s i c n is s emper tyra commonwealth of virginia · 2015-02-03 · ti o n (7 0 3) 2 5 9-2 3 5 5 (n...
TRANSCRIPT
STATEFEDERAL AID STATE
PROJECT PROJECTROUTE
VA.
DHV
V (MPH)
REVISED
PLAN NO. PROJECT FILE NO. SHEET NO.
PRIN
TS
SE
NT
TO
R/
W
DIV.
DIS
T.
EN
GR
RE
S.
EN
GR
CO
NS
TR.
EN
GR.
NO.
DA
TE
AD
VA
NC
E
PL
AN
S
AD
VA
NC
E
PL
AN
S
AD
VA
NC
E
PL
AN
S
CO
MP
LE
TE
D
PL
AN
S
CO
MP
LE
TE
D
PL
AN
S
CO
MP
LE
TE
D
PL
AN
S
FO
R
UTILITIE
S
VIRGINIA
SICSEMPER TYRANNI
S
SHEET
NO.
COMMONWEALTH OF VIRGINIADEPARTMENT OF TRANSPORTATION
PLAN AND PROFILE OF PROPOSEDSTATE HIGHWAY
CODE NO. 6010
STATE
PROJECT
NO.
SECTIONEQUALITIES
FEET
LENGTH INCLUDINGFEDERAL AID
PROJECT NO.FEET FEETMILES MILES
LENGTH EXCLUDINGTYPE
PROJECTDESCRIPTION
SCALE
BRIDGE(S) BRIDGE(S)TYPE
CODE
UPC
NO.
FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA
D (%) (design hour)
T (%) (design hour)
$DGNLEV
$DGN$
1
1
*
0STATE LINECOUNTY LINECITY,TOWN OR VILLAGERIGHT OF WAY LINEFENCE LINEUNFENCED PROPERTY LINEFENCED PROPERTY LINEWATER LINESANITARY SEWER LINEGAS LINEELECTRIC UNDERGROUND CABLETRAVELED WAYGUARD RAILRETAINING WALLRAILROADS
BASE OR SURVEY LINE
LEVEE OR EMBANKMENTBRIDGESCULVERTSDROP INLETPOWER POLESTELEPHONE OR TELEGRAPH POLESTELEPHONE OR TELEGRAPH LINESHEDGETREESHEAVY WOODSGROUND ELEVATIONGRADE ELEVATION
CONVENTIONAL SIGNS
30
+50
DATUM LINE
DATUM LINE
173
175
T/Tg
E
6" W
8" S
4" G
PLPL
DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION
AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT.
THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE
REGIONFHWA
3
WHERE OTHERWISE NOTED.
P-101
All Traffic Data Provided By VDOT
*
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
Prel. Engineering
WIDENED IN ACCORDANCE WITH STANDARD TC-5.11R EXCEPT
DEPARTMENT'S 2007 ROAD AND BRIDGE SPECIFICATIONS, 2008 ROAD AND
THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY AS AWARDED HAS BEEN
SEALED AND SIGNED USING DIGITAL SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN
ELECTRONIC FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY, INCLUDING
ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION
RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE THE GENERAL NOTES.
BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO THE
ALL CURVES ARE TO BE SUPERELEVATED, TRANSITIONED, AND
MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL AND AS AMENDED
BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC .PDF VERSION
OF THE PLAN ASSEMBLY.
ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW.
ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS
SIGNATURES, IS FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY.
THE ORIGINAL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL
Copyright 2013, Commonwealth of Virginia
LOUDOUN COUNTY
B-XXX
of Transportation
Virginia Department
99580
ROUTE 653 - COCHRAN MILL ROAD
Population 312,311 (2010 Census for Loudoun County)
100' 200'
40+00
45+00
RTE. 653 COCHRAN MILL RD.
