

Ent.

Conc. S

idew

alk

Conc.

Ent.

Conc. Ent.

Conc.

Ent.

Lin

dendale

Rd -

Rte

. 2053

+92.3

0

45.85’

IPF

M

e

t

a

l

S

i

g

n

(

M

e

d

i

a

n

)

(N 2

6%

%d 3

3’ 5

9" W

89.6

1’ )

128.64’)

(N77%%d 04’ 29"E S77^02’15"W

109.1

6’)

122.5

0’)

(N26%

%d 3

3’ 5

9"W

(S26%

%d 3

3’ 5

9"E

N26^36’0

6"W

109.2

8’

121.8

1’

N26^36’0

6"W

(S 68%%d 04’ 00" W 114.17’ )

S68^01’46"W 114.29’

Wheel Chair Ramp

15" Pear

Brick Sign

6" Conc. Wall

(S 71%%d 00’ 47" W 118.98’ )N70^58’33"E

N59^26’44"E

(S59%%d 28’ 58"W

)

( 125.11’ )

(S31%

%d 3

0’ 4

5"E

5

1.7

8’)

(N 3

3%

%d 3

9’ 3

7" W

Conc. Sidewalk

2. 5’ Conc. C&G

CECIL D HYLTON ESTATEDB1777 PG1114

4.669 AC.

Tax# 8092-95-0166

VIRGILIO & ISABEL PUZA Inst. # 200901220005523

0.2757 AC.Tax# 8092-85-9317

CL

AR

EN

CE

JR

& C

LA

UD

ET

TE

TIN

KE

R

DB

1930 P

G0539

0.2

903 A

C.

Tax# 8

092-8

5-5

808

LORETTA BOWMANDB2477 PG02410.3374 AC.

Tax# 8092-85-7318

EDWARD B & MARY E SWIFT SURV.

DB1422 PG0340

0.2176 AC.

Tax# 8092-85-7609

MA

RIA Q

UIR

OZ D

E PEN

A

Inst

. # 2

00503250047055

0.1869 A

C.

Tax# 8092-8

5-9703

LILLIA

N EVANS

Inst.

# 2

00907060065861

0.1798 A

C.

Tax# 8092-8

5-9510

MARIA E V

ELASQUEZ

Inst. #

200303240053652

0.1778 AC.

Tax# 8092-85-7801

PRINCE WILLIAM COUNTY SCHOOL BOARD

Tax# 8192-04-1881

DB1160 PG1572

42.1291 AC.

N 88%%d 02’ 32" E1

0

4

105

1

0

6

N 1

%%

d 5

6’ 4

7" W

11

12

PT 12+33.28

13

14

15

Curve LINQUATE-1PI = 11+19.89

DELTA = 32%%d 36’ 01.56" (RT)D = 13%%d 58’ 28"T = 119.89’

L = 233.28’

R = 410.00’

10+00.00PC =

PT = 12+33.28

L

L

L

L

Dale Blvd. WB Rte. 784




104

P

C

1

5

0

+

2

1

.

4

0

152

150

153

153

Curve WBDALE-1PI = 152+96.15

DELTA = 10%%d 11’ 55.99" (LT)D = 1%%d 51’ 39"

T = 274.75’

L = 548.05’

R = 3,078.85’

150+21.40PC =

PT = 155+69.44

L

LProp. EB Dale Blvd. Constr. B Prop. WB Dale Blvd. Constr. B

151

12

’

1

2

’

13

’12.2

’

12’

12’

16.33’

13’

12’

L

30.3

2’

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W

C

G

-

7

C

G

-

6

V

D

O

T

S

t

’

d

.

C

G

-

6

Quate L

ane

Exis

t. R/W

N 88%%d 02’ 32" E

V

a

r

i

e

s

1

7

.

3

3

’

t

o

17.50’

Pro

p. L

indendale

Rd. C

onstr. B

P

r

o

p

.

L

i

n

d

e

n

d

a

l

e

R

d

.

C

o

n

s

t

r

.

B

15’

12

’1

3’

14

’

E

x

i

s

t

.

