PL L P L P L P - Virginia Department of...
Transcript of PL L P L P L P - Virginia Department of...
0
SCALE
25' 50'
Matc
h Lin
e Sta. 10
4+0
0.0
0 See Sheet 4
0784-076-050
3
3
WAYNE E. LIGHTFOOT, (703) 259-3223
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d98371003.dgn
Plotted By: localuser10:44:56 PM
5/16/2014
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED 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
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
Or "Note: Dot-dashed lines denote utility easements." Or "Note: Dot-dashed lines denote permanent easements." "Note: Dot-dot-dashed lines denote temporary easements."
LEGEND
LEGEND
Full Depth Vertical Sawcut1
RW-201, M-501
Lane Use ArrowsSigning Plan
6(3)Pavement Marking &
3ADale Blvd. Profile
2DConcrete Staking Detail
2E&SC Legend
Exist. Lane Use Arrows
UTILITY OWNERS
Phone: (703) 392-1519
5401 Staples Mill Road
Phone: (804) 915-5370
3 - Northern Virginia Electric Co-op
14500 Minnieville Road
Woodbridge, Va. 22193
4 - Verizon
Field Contact: Deam Rasmussen
Phone: (434) 942-8192
5 - Comcast
Richmond, Va. 23228
Phone: (703) 750-1000
2 - Washington Gas
6801 Industrial Road
Springfield, Va. 22151
Phone: (800) 452-6863
1 - Virginia American Water
2223 Duke Street
Alexandria, Va. 22314
ENGINEER
ROADWAY & HYDRAULIC
Fairfax, Virginia
Group Inc. of Virginia
Parsons Transportation
E. JOHN PATAKY, L. S, (703) 259-2355 DATE COMPLETED 8/31/2011
PARSONS TRANSPORTATION GROUP, INC. JOSHUA S. WADE P. E. (703) 934-2300
ACCUMARK (800) 542-2990 DATE COMPLETED 4/30/2011SUBSURFACE UTILITY PROVIDED BY
St'd. MS-2 St'd. MS-1A
+41.09
0784-076-050,
No.Description Date
REVISED
1
St'd. MS-1A St'd. MS-2
+98.08
NOTES:
To Be Removed.
Existing Traffic Signal Equipment
2. 5' Conc. C&G 2. 5' Conc. C&G
2. 5' Conc. C&G
2. 5' Conc. C&GConc. Sidewalk
Conc. Sidewalk
In Pl. 12" C
onc. Pip
e
Top =
315.0
5'
In Pl. S
SM
H
4' Chain Link F
ence
6' Wooden Fence
Wooden Sig
n
Wooden Sig
n
Metal Sig
n
IP
Woods
Woods
2. 5' Conc. C&G
Inv.
Out
= 300.9
3'
Inv. =
312.0
1'
Inv. In =
310.7
2' (12")
Inv. In =
307.2
9' (2
4")
Grass Median
Metal Sig
n
Grass Median
Asphalt Parking Lot
117.3' In Pl. 2
4" C
onc. Pip
e
Conc. Sidewalk
Conc. Sidewalk
Dale Blvd. - Rte. 784
Dale Blvd. - Rte. 784
Asphalt Ent.
25.2
0' )
61.34' )
24.2
3' )
40.4
4' )
12
3.2
3' )
73.65' ) 92.14' )
12
4.6
9' )
14
3.5
1' )
PL
PLPL
PL
PL
292.52' )
173.31' )
298.71' )
PL (Per DB 1819 PG 1337)
Ex. 20' Storm Drainage Reservation Easement
Ex. 10' Utility Esmt. (Per DB 1010 PG 269)
Ex. 10' Utility Esmt. (Per DB 1010 PG 269)
Existing RW
Existing RW
N01°59'4
2"W
N01°59'4
2"W
N65°0
6'5
3"E
PL
85.4
9')
N03°0
2'15"E
N16°2
3'19"E
Wheel
Chair Ra
mp
+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 10
0+0
0.0
0
S 82° 50' 34" E
100
101
102
103
Metal Sig
n (M
edia
n)
Top =
317.9
0'
In Pl. C
onc.
DI
In Pl. C
onc.
DI
In Pl. 2
4" C
onc. Pip
e
Top =
317.9
5'
In Pl. S
SM
H
Inv.
Out
= 310.5
1'
Inv. In =
309.7
5'
Inv.
Out
= 309.6
2'
48.6' In Pl. 2
4" C
onc. Pip
e
49.5' In Pl. 2
4" C
onc. Pip
e
In Pl. M
etal
Grate (M
edia
n)
Metal Sig
n
Wheel
Chair Ra
mp
In Pl. C
onc.
DI
Top =
318.4
6'
In Pl. S
SM
H
Top =
300.3
3'
In Pl. S
SM
H
Inv. In =
308.2
6'
Inv.
Out
= 308.18'
Inv. In =
295.15'
21.4' In Pl. 2
4" C
onc. Pip
e
Metal Sig
n (M
edia
n)
In Pl. C
onc.
DI
In Pl. C
onc.
DI
Top =
300.3
5'
In Pl. S
SM
H
Top =
298.8
7'
In Pl. S
SM
H
Top =
301.12'
In Pl. S
SM
H
Metal Sig
n
Metal Sig
n
Inv.