BO
UN
DA
RY LIN
E
TO
WN
OF
LE
ES
BU
RG
NOV. 2013
PFI PLANS
PAR
KW
AY
RUSSELL B
RAN
CH
DATE DISTRICT ADMINISTRATOR
APPROVED FOR CONSTRUCTION
DATE
DATE DISTRICT PLANNING AND INVESTMENT MANAGER
FOR CONSTRUCTION
RECOMMENDED FOR APPROVAL
DATE DISTRICT ADMINISTRATOR
APPROVED FOR RIGHT OF WAY ACQUISITION
DATE
DATE DISTRICT PLANNING AND INVESTMENT MANAGER
RECOMMENDED FOR APPROVAL
FOR RIGHT OF WAY ACQUISITION
DISTRICT PROJECT DEVELOPMENT ENGINEER
DISTRICT PROJECT DEVELOPMENT ENGINEER
933.90 0.177 854.25 0.162
ST
A. 3
5+8
3.6
0
RO
UT
E 653
ST
A. 4
5+17.5
0
RO
UT
E 653
653
1,600
3,500
35%
NON-NHS, URBAN COLLECTOR - ROLLING - 40 MPH DESIGN SPEED, VDOT STD. GS-7
FHWA 534 DATA 4J015
FOR INDEX OF SHEETS SEE SHEET 1B
GEOPAK Computer Identification No. 99580
DESIGN PACKAGE (GEOPAK)
THIS PROJECT WAS DEVELOPED UTILIZING THE DEPARTMENT'S ENGINEERING
FROM: 0.107 MI. N. OF TUSCARORA CREEK
TO: 0.070 MI. S. OF TUSCARORA CREEK
See Plan and Profile Sheets For Horizontal And Vertical Design Speeds.
160
ADT 2037
ADT 2012
FROM: 0.107 MI. N. OF TUSCARORA CREEK
TO: 0.070 MI. S. OF TUSCARORA CREEK
55%
TO DULLES GREENWAY
TO
LEESBUR
G
N/A
TO: 0.070 MI. S. OF TUSCARORA CREEK
FROM: 0.107 MI. N. OF TUSCARORA CREEK
TUS
CA
RO
RA
CR
EE
K
L
TUSCARORA CREEK
POC STA 41+49.92 RTE. 653 B
DESCRIPTION REFERENCE
35+00
PR
OJE
CT
MA
NA
GE
R
SU
RV
EY
ED
BY,
DA
TEBria
n
Morris
on, P
E, (7
03) 259-2
606
DE
SIG
N
BY
HN
TB
Corporation (7
03) 824-5
100
DE
SIG
N
SU
PE
RVIS
ED
BY
Daniel Staron, P
E, (7
03) 824-5
100
NOTE: PROJECT LENGTH BASED ON ROUTE 653 BASELINE
3
4
PROJECT 0653-053-6042, P-101
0653-053-6042
For Section Numbers
See Tabulation Below
P-101
(NFO) 0653-053-6042,
99580 N/A 933.90 0.177 854.25 0.162 Prel. Engineering
99580 N/A 933.90 0.177 854.25 0.162 Prel. Engineering
99580 N/A 933.90 0.177 854.25 0.162 Prel. Engineering
R-201
C-501
B-XXX
0653-0
53-6
042
COCHRAN MILL ROAD
RTE. 653
Vir
ginia
Departm
ent of Transportation (7
03) 259-2
355 (N
OV
A
District)
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001a.d
gn
11/22/2013
4:12:4
3
PM
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001a.dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
1A
1"=1000'-0"
PROJECT LOCATION MAP
1A
7
TO TYSONS CORNER
TO LEESB
URG
CR
OSSTR
AIL BLVD.
RIV
ERSID
E P
KW
Y.
653 659
POT
OM
AC RIV
ER
MAR
YLAN
D
VIR
GINIA
BR
AN
CH P
KW
Y.
RUSS
ELL
GO
OS
E
CR
EE
K
CREEK
TUSCARORA
643
267
15
SYC
OLIN
RD.