R

/

W

Ex

ist. R

/W

WB Dale Blvd. Constr. B

STA 150+00.00=

Lindendale Rd. Constr. B

STA 13+27.66

EB Dale Blvd. Constr. B

STA 106+70.69=

Lindendale Rd. Constr. B

STA 12+82.40

L

13’

12’

St’d. CG-12C Req’d.

St’d MS-2 Req’d.

St’d. CG-12C Req’d.St’d MS-2 Req’d.St’d MS-1A Req’d.

St’d. CG-12C Req’d.

St’d. CG-7 Req’d.St’d. CG-7 Req’d. St’d. CG-7

Req’d.

1

1

1

1

11Reconstruct

Existing Pavement

Place Tack Coat andSurface Course to MatchEdge of Gutter Elev.

Curve WBDALE-1

Curv

e L

INQ

UA

TE

-1

R = 30’

R = 30’

R = 25’15N

1

%

%

d

5

6

’

4

7

"

W

13’

12’

1

24’ 23.5’

2

0

’

Exis

t. R

/W

R = 47’

St’d. CG-7

Req’d.

St’d. CG-12C

Req’d.235’235’

389’

15" Pipe

4-6

15" Pipe

4-18

4-4

Ex.4-7

Ex.4-1

Ex.4-2

Ex.4-3

Ex.4-8

Ex.4-9

Ex.4-11

Ex.4-12

Ex.4-15

Ex.4-16

Ex.4-13

Ex.4-14

Ex.4-22

Ex.4-24

4-5

4-21

Ex.4-17

Ex.4-23

15" Pipe15" Pipe4-19

15" Pipe

4-20

4-10

Proposed R/W

Proposed R/W

Prop. Temporary Const. Easement

Proposed R/W

C

45’ ARM

75’ A

RM

75’ A

RM

50’ ARM

0

SCALE

25’ 50’

M

a

t

c

h

L

i

n

e

S

t

a

.

1

5

+

0

0

.

0

0

S

e

e

S

h

e

e

t

4

0784-076-050

4C

4C


E. JOHN PATAKY, L. S, (703) 259-2355


ROBERT G. REED P. E. (703) 352-7188


E. JOHN PATAKY, L. S, (703) 259-2355

ROBERT G. REED P. E. (703) 352-7188


REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


Tu

esd

ay

, M

ar

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

R:\VD

Levels

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.
















P.F.I./P. H. PLANS



C

F







LEGEND

784

LEGEND

Full Depth Vertical Sawcut1

M-501

0784-076-050, RW-201

E&SC Legend 2

Denotes Surface Pavement

2’ Conc. C&G

2. 5’ Conc. C&G

Conc. Sidewalk

In P

l. C

onc. D

I

In P

l. C

onc. D

I

In P

l. M

eta

l G

rate

In P

l. C

onc. D

I

In P

l. C

onc. D

I

In P

l. C

onc. D

I

In P

l. 15" C

onc. P

ipe

Top =

291.1

7’

In P

l. S

SM

H

Top =

288.5

7’

In P

l. S

SM

H

Top =

292.4

7’

In P

l. S

SM

H

Top =

294.0

7’

In P

l. S

SM

H

6" C

herr

y

Woods

Inv. O

ut

= 2

87.5

0’

Inv. I

n =

287.5

2’

Top =

290.7

5’

Inv. O

ut

= 2

85.9

5’

Inv. O

ut

= 2

72.5

7’

Inv.

In =

282.3

4’ (1

5" fr

om N

orth)

Inv.

Out =

279.7

5’

Inv.

Out =

282.4

0’

Inv.

In =

282.8

7’ (1

5" fr

om S

outh)

Inv.

In =

282.4

5’ (3

6" fr

om W

est)

Inv.

In =

281.5

1’

In P

l. 15" C

onc. P

ipe

53.1

’ In

Pl.

15" C

onc. P

ipe

18.4’ In

Pl.

30"

Conc.

Pip

e

53.5’ In

Pl.

30"

Conc.

Pip

e

2

’

C

o

n

c

.