Out
= 295.9
1'
Inv.
Out
= 295.9
7'
Inv. In =
293.8
1' (15
" fro
m
West)
Inv. In =
293.8
8' (15" fro
m
North)
43.5' In Pl. 15" C
onc. Pip
e
16,3' In Pl. 15" C
onc. Pip
e
Inv.
Out
= 293.7
0'
63.9' In Pl. 15" C
onc. Pip
e
Metal Sig
n
N29°41'52"E 18
9.3
2'
18
9.53' )
107.92' )
DB2363
PG18
49
0.2
264
AC.
Tax# 8092-8
5-4
513
Inst. # 20010
9250099204
0.2
145
AC.
Tax# 8092-8
5-3
215
Inst. # 2006012400125350.1932 AC.
Tax# 8092-85-3815
DB2584 P
G15
59
0.2947 AC.
Tax# 8092-8
5-5
211
DB1776 PG104
Tax# 8092-85-3649
3.5006 AC.
DB19
30 P
G0539
0.2903
AC.
Tax# 8092-8
5-5
808
LP
LP
LP
TV
Box
E
T
V
TC
HH (M
edia
n)
LP
Elec.
Box
Elec.
Box
LP
Elec. Ped.
GV
Tele. Ped.
TV Ped.
U.
G. Tele.
Box
EOI
EOI
EOI
EOI
To Loop
G1
G1
HE
NR
Y L JR
&
DE
EN
A
CL
AR
K
KH
AWJ
A
R
&
SOFIA F
AK
HR
Y S
UR
V.
MASSIE WASHINGTON
KE
NNE
TH SP
AR
KS
SUPERVISORS
PRINCE WILLIAM COUNTY BOARD OF
CLARE
NCE JR
&
CLA
UDE
TTE
TIN
KE
R
PO
T 10
0+0
0.0
010
0
101 10
2
103
104
L
Dale Blvd. WB Rte. 784
Dale Blvd. EB Rte. 784
Exist. R/W
Exist. R/W
Prop. EB Dale Blvd. Constr. B
L
St'd MS-2 Req'd.
51'
1
1
1
27'
St'd MS-1A Req'd.
EB Dale Blvd. Const. B STA 101+00.00
Begin Project No. 0784-076-050, PE-101, RW-201, M-501
1
Ex.3-3 Ex.3-4
Ex.3-5
St'd UD-2 Req'd.
IP-B
0
SCALE
25' 50'
Matc
h Lin
e Sta. 10
4+0
0.0
0 See Sheet 3
Matc
h Lin
e Sta. 15
3+0
0.0
0 See Sheet 5
0784-076-050
4
4
WAYNE E. LIGHTFOOT, (703) 259-3223
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d98371004.dgn
Plotted By: localuser2:21:09 PM
5/18/2014
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED 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
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
Or "Note: Dot-dashed lines denote utility easements." Or "Note: Dot-dashed lines denote permanent easements." "Note: Dot-dot-dashed lines denote temporary easements."
LEGEND
M-501
0784-076-050, RW-201
Denotes Surface Pavement
Lane Use Arrows
LEGEND
at Nearest Joint
Sawcut Sidewalk
Full Depth Vertical Sawcut
2
1
Exist. Lane Use Arrows
UTILITY OWNERS
Phone: (703) 392-1519
5401 Staples Mill Road
Phone: (804) 915-5370
3 - Northern Virginia Electric Co-op
14500 Minnieville Road
Woodbridge, Va. 22193
4 - Verizon
Field Contact: Deam Rasmussen
Phone: (434) 942-8192
5 - Comcast
Richmond, Va. 23228
Phone: (703) 750-1000
2 - Washington Gas
6801 Industrial Road
Springfield, Va. 22151
Phone: (800) 452-6863
1 - Virginia American Water
2223 Duke Street
Alexandria, Va. 22314
7(4)Traffic Signal Plan Sheet
Signing Plan
6(4)Pavement Marking &
4BLindendale/Quate Profile
4ADale Blvd. Profile
2DConcrete Staking Detail
2E&SC Legend
ENGINEER
ROADWAY & HYDRAULIC
Fairfax, Virginia
Group Inc. of Virginia
Parsons Transportation
PARSONS TRANSPORTATION GROUP, INC.
JOSHUA S. WADE P. E. (703) 934-2300
E. JOHN PATAKY, L. S, (703) 259-2355 DATE COMPLETED 8/31/2011
SUBSURFACE UTILITY PROVIDED BY ACCUMARK (800) 542-2990
DATE COMPLETED 4/30/2011
Inv. (In) 279.95, Inv. (Out) 279.40
Req'd. (3' Cover)
63' - 15" Storm Sewer Pipe
1 St'd. IS-1 Req'd.
L=6', H=4.0', Inv. 279.95
1 St'd. DI - 3B Req'd.
Inv. (In) 282.02, Inv. (Out) 280.05
Req'd. (3' Cover)
141' - 15" Storm Sewer Pipe
L=10', H=3.9', Inv. 282.02
1 St'd. DI - 3B Req'd.
Inv. (In) 283.06, Inv. (Out) 282.91
8'-6" Outlet Pipe Req'd.
Inv. 283.03
Tree Box Filter Req'd.
Inv. (In) 281.62, Inv. (Out) 281.47
10'-6" Outlet Pipe Req'd.