COCH
RAN
MIL
L R
D.
BE
LM
ONT
RID
GE
RD.
901
CL
AIB
OR
NE
PK
WY.
653
RIV
ER
CR
EE
K P
KW
Y.
0 1000' 2000'
SCALE
653
0653-053-6042,P-101
PROJECT
1B
INDEX OF SHEETS
1B
NONE
TITLE SHEET1
1C
1D
1E
1G
2
TYPICAL SECTIONS
GENERAL NOTES
DESCRIPTIONSHEET NO. STATIONS
1A
1B INDEX OF SHEETS
(NOT USED)
3
PROJECT LOCATION MAP
RIGHT OF WAY DATA
1L EXISTING STORM DRAIN TABULATIONS
ROADWAY PLAN AND PROFILE
ROADWAY PLAN AND PROFILE
(NOT USED)
1 --
3 --
5 --
6 --
7 --
TRANSVERSE SECTION
ABUTMENT DETAILS
BENT DETAILS
CROSS SECTIONS --
4
4 --
2 --
1F SURVEY ALIGNMENT DATA
1K(1)
1K(2)
1K(3) MAINTENANCE OF TRAFFIC PLAN
MAINTENANCE OF TRAFFIC PLAN
MAINTENANCE OF TRAFFIC PLAN PHASE 1
PHASE 2
PHASE 3
STA. 35+83.60 RTE. 653 TO STA. 40+50.00 RTE. 653
STA. 40+50.00 RTE. 653 TO STA. 45+17.50 RTE. 653
TITLE SHEET: PLAN, PROFILE, AND GENERAL NOTES
SEQUENCE OF CONSTRUCTION - 1
SEQUENCE OF CONSTRUCTION - 2
ESTIMATED QUANTITIES AND INDEX OF SHEETS
(NOT USED)1H
(NOT USED)1J
(NOT USED)1M
1 - 3
BRIDGE PLANS
ALIGNMENT DATA SHEET
2A(1) - 2A(2)
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001b.d
gn
11/22/2013
4:12:4
5 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001b.dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
LANDOWNERTOTAL
PERMANENT TEMPORARYUTILITY
ACRES OR SQUARE FEET
FEE TAKING FEE REMAINDER
AREA
EASEMENTSNO.
PARCEL
NO.
SHEET
R/W
PRESCRIPTIVE
SQ. FEET
ACRES OR
SQ. METERS
OR
HECTARES/
SQ. FEET
ACRES OR
SQ. METERS
OR
HECTARES/
SQ. FEET
ACRES OR
SQ. METERS
OR
HECTARES/
SQ. FEET
ACRES OR
SQ. METERS
OR
HECTARES/
SQ. FEET
ACRES OR
SQ. METERS
OR
HECTARES/
SQ. FEET
ACRES OR
SQ. METERS
OR
HECTARES/
SQ. FEET
ACRES OR
SQ. METERS
OR
HECTARES/
YES / NO
PROFFERS
RIGHT OF WAY DATA
0.0370 AC.
SCENIC RIVER GOLF L.L.C. 0.2858 AC.
003
002
NONE
1C
1C
106.32 AC.3, 4
TEMPORARY (ENTRANCES)
UPC No.: 99580
City/County: Loudoun County
004 LUCK STONE CORPORTATION 0.0182 AC. 135.0387
SPRINGFIELD EAST L.C.
0.1374
0.1257
0.2933
3, 4
4
21.62 AC.
135.0569 AC.
106.03
24.58
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001c.d
gn
11/22/2013
4:12:4
7 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001c.dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
To Convert Va. State Plane Coordinates NAD 83 Metric Values to Va. D. O. T. Project Coordinates.
Reduce the Eastings 2. 5 Million Meters and the South and North Zone Northings by 1 and 2 Million Respectively.
Multiply by the U. S. Survey Foot (3. 28083333333) .
Multiply These Values by the Combined Scale and Elevation Factor ( 1. ) for this County.