C

&

G

2. 5’ Conc. C&G

2. 5

’ Conc. C

&G

112.8

’ In

Pl.

15" C

onc. P

ipe

2. 5’ Conc. C

&G

2. 5’ Conc. C

&G

6" C

herr

y

6" C

herr

y

Asphalt E

nt.

Inv. I

n =

284.7

7’

(S 1%%d 54’ 08" E 254.81’ )

PL

(S 3

9%%

d 33’ 1

1" E 3

22.19’

)

229.64’ )

(N 3

6%%

d 06’ 5

0" W 1

41.89’ )

(N 3

9%%

d 32’ 1

5" W

100.1

8’ )

(

N

8

8

%

%

d

0

5

’

5

2

"

E

266.42’ )

PL

PL

Exis

ting R

W

Existing RW


(Per DB 1976 PG 357)

Ex. 2

0’

Sanit

ary

Sew

er

Easem

ent

(

Per D

B 1

976 P

G 3

57)

Ex. 2

0’ Sto

rm S

ewer

Eas

emen

t

(Per D

B 1

976 P

G 3

57)

(S 3

2%%

d 40’ 4

9" E 7

6.01’ )

(S 3

6%%

d 06’ 5

0" E 1

41.89’ )

(

S

8

8

%

%

d

0

5

’

5

2

"

W

2

0

0

.

7

4

’

)

Exis

ting R

W

PL

Ex. 15’ S

torm

S

ew

er E

asem

ent

(

Per

DB

1777 P

G 1

114)

E

x

.

1

5

’

S

a

n

i

t

a

r

y

S

e

w

e

r

E

a

s

e

m

e

n

t

(

P

e

r

D

B

1

8

4

5

P

G

1

7

2

5

)

E

x

.

1

5

’

W

a

t

e

r

l

i

n

e

E

a

s

e

m

e

n

t

(

P

e

r

D

B

1

8

4

5

P

G

1

7

2

5

)

(N 1%%d 54’ 08" W 254.82’ )Ex. 20’ Storm Sewer Easement (Per DB 1777 PG 1114)

V.

D.

O.

T.

Tra

ffic

Sig

naliz

atio

n Eas

emen

t

(Per

DB

1777 P

G 1

114)

Ex. 1

5’

Sto

rm S

ew

er

Easem

ent

(P

er D

B 1

922 P

G 9

08)

Ex. Sight Distance Esmt.

(Per DB 1922 PG 908)

N

8

7

^

5

7

’

2

4

"

E

N88^03’13"E

N88^03’13"E

N01^39’06"W 255.30’

Ex. 5’ Utility Reservation

(Per DB 1922 PG 908)

Existing RW

(

R

=

3

7

8

.

0

0

’

)

(

L

=

2

2

.

1

9

’

)

(

R

=

1

7

8

.

0

0

’

)

(

L

=

2

2

.

2

4

’

)

(L = 84.05’)(R

= 178.00’)

(L = 42.43’)(R = 178.00’)

(L = 203.52’)

(R = 378.00’)

(L = 263.92’)

(R = 442.00’)

E-0

1

+65.10376.47’

+59.81397.61’

+06.0

2

57.9

7’

IPF

Var

iable

Wid

th S

ight D

ista

nce

Eas

emen

t

(Per

DB

1922 P

G 9

08)

PI

23+

14.5

2

N 19^ 49’ 31" W

20

21

22

23

IPFIPFIn Pl. Conc. DI

Top = 288.68’In Pl. SSMH

Inv. In = 279.24’Inv. Out = 279.19’65.1’ In Pl. 30" Conc. Pipe41.3’ In Pl. 30" Conc. Pipe

V. D. O. T. Traffic Signalization Easement

(Per DB 1777 PG 1114)

E-02

19

Inv. = 263.00’115.2’ In Pl. 84" CM Pipe

PI 1

9+

38.4

4

Wheel C

hair R

am

p

Meta

l Sig

n

W

h

e

e

l

C

h

a

i

r

R

a

m

p

1

0

9

.

1

’

I

n

P

l

.

1

5

"

C

o

n

c

.