Inv. 281.62
Tree Box Filter Req'd.
Inv. (In) 285.18, Inv. (Out) 284.97
14'-6" Outlet Pipe Req'd.
Inv. 285.18
Tree Box Filter Req'd.
Replace With DI - 3B Top, L=12'
Remove Ex. DI Top
pipe and accept new pipe
Modify Ex. Structure to remove Ex.
of pipe 4-6 to Ex. 4-8
Replace Ex. DI Top after constr.
Remove Ex. DI Top
Replace Ex. Pipe
Inv. (In) 282.60, Inv. (Out) 282.13
Sewer Pipe Req'd. (5' Cover)
48' - 14"X23" H. Elliptical Storm
Remove Ex. Structure
1 St'd. IS-1 Req'd.
Inv. 282.60
1 St'd. MH-1 Frame & Cover Req'd.
6.9 LF St'd. MH-1 or 2 Req'd.
Replace Ex. Pipe
Inv. (In) 283.35, Inv. (Out) 282.70
Req'd. (4' Cover)
69' - 18" Storm Sewer Pipe
4-20 to 4-18
4-20
4-20A to 4-20
4-20A
BMP-3 to 4-20A
BMP-3
BMP-2 to Ex. 4-12
BMP-2
BMP-1 to Ex. 4-11
BMP-1
4-10
Ex. 4-8
Ex. 4-7
4-6 to Ex. 4-8
4-6
Ex. 4-3 to 4-6
Drainage Descriptions
Proposed Signal Pole
Proposed Signal Pole
Proposed Signal Pole
Proposed Signal Pole
HYDRAULIC ENGINEER
Gaithersburg, Maryland
Endesco Inc.
No.Description Date
REVISED
1
Remove Existing Traffic Control Manhole
3/18/14
NOTES:
To Be Removed
Exist. DI Top
To Be Removed
Structure
Exist. DrainageTo Be Removed
Exist. Pipe
Exist. DI Top To Be Removed
Frame & Cover
Add 1 St'd. MH-1
Modify Existing Ditch Inlet
1 St'd. IS-1 Req'd.
Both Sides
Modify To Accept 15" Pipe
Add St'd. DI- 3C, L=14' Top
Modify Existing Drop Inlet
Inv. (Out) 278.81
Inv. (In) 279.30,
Req'd. (3' Cover)
64'-15" Storm Sewer Pipe
L=10', H=3.9', Inv. 279.3
1 St'd. DI - 3B Req'd.
Inv. (Out) 278.30
Inv. (In) 279.30,
Req'd. (3' Cover)
77'-15' Storm Sewer Pipe
1 St'd. IS-1 Req'd.
L=10', H=4.5', Inv. 279.30
1 St'd. DI - 3C Req'd.
4-22
4-16
4-16A to 4-16
4-16A
4-18 to 4-16
4-18
Drainage Descriptions
Inlet To Provide Positive Drainage
Grade The Area Around The Exist.
Item For The Work Being Done.
Located. Cost To Be Included In Related Bid
Damage To A Utility That Has Been Properly
The Contractor Will Be Responsible For
Backfilling And Compacting Around Utilities.
The Contractor While Excavating. Installing,
Extreme Caution Shall Be Exercised By
When Excavating Near Existing utilities.
The Contractor Shall Use Hand Digging3.-
VDOT Specifications.
Inspections Shall Be Done Per
Post Construction Pipe Installation2.-
In Conflict Shall Be Removed.
All Existing Traffic Equipment1.-
2' C
onc.
C&
G
2' Conc. C&G
2' C
onc.
C&
G
2. 5' Conc. C&G
2. 5' C
onc.
C&
G
Gravel Shoulder
Conc. Sidewalk
Conc. Sid
ewalk
Conc. Sidewalk
Conc. Sid
ewalk
Asphalt Trail
Top = 289.17'
In Pl. C
onc.
DI
In Pl. C
onc.
DIIn Pl. C
onc.
DI
In Pl. M
etal Grate
In Pl. M
etal
Grate
Top = 288.04'
In Pl. S
SM
H
Top =
282.9
0'
In Pl. S
SM
H
3' Chain Link Fence
3' Chain Link Fence
Metal Guardrail
Metal Sig
n
IP
24' Oak
24' Oak
3" Plu
m40'' Oak
Woods
Inv. O
ut = 282.3
9'
Inv. In = 282.78'
Inv. O
ut = 283.3
5'
Inv. In = 283.47'
Inv. O
ut = 283.67'
Inv. In 283.78'
In Pl. C
onc.
DI
Inv.
Out
= 273.8
7'
60.9' In Pl. 15" C
onc. Pip
e
Top =
281.84'
Wooden Retainin
g
Wall
2. 5' C
onc.
C&
G
Metal Guardrail
2. 5' Conc. C&G
Inv. =
256.3
5'
Grass Median
2' C
onc.
C&G
Shrub
s
Conc. Sidew
alk
Dale Blvd. - Rte. 784
Dale Blvd. - Rte. 784
Grass Median
Dale Blvd. - Rte. 784
Dale Blvd. - Rte. 784
Quate Ln
2. 5' Conc. C&G
Asphalt Ent.