P

i

p

e

I

n

P

l

.

C

o

n

c

.

D

I

T

o

p

=

2

9

0

.

3

3

’

In Pl. SSMH

Inv. Out = 286.12’

I

n

v

.

I

n

=

2

8

6

.

1

4

’

H

e

d

g

e

r

o

w

161.4’ In Pl. 18" Conc. Pipe

160.9’ In Pl. 36" Conc. Pipe34.7’ In Pl. 15" Conc. Pipe Ex. 50’ Temp. Slope and

Grading Easement

(Per DB 1165 PG 654)

SO

UT

HS

IDE

OIL

LL

CInst. #

201008260073873

1.2

688 A

C.

Tax# 8

092-8

5-7

047

CECIL & IRENE HYLTON FOUNDATION

Inst. # 200401060001017

1.9905 AC.

Tax# 8092-85-5981

CECIL D HYLTON ESTATE

DB1777 PG1114

4.669 AC.

Tax# 8092-95-0166

15 16

P

O

T

1

6

+

3

1

.

5

4

Quate LaneLProp. Lindendale Rd. Const. B

Exist. R/W

Exist. R/W

1

5

N 1%%d 56’ 47" WPlace Tack Coat and

Surface Course to Match

Edge of Gutter Elev.

2

4

’

0

SCALE

25’ 50’

Matc

h L

ine S

ta. 1

53+

00.0

0 S

ee S

heet

5

0784-076-050

5

5


E. JOHN PATAKY, L. S, (703) 259-2355

ROBERT G. REED P. E. (703) 352-7188


REFERENCES



VA.

STATE

ROUTE PROJECT

VA.

REVISEDSTATE

STATE


Tu

esd

ay

, M

ar

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

Ref. Fi

Levels

R:\VD

Levels

PROJECT MANAGER

SURVEYED BY


DESIGNED BY

PROJECT SHEET NO.











2

5A

E&SC Legend

Dale Blvd. Profile






P.F.I./P. H. PLANS



C

F







LEGEND

784

NOTES:

Full Depth Vertical Sawcut10784-076-050, PE-101

RW-201, M-501

2. 5’ Conc. C&G

2. 5’ Conc. C&G

Conc. Ent.

Asphalt Ent.

Gravel Shoulder

Conc. Sidewalk

Asphalt Trail

Conc. Sidewalk

Asphalt PathConc. Sidewalk Asphalt Path

In P

l. C

onc. D

I

In P

l. C

onc. D

I

In P

l. M

eta

l G

rate

In P

l. C

onc. D

I

Conc. DitchConc. DitchIn Pl. 27" Conc. Pipe

Top =

282.90’

In P

l. S

SM

H

Top =

294.8

6’

In P

l. S

SM

H

Top =

292.8

8’

In P

l. S

SM

H

Top =

294.2

2’

In P

l. S

SM

H

Top =

295.5

9’

In P

l. S

SM

H

6’ Wooden Fence 4’ Chain Link Fence 4’ Chain Link Fence

Metal Guardrail

IP IP

20" M

aple

WoodsWoods

In P

l. C

onc. D

I

Inv. O

ut

= 2

73.8

7’

60.9

’ In

Pl.

15" C

onc. P

ipe

Top =

281.8

4’

Metal Guardrail

Inv. I

n =

291.4

4’ (

15" f

rom

SE

)

Inv.

Out

= 2

91.6

3’13.4

’ I

n P

l. 15" C

onc. P

ipe

Inv. I

n =

288.5

7’ (

15" f

rom

NW

)In

v. I

n =

287

.31’

(27

")Inv. O

ut

= 2

86.9

4’

Inv. O

ut

= 2

88.6

5’

37.2

’ I

n P

l. 15" C

onc. P

ipe

72.0

’ I

n P

l. 30" C

onc. P

ipe

Conc. Sidewalk

Inv. =

256.3

5’



Asphalt E

nt.

2. 5’ Conc. C&G

Shru

b

Shrub

Inv. I

n =

286.4

3’

Inv. O

ut

= 2

86.2

8’

160.

1’ I

n P

l. 3

0" C

onc.

Pip

e

Woods

Inv. I

n =

256.8

9’

Inv. O

ut =

256.7

9’

115.1

’ In

Pl.

84"

CM

Pip

e


(Per DB 1725 Pg 1437)


(Per DB 1725 Pg 1437)

Ex. 45’ S

torm

Sew

er Ease

ment

(Per D

B 1

725 Pg 1

437)

Ex.

20’

Acc

ess

Eas

emen

t(P

er D

B 1

725

Pg

1437

)

(N 67%%d 47’ 57" E 100.30’ )

(S 1

6%

%d 4

8’

23"

W 142.0

8’

)

(N 65%%d 34’ 09" E 120.00’ )

(S 1

2%%

d 08

’ 51"

E)

( 20.0

0’ )

(S 77%%d 51’ 09" W 148.28’ ) Existing RW

PL

PL P L

PL

PL

PL

P L

P L

PL

Ex. 4

5’ S

torm

Sew

er E

asem

ent

(

Per D

B 1

976 P

G 3

57)

Ex. S

anit

ary S

ew

er E

sm

t.

(P

er D

B 6

69 P

G 2

71)

Ex. 45’ S

torm Sewer E

asement

(P

er DB 1

976 PG

357)

Ex. 2

5’ S

torm

Sew

er E

asem

ent

(P

er D

B 1

777 P

G 1

114)

Ex. Sanitary Sewer Esmt.

(Per DB 669 PG 271)


(Per DB 1777 PG 1114)

Existing RW

2. 5’ Conc. C&G N65^33’36"E

N22^32’3

1"E

N16^47’5

0"E

N33^40’1

0"W (N

22%

%d

33’ 04

"E 88.3

7’)

(R = 3,030.00’)(L = 342.23’)

(R = 3,030.00’)

(L = 166.31’)

(L =

39.2

7’)

(R =

25.0

0’)

(R = 250.00’)

(L = 53.60’)

(R = 3,170.00’)(L = 431.21’)

+86.9

1

75.1

2’

+10.0

0

101.3

1’

+08.8

1

121.7

0’

+79.5

2187.1

3’

+34.6

0

187.33’

(Asphalt)

(Asphalt)

Grass Median Grass MedianIP

F

IPF

IP

F

Keyto

ne R

d -

Rte

. 2

050

Grass Median

(R =

54.0

0’)

(L =

61.9

6’)

(R = 54.00’)(L = 48.06’)

(R =

54.0

0’)

(L =

48.0

5’)

Existing RW

In P

l. C

onc. D

I (M

edian)

In P

l. C

onc. D

I (

Media

n)

In P

l. C

onc. D

I

In P

l. M

etal G

rate

In P

l. C

onc.

DI

In P

l. S

SM

H

Top =

286.61’

Inv.

In

= 2

82.9

3’

Inv. O

ut =

288.42’

Top

= 2

96.9

5’

52.2’ In P

l. 15" C

onc. P

ipe

Metal S

ign (M

edian)

Conc. S

idew

alk

2. 5’ C

onc. C

&G

Top =

290.12’

In P

l. S

SM

H

Inv. I

n =

267.0

1’

Whe

el C

hair

Ram

p

2. 5’

Conc.

C

&G

Conc. S

idew

alk

B

r

i

c

k

S

i

g

n

Wh

eel C

hair R

am

p Ex. 15’ Waterline Easement(Per DB 1725 Pg 1437)S

hrub

24"

Map

le

10" D

ogw

ood

Inv. =

289.3

2’

Inv. =

292.82’

Bru

sh

1

8

"

M

a

p

l

e

Shru

b15" M

aple

Wheel

Chair

Ram

p

Wheel

Chair

Ram

p

N33^40’1

0"W

185.2

2’

Inv. =

263.0

0’

(N 3

3%

%d 3

9’ 3

7" W

155.4

6’ )

(S 34%

%d 11’ 11" E

136.0

2’ )

S34^11’4

4"E

(N 50%

%d 08’ 51" W

83.3

1’ )