7.3' In Pl. 15" C
onc. Pipe
63.8' In Pl. 15" C
onc. Pipe
Tree Cluster
In Pl. S
SM
H
Top = 288.75'
Top = 289.93'
In Pl. S
SM
H38.3' In Pl. 15" C
onc. Pipe
Inv. O
ut = 284.71'
15" Pine
Inv. In =
256.8
9'
Inv.
Out
= 256.7
9'
115.1' In Pl. 8
4" C
M
Pip
e
57.8' In Pl. 15" C
onc. Pipe
81.12' )
PL
107.92' )
139.74' )
18
9.53' )
PL
PL
254.8
1' )
Existing RW
PL
144.50' )
Existing R
W
Existing RW
PL
PL
PL
PL
81.12' )
63.91' )
PL
PL
PL
Existing R
W
Existing RW
229.6
4' )
Existing
RW
Existing RW (Per DB 1777 PG 1114)Ex. Sight Distance Ease
ment
(P
er DB
1976 P
G 35
7)
Ex. 2
0' Stor
m Sew
er Easem
ent
(P
er D
B 669 P
G 271)
Ex. Sanitary Sewer Es
mt.
(
Per
DB 1976 P
G 35
7)
Ex. 4
5' Storm S
ewer E
asem
ent
229.8
2' )
175.00' )
Ex. 5' Utility Reservation (Per DB 1922 PG 908)
(Per D
B 19
22 P
G 908)
Ex. Sig
ht
Dista
nce Es
mt.
(Per DB 669 PG 277)Ex. Storm Sewer Easement
N29°41'52"E 18
9.3
2'
S43°05'11"W 139.37'
(L = 3
9.27')
(R = 25.00')
S04°2
2'4
6"E
N01°39'0
6"W 255.3
0'
PL
Wheel Chair Ra
mp
(Per D
B 19
22 P
G 908)
Ex. 5'
Utility Reservation
(L = 39.54')
(R = 2
5.00')
(R = 3,030.00')
(L = 342.23')
E-01
E-0
1
E-0
2
(R = 3,170.00')
(L = 101.58')
(L = 40.62')
(R = 25.00')
(R
= 378.0
0')
(L =
88.3
4')
(R = 378.0
0')
(L = 76.0
7')
(R = 2
5.00')
(L = 37.60')
(R=4
42.0
0')
(L=9.2
6')
(R=4
42.0
0')
(L=5
3.5
7')
(R
= 442.0
0')
(L =
69.4
9')
(L = 60.8
7')
(R = 442.0
0')
+33.6
8
102.17'
(Asphalt)
(Asphalt)
(Asphalt)
(Asphalt)
E-03
E-0
3
N 6° 58' 21" E
N 1° 2
2' 41" W
16
17
18
PI 10
4+9
2.4
1
PI 10
7+0
6.0
9
N 72° 2
1' 42" E
N 81° 13' 52" E
104
105
106
107
108
109
PI 16
+82.6
6PI 10
7+0
6.0
9 =
In Pl. C
onc.
DI (M
edia
n)
In Pl. C
onc.
DI (M
edia
n)
Metal Sig
n (M
edia
n)
In Pl. C
onc.
DI
Top =
288.6
8'
In Pl. S
SM
H
Metal Sig
nWooden Sig
n
Inv. In =
279.2
4'
Inv.
Out
= 279.19'
65.1' In Pl. 3
0" C
onc. Pip
e
Inv. =
276.3
3'
Conc. Pad
Conc. Pad
Wheel
Chair Ra
mp
E-0
2
19
Inv. =
263.0
0'
Inv. =
258.10'
115.2' In Pl. 8
4" C
M
Pip
e
PI 19+3
8.44
Metal Sig
n
15' Pear
Conc. Pad
Conc. Pad
Conc. Pad
15' Pear
Wheel
Chair Ra
mp
Metal Sig
n (M
edia
n)
Wheel
Chair Ra
mp
Wheel Chair Ramp
Metal Sign
Wheel Chair Ramp
Hedgerow
Metal Sign
Top =
295.8
3'
In Pl. S
SM
H
Top =
295.3
9'
In Pl. S
SM
H
Fla
g Pole
Inv.
Out
= 290.15'
Inv. In =
291.26'
161.4' In Pl. 18" C
onc. Pip
e
Wheel
Chair Ra
mp
160.9' In Pl. 3
6" C
onc. Pip
e
Metal Sig
n
Shrubs
IP
Dist.
+03.9
0
125.8
9'
(Per D
B 1165 P
G 654)
Gradin
g Ease
ment
Ex. 50' Te
mp. Slo
pe and
PI 16+82.66
Asphalt Ent.
Conc. E
nt.
+11.4734.92'
IPF
Asphalt E
nt.
Conc. Sid
ewalk
2' C
onc. C
&G
15
2. 5' C
onc. C
&G Ent.
Conc.
Ent.
Conc.
Conc. Sid
ewalk
Ent.
Conc.
Conc. E
nt.
PI 14+51.78
Ent.
Conc.
Lin
dendale Rd - Rte. 2
053
+92.30
45.85'
IPF
Metal Sig
n (M
edia
n)
89.61' )
128.64')S77°0
2'15"W
10
9.16')
12
2.5
0')
N26°3
6'0
6"W
109.2
8'
121.8
1'
N26°3
6'0
6"W
114.17' )
S68°0
1'46"W
114.29'
Wheel Chair Ramp
15" Pear
Brick Sign
6" Conc. Wall
118.98' )
N70°58'33
"E
N59°2
6'44"E
( 125.11' )
51.7
8')
Conc. Sidewalk
2. 5' Conc. C&G
(Per DB 1922 PG 908)
Sewer Easement
Ex. 20' Storm
Ease
ment (P
er D
B 19
22 P
G 908)
Varia
ble
Width Sig
ht
Dista
nce
Ease
ment (P
er D
B 17
77 P
G 1114)
V.
D.
O. T. Traffic Sig
nalization
Ease
ment (P
er D
B 17
77 P
G 1114)
V.
D.
O. T. Traffic Sig
nalization
(P
er D
B 669 P
G 271)
Ex. Sanitary Sewer Es
mt. (P
er D
B 17
77 P
G 1114)
Sewer Ease
ment
Ex. 20' Stor
m
2' Conc. C&G
Asphalt Ent.
15" Oak
Asphalt Trail
Inv. =
256.3
5'
Existing RW
(Per DB 669 PG 277)Ex. Storm Sewer Easement
Existing RW
In Pl. C
onc.
DI
In Pl. C
onc.
DI
Top =
291.17'
In Pl. S
SM
H
Top =
288.5
7'
In Pl. S
SM
H
Inv. In =
282.3
4' (15" fro
m
North)
Inv.
Out
= 279.7
5'
Inv.
Out
= 282.4
0'
Inv. In =
282.4
5' (3
6" fro
m
West)
Inv. In =
281.51'
18.4' In Pl. 3
0" C
onc. Pip
e
53.5' In Pl. 3
0" C
onc. Pip
e
In Pl. SSMHIn Pl. Conc. DI
Top = 290.33'
Inv. Out = 286.12'Inv. In = 286.14'
109.1' In Pl. 15" Conc. Pipe
In Pl. C
onc.
Vault
Top =
289.2
9'
In Pl. S
SM
H
Inv.
Out
= 281.85'
Inv. In =
282.13' (15")
Inv. In =
282.0
0' (18")
141.0' In Pl. 18" C
onc. Pip
e
In Pl. C
onc.
DI
Top =
289.13'
In Pl. S
SM
H
Out
= Direct to Vault
Top =
285.4
8'
In Pl. S
SM
H
Inv.
Out
= 278.10'
41.3' In Pl. 3
0" C
onc. Pip
e
Inv. In =
278.14' (3
0")
Inv. In =
278.0
8' (18")
SidewalkConc. 18" Pipe
30" Pipe
15" Pipe
DB1777 PG1114
4.669 AC.
Tax# 8092-95-0166
Inst. # 2009012200055230.2757 AC.
Tax# 8092-85-9317
DB19
30 P
G0539
0.2903
AC.
Tax# 8092-8
5-5
808
DB2477 PG0241
0.3374 AC.
Tax# 8092-85-7318
DB1422 P
G0340
0.2176 A
C.
Tax# 809
2-85-7609
Inst. # 20
0503
2500
4705
5
0.186
9 A
C.
Tax# 8
092-85-970
3
Inst. # 20
0907
0600
6586
1
0.179
8 A
C.
Tax# 8
092-85-9510
Inst. # 20
0303
2400
5365
2
0.1778 A
C.
Tax#
8092-85
-7801
Tax# 8192-04-1881
DB1160 PG1572
42.1291 AC.
DB2584 P
G15
59
0.2947 AC.
Tax# 8092-8
5-5
211
1.2688 AC.
Tax# 8092-85-7047
Inst. # 201304050035439
TC
LP
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOIEOI
EOI
EOI
To LoopTo Loop
To Loop
To Loop
To Loop
To Loop
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
EOI
Elec.
Box
Elec.
Box
Elec.
Box
LP
LP
LP
GV
Top = 2
90.21'
In Pl. SMH
S
Tele. Box
Tele.
Box
Tele. Ped.
TC
HH
TCHH
TC
HH
TC
HH
TCLP
FH
FH
WM
WM
WM
In Pl. Water MH
WV
WV
U.
G. Elec.
Box
V
T
V
U.
G. Elec.
Box
U.
G. Tele.
Box
T
F. O. Marker
WV
Inv. = 28
1.79'
T
U.
G. Tele.
Marker
W
TC
HH (M
edia
n)
Tele. B
ox
TV Ped.
WM
U. G. T
V Box
Elec.
Box
Tele. Pe
d.W
M
LP
TV Pe
d.
LP
TV
Box
Tele.
Box
TC
HH
TC
LP
WV
WV
Elec.
Box
F.
O.
Marker
LP
Irrigation Valve
U.
G. Tele.
Box
TC
HH (M
edia
n)
Elec.
Box
U.
G. Elec.
Box
TC
HH (M
edia
n)
TV
Box
Tele. Ped.
TC
HH
TC
HH
TC
LP
TC
Box
Speed Limit L
PSchool Zone
Limit L
P (M
edia
n)
School Zone Speed
CECIL D HYLTON ESTATE
VIRGILIO & ISABEL PUZA
CLARE
NCE JR
&
CLA
UDE
TTE
TIN
KE
R
LORETTA BOWMAN
EDWARD B & MARY E
SWIFT SURV.