(N 1

9%

%d 1

3’ 3

3" W

54.8

9’ )

(S 69%%d 21’ 36" W 124.77’ )

(N 52%%d 49’ 4

9" E 1

27.25’ )

(S 2

6%

%d 0

1’

35" E

100.6

2’ )

(S 77%%d 51’ 09" W 95.00’ )

(N 69%%d 21’ 36" E 124.77’ )

(S 12

%%

d 08’

51" E

109.21’ )

(N 1

2%%

d 08

’ 51

" W

109

.21’

)

(N 2

6%

%d 0

1’

35"

W 100.6

2’ )

(S 52%%d 49’ 49" W

127.2

5’ )

(N 52%%d 49’ 4

9" E 1

17.16’ )

L =

64.4

3’

R =

310.0

0’

L =

45.9

5’

R =

310.0

0’

L =

39.2

7’

R =

25.0

0’

(N12

%%d 0

8’ 51

"W)

(20.00’)

Exis

ting R

W

Existing RW

PL

PL

PL

PL

PL

N52^44’54"E

N26^06’3

0"W

S52^44’54"W

N69^16’41"E

N12^13’46"W

Exis

ting R

W

(L =

165.8

1’)

(R =

250.0

0’)

R =

310.0

0’

L =

50.0

5’

Exis

ting R

W

(L =

21.7

3’)

(R =

25.0

0’)

VIRGILIO & ISABEL PUZA

Inst. # 200901220005523Tax# 8092-85-9317 Tax# 8192-04-1881PRINCE WILLIAM COUNTY SCHOOL BOARDDB1160 PG157242.1291 AC.PRINCE WILLIAM COUNTY SCHOOL BOARD

Tax# 8192-04-1881

DB1160 PG157242.1291 AC.

PRINCE WILLIAM COUNTY SCHOOL BOARD

DB1160 PG1572

42.1291 AC.

Tax# 8192-04-1881

Inst. # 200708070090952

0.2401 AC.

Tax# 8092-95-2249

RELIEF REAL ESTATE

SERVICES LLC JORGE CANTEROInst. # 2008070200641170.3054 AC.

Tax# 8092-95-3147

LORAN D & LYDIA L HATCHERInst. # 2001112801269220.2374 AC.Tax# 8092-95-3850 JOSE VELASQUEZ

Inst. # 200412130210280

0.2794 AC.Tax# 8092-95-5049 Tax# 8092-95-6653

MICHAEL A MCGHEEInst. # 2008051200449270.2743 AC. EP

IP

HA

NY

L

UT

HE

RA

N C

HU

RC

H

DB

1109 P

G747

3.9331 A

C.

T

a

x

#

8

1

9

2

-

0

5

-

0

0

6

9

N 77%%d 50’ 36" E

L





153

153

154

1

5

5

PT

155+

69.4

4

156

157

158

PO

T 158+

50.56

Curve WBDALE-1PI = 152+96.15DELTA = 10%%d 11’ 55.99" (LT)D = 1%%d 51’ 39"T = 274.75’L = 548.05’R = 3,078.85’150+21.40PC =PT = 155+69.44

Exist. R/W

Exist. R/W

Exist. R/W

Exist. R/W

Prop. WB Dale Blvd. Constr. B

L

Curve WBDALE-1

Curve WBDALE-1

End Project No. 0784-076-050, PE-101, RW-201, M-501

WB Dale Blvd. Const. B STA 157+28.00

12’

12’

13’

16.3

3’

13’

12’

13’

12’

12’

14’

15’ St’d MS-2 Req’d.

1

111Taper Rate 14:1

389’

389’ 278’

15" Pipe15" Pipe

4-18

Ex.4-16

Ex.4-22

Ex.4-24

Ex.4-17

Ex.4-23

5-15-2

4-19

15" Pipe

Documents

Wooden Sign 2. 5’ Conc. C&G LDale Blvd. Profile Lindendale/Quate Profile 2 4A 4B NOTES: 1 Full Depth Vertical Sawcut M-501 0784-076-050, RW-201 Denotes Surface Pavement 2’ Conc