MARIA
QUIROZ DE
PENA
LILLIA
N EVANS
MARIA E VE
LASQUEZ
PRINCE WILLIAM COUNTY SCHOOL BOARD
KE
NNE
TH SP
AR
KS
NA
TIO
NA
L R
ET
AIL P
ROP
ER
TIE
S, LP
PROPERTIES, LP
NATIONAL RETAIL
105
106
11
12
PT 12
+33.2
8
13
14
Curve LINQUATE-1PI = 11+19.89
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
Dale Blvd. EB Rte. 784
Dale Blvd. WB Rte. 784
Dale Blvd. EB Rte. 784
104
PC 15
0+2
1.40
152
150
153
Curve WBDALE-1PI = 152+96.15
T = 274.75'L = 548.05'R = 3,078.85'
150+21.40PC =
PT =155+69.44
L
L
Prop. EB Dale Blvd. Constr. B
151
67'
68'
L
30.3
2'
Exist. R/W
Exist. R/W
Exist. R/W
Exist. R
/W
Prop. Lin
dendale Rd. C
onstr. B
Prop. Lin
dendale Rd.
Constr.
B
Exist. R/
W
Exist. R/
W
Exist. R/
W
STA 12+82.40Lindendale Rd. Constr. BSTA 106+70.69=EB Dale Blvd. Constr. B L
St'd MS-2 Req'd.
St'd MS-2 Req'd.
1
1
1
1
1
Existing Pavement
Reconstruct
Curve WBDALE-1
Curve LIN
QU
AT
E-1
15
20'
Exist. R/
W
39'
31.5'
12'
Sta. 14+34.66
End Const.
Edge of Gutter Elev.
Surface Course to Match
Place Tack Coat and
12'
1
35.5'
2
2
2
Curb & GutterMatch Exist.
Curb & GutterMatch Exist.
Req'd.
St'd. CG-6
2
Req'd.
St'd. CG-7
Transition Curb to St'd. CG-6
Match Exist. Curb & Gutter
2
5' Concrete Sidewalk
2
Match Exist. Curb & Gutter
C
CC
C
C
C
STA 13+27.66
Lindendale Rd. Constr. B
STA 150+00.00=
WB Dale Blvd. Constr. B
1
Sidewalk
4' Concrete
VD
OT
St'd.
CG-6
Matc
h Exist. C
urb
&
Gutter
Sheet 2C
See Detail "A"
Req'd.
St'd. CG-12C
Req'd.
St'd. CG-6
VDOT St'd. CG-6
Sidewalk4' Concrete
Gutter
Curb &
Exist.
Match
Exist. R/W
Sheet 2C
See Detail "B" St'd. CG-12B Req'd.
Sheet 2C
See Detail "D" on
St'd. CG-12B Req'd.
1
1
1
1
Prop. WB Dale Blvd. Constr. B
Quate Lane (Rte. 3717)
on Sheet 2C
See Detail "C"
St'd. CG-12B Req'd.
4-6
15" Pipe
4-18
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.4-24
Ex.4-17
Ex.4-23
4-20
4-10
4-22
4-16A
18" Pip
e
15" Pipe
15" Pipe
15" Pip
e
4-20A
St'd UD-2 Req'd.
St'd UD-2 Req'd.
Be Cleaned Out
Existing Pipe To
IP-B
IP-B
IP-B
IP-B
IP-B
IP-A
IP-B
IP-B
IP-B
IP-A
IP-BIP-B
IP-A
Ellipitcal Pipe
14" x 23"
To Be Cleaned Out
Existing Pipe
BMP-3
BMP-2
BMP-1
6" Pip
e
6" Pipe
6" Pipe
Prop. Temporary Const. Easement
001
002
003
Const. Easement
Prop. Temporary
004
Const. Easement
Prop. Temporary
Const. Easement
Prop. Temporary
Prop. Temporary Const. Easement
Permanent Signal Easement
Proposed R/W
Permanent Signal Easement
Easement
Signal
Permanent
0
SCALE
25' 50'
Matc
h Lin
e Sta. 15
3+0
0.0
0 See Sheet 5
0784-076-050
5
5
WAYNE E. LIGHTFOOT, (703) 259-3223
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
d98371005.dgn
Plotted By: localuser10:44:59 PM
5/16/2014
PROJECT MANAGER
SURVEYED BY
DESIGN SUPERVISED 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
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
Or "Note: Dot-dashed lines denote utility easements." Or "Note: Dot-dashed lines denote permanent easements." "Note: Dot-dot-dashed lines denote temporary easements."
LEGEND
784
NOTES:
Full Depth Vertical Sawcut1
RW-201, M-501
Lane Use Arrows
Signing Plan
6(5)Pavement Marking &
5ADale Blvd. Profile
2DConcrete Staking Detail
2E&SC Legend
Exist. Lane Use Arrows
5-2 to 4-16
5-2
5-1 to 4-18
UTILITY OWNERS
Phone: (703) 392-1519
5401 Staples Mill Road
Phone: (804) 915-5370
3 - Northern Virginia Electric Co-op
14500 Minnieville Road
Woodbridge, Va. 22193
4 - Verizon
Field Contact: Deam Rasmussen
Phone: (434) 942-8192
5 - Comcast
Richmond, Va. 23228
Phone: (703) 750-1000
2 - Washington Gas
6801 Industrial Road
Springfield, Va. 22151
Phone: (800) 452-6863
1 - Virginia American Water
2223 Duke Street
Alexandria, Va. 22314
ENGINEER
ROADWAY & HYDRAULIC
Fairfax, Virginia
Group Inc. of Virginia
Parsons Transportation
PARSONS TRANSPORTATION GROUP, INC. JOSHUA S. WADE P. E. (703) 934-2300
E. JOHN PATAKY, L. S, (703) 259-2355 DATE COMPLETED 8/31/2011
ACCUMARK (800) 542-2990 DATE COMPLETED 4/30/2011SUBSURFACE UTILITY PROVIDED BY
5-1
5-1A to 5-1
5-1A
BMP-4 to 5-5A
BMP-4
Drainage Descriptions
Inv. (In) 279.82, Inv. (Out) 278.81
100' - 15" Storm Sewer Pipe Req'd. (3' Cover)
L=10', H=3.9', Inv. 279.82
1 St'd DI - 3B Req'd.
Inv. (In) 280.24, Inv. (Out) 279.50
81' - 15" Storm Sewer Pipe Req'd. (3' Cover)
L=8', H=4.0', Inv. 280.24
1 St'd DI - 3B Req'd.
Inv. (In) 283.09, Inv. (Out) 280.34
189' - 15" Storm Sewer Pipe Req'd. (3' Cover)
L=8', H=3.9', Inv. 283.09
1 St'd DI - 3B Req'd.
Inv. (In) 284.34, Inv. (Out) 284.15
13'-6" Outlet Pipe Req'd.
Inv. 284.34
Tree Box filter Req'd.
HYDRAULIC ENGINEER
Gaithersburg, Maryland
Endesco Inc.
0784-076-050,
No.Description Date
REVISED
1
2. 5' Conc. C&G
2. 5' Conc. C&G
Conc. Ent.
Asphalt Ent.Conc. Sidewalk
Conc. Sidewalk
Asphalt PathConc. Sidewalk
Asphalt Path
In Pl. C
onc.
DI
Conc. Ditch
Conc. Ditch
In Pl. 27
" Conc. P
ipe
Top =
294.2
2'
In Pl. S
SM
H
6' Wooden Fence 4' Chain Link Fence 4' Chain Link Fence
Metal Guardrail
IP
IP
20"
Maple
Woods
Metal Guardrail
Inv. In =
291.44' (15" fro
m
SE)
Inv. In =
288.5
7' (15" fro
m
NW)
Inv. In =
287.3
1' (27")
Inv.
Out
= 286.9
4'
72.0' In Pl. 3
0" C
onc. Pip
e
Conc. Sidewalk
Dale Blvd. - Rte. 784
Dale Blvd. - Rte. 784
Asphalt E
nt.
2. 5' Conc. C&G
Shrub
Shrub
Woods
(Per DB 1725 Pg 1437)
Ex. 20' Storm Sewer
Easement
(Per DB 1725 Pg 1437)Ex. 20' Storm Sewer Easement
(Per D
B 172
5 Pg 14
37)
Ex. 4
5' Stor
m Se
wer
Ease
ment
Ex. 20'
Access Ease
ment
(Per D
B 17
25 Pg 14
37)
100.30' )
14
2.08' )
120.00'
)
( 20.00' )
148.28' ) Existing RW
PL
PL PL
PL
PL
PL
PL
PL
(P
er D
B 669 P
G 271)
Ex. Sanitary Sewer Es
mt.
(P
er D
B 17
77 P
G 1114)
Ex. 25' Stor
m
Sewer Ease
ment
(Per DB 66
9 PG 271)
Ex. Sanita
ry Sewer
Esmt.
(Per D
B 1777 P
G 1114)
Ex. 20' St
orm Sewe
r Easeme
nt
2. 5' Conc. C&G
N65°33'
36"E
N22°3
2'3
1"E
N16°47'5
0"E
N33°4
0'10
"W
88.37')
(R = 3,030.00')
(L = 166.31')
(L = 3
9.27')
(R = 25.00')
(R = 25
0.00')
(L = 53.
60')
+86.9
175.12'
+10.0
010
1.31'
+08.8
112
1.70'
+79.5
218
7.13'
+34.6
018
7.3
3'
(Asphalt)
(Asphalt)
Grass Median
Grass Median
IPF
IPF
IPF
PI 111+72.9
2
N 81° 44' 30" E
110
111
112
113
114
115
116
Keyto
ne Rd -
Rte. 2050
Grass Median
(R = 54.00')
(L = 61.9
6')
(R = 54.00')(L = 48.06')
(R = 5
4.00')
(L = 4
8.05')
Existing RW
In Pl. C
onc.
DI
In Pl. S
SM
H
Inv.
Out
= 288.4
2'
Top =
296.9
5'
52.2' In Pl. 15" C
onc. Pip
e
Metal Sig
n (M
edia
n)
2. 5' C
onc.
C&
G
2. 5' C
onc.
C&
G
Conc. Sid
ewalk
Bric
k Sig
n
Wheel
Chair Ra
mp
(Per DB 1725 Pg 1437)Ex. 15' Waterline Easement
PI 115+3
4.9
8
Shrub
24"
Maple
10"
Dog
wood
Inv. =
289.3
2'
Inv. =
292.8
2'
Brush
18"
Maple
Shrub
15"
Maple
Wheel
Chair Ra
mp
Wheel
Chair Ra
mp
N33°4
0'10
"W 18
5.2
2'
15
5.46' )
13
6.0
2' )
S34°11'4
4"E
83.31' )
54.8
9' )
124.77' )
10
0.6
2' )
95.00' )
124.77' )
10
9.2
1' )
10
9.2
1' )
L =
45.9
5'
R
= 310.0
0'
L = 39.2
7'
R = 2
5.00'
(2
0.0
0')
Existin
g R
W
Existing RW
PL
PLPL
N52°4
4'54"E
N26°0
6'3
0"W
N69°16'41"E
N12
°13'4
6"W
(R = 2
50.00')
R = 3
10.00'
Existin
g R
W
(L = 21.7
3')
(R = 2
5.00')
(P
er D
B 669 P
G 271)
Ex. Sanitary Sewer Es
mt.
In Pl. C
onc.
DI
Top =
292.8
8'
In Pl. S
SM
H
Inv.
Out
= 288.6
5'
37.2' In Pl. 15" C
onc. Pip
e
In Pl. C
onc.
DI
Top =
294.8
6'
In Pl. S
SM
H
Top =
295.5
9'
In Pl. S
SM
H
Inv.
Out
= 291.63'
13.4' In Pl. 15" C
onc. Pip
e
Inv. In =
286.4
3'
Inv.
Out
= 286.2
8'
160.1' In Pl. 3
0" C
onc. Pip
e
In Pl. C
onc.
DI (M
edia
n)
L = 6
4.4
3'
R
= 310.0
0'
Inv. In =
267.11' (30")
Top =
290.12'
In Pl. S
SM
H
In Pl. 2
4" C
onc. Pip
e
Inv.
Out
= 267.0
3'
Inv. In =
280.9
4' (15")
Wheel
Chair Ra
mp
Inv. =
265.8
4'
Existing RW
(R = 3,170.00')(L = 431.21')
Asphalt Trail
Woods
Existing RW(R = 3,170.00')(L = 431.21')
(Per D
B 669 P
G 271)
For The Drainage of Natural Storm
Waters
Ex. Flood Plain Limit Lines Es
mt.
(Per D
B 669 P
G 271)
For The Drainage of Natural Storm
Waters
Ex. Flood Plain Limit Lines Es
mt.
10
0.6
2' )
In Pl. C
onc.
DI
145.2' In Pl. 15" C
onc. Pip
e
In Pl. M
etal
Grate
Top =
286.6
1'
Inv. In =
282.9
3'
Inv.
Out
= 282.4
0'
Tax# 8192-04-1881
DB1160 PG1572
42.1291 AC.
Inst. # 200708070090952
0.2401 AC.
Tax# 8092-95-2249
Inst. # 200807020064117
0.3054 AC.
Tax# 8092-95-3147
Inst. # 200111280126922
0.2374 AC.
Tax# 8092-95-3850
Inst. # 200412130210280
0.2794 AC.
Tax# 8092-95-5049
Tax# 8092-95-6653
Inst. # 200805120044927
0.2743 AC.
DB1109 P
G747
3.9
331
AC.
Tax# 819
2-0
5-0
069
DB17
77 P
G1114
4.6
69
AC.
Tax# 8092-9
5-0
166
Tax# 8192-04-1881
DB1160 PG1572
42.1291 AC.
Tele.
Box
Tele.
Box
TC
HH
WV
WV
V
T
TC
E
Tele.
Box
Elec.
Box
Elec.
Box
Elec. Ped.
UG. T
ele.
Box
Tele. Ped.
TV Ped.
LP
LP
Tele.
Box
LP
LP
Ele
c.
Box
Tele.
Box
E
T
EOI
EOI
EOI
EOI
EOI
To Loop
EOI
EOI
EOI
EOIE
OI
PRINCE WILLIAM COUNTY SCHOOL BOARD
PRINCE WILLIAM COUNTY SCHOOL BOARD
SERVICES LLCRELIEF REAL ESTATE
JORGE CANTERO
LORAN D & LYDIA L HATCHER
JOSE VELASQUEZ MICHAEL A MCGHEE
EPIP
HA
NY L
UT
HE
RA
N
CH
UR
CH
CE
CIL
D
HYLT
ON
ES
TA
TE
PRINCE WILLIAM
COUNTY SCHOOL BOARD
L
Dale Blvd. WB Rte. 784
Dale Blvd. EB Rte. 784
153
153
154
155
PT 15
5+6
9.4
4
156
157 158
PO
T 15
8+5
0.5
6
Curve WBDALE-1
PI = 152+96.15
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
WB Dale Blvd. Const. B STA 157+50.00
End Project No. 0784-076-050, PE-101, RW-201, M-501
31'
12'
51'
St'd MS-2 Req'd.
1
1
1
1
68.5'
27'
Sidewalk
4' Concrete
VDOT St'd. CG-6
Sidewalk
5' Concrete
15" Pipe 5-1
5-1A
15" Pipe
15" Pipe
5-2
St'd UD-2 Req'd.
VDOT St'd UD-2
IP-B
IP-B
IP-B
BMP-46" Pipe