A Reverse of this Procedure will Transform VDOT Project Coordinates to NAD 83 Values.
Note:
3.
2.
1.
SURVEY ALIGNMENTS
1F
SURVEY ALIGNMENT DATA
1F
POINT STATION BEARING PROJECT COORDINATES
ID. NORTH (Y) EAST (X)
Rte. 653 - Cochran Mill Rd
SS 100+00.000 517,099.446 3,560,373.924
N 19° 08' 21" W
PI 106+04.043 517,670.100 3,560,175.880
N 23° 44' 40" W
PI 112+94.686 518,302.280 3,559,897.787
N 77° 55' 42" W
PI 117+34.047 518,394.166 3,559,468.142
ELEVATION (Z) DESCRIPTION
248.20'
222.58'
221.35'
239.60'
Iron Rod w/Cap
Iron Rod w/Cap
Iron Rod w/Cap
Iron Rod w/Cap
NONE
1 - Sty.
Met. Bld
g.
GPS 2
To Sta 112+94.686
VEPCO #B2328 NA86Power Pole
133.6'
33.7'
31.2'
12" CM Pipe
Conc. Ditch
Soil Tee Box Area
Asphalt E
nt.
Hedgerow
36" Maple
Sprinkler
Rte. 653 - Cochran Mill Rd
Asphalt Pavement
PI 106+04.04
Asphalt Ent.
Asphalt Ent.
Metal Sign
VEPCO #F11Power Pole
6' Chain Link Fence
VEPCO #B2327 0026Power Pole
To Sta 106+04.04389.2'18.
2'
GPS 1SS 100+00.000
Asphalt E
nt.
4'Split Rail Fence
Rte. 653 - Cochran Mill Rd
Asphalt E
nt.
Woods
E
Iron Rod w/Cap
Iron Rod w/Cap
Virginia Department of Transportation Horizontal Control
Virginia State Plane Coordinates - NAD 83 Metric Values
LD-200 (REV. 8/2000)
* *Sketch and Detailed Description Below
Coordinates
VDOT Project Coordinates to NAD 83 Metric Plane
Reverse This Procedure to Transform
Zone North
values, use the following formula.
To convert state plane metric units to VDOT project
2. Multiply These Values by the U. S. Survey Foot (3.280833333)
Values By 1 and 2 Million Respectively.
Meters. The South and North Zone Northing Metric
1. Reduce the Easting Metric Values By 2.5 Million
DETAILED SKETCH
VDOT Project CoordinatesControl Station I. D. GPS - 1 Project
Route 653 City/County Loudoun Date 10-22-2012
Established By VDOT
Vertical Datum Based On NAVD88 Geoid 12A
Horizontal Datum Based On NAD83
Azimuth to Station
Latitude: 39° 04' 56.61378"
Longitude: 77° 30' 57.11408"
Geoid Separation (N) :
Ellipsoid Height (h) : 43.394 (WGS 84)
Control Based On: Station (Name or PID) or
Project (Monument No. ) Order:
East (X) 3585149.885 m
North (Y) 2157604.346 m
Ortho. Elevation (H) 75.652 m
East (X) 3560373.9242 ft.
North (Y) 517099.4455 ft.
Elevation 248.20 ft.
Horizontal Closure
Elevation Factor ( 1.00005 ) for the County.
3. Multiply These Values by Combined Scale and
Virginia Department of Transportation Horizontal Control
Virginia State Plane Coordinates - NAD 83 Metric Values
LD-200 (REV. 8/2000)
* *Sketch and Detailed Description Below
Coordinates
VDOT Project Coordinates to NAD 83 Metric Plane
Reverse This Procedure to Transform
Zone North
values, use the following formula.
To convert state plane metric units to VDOT project
2. Multiply These Values by the U. S. Survey Foot (3.280833333)
Values By 1 and 2 Million Respectively.
Meters. The South and North Zone Northing Metric
1. Reduce the Easting Metric Values By 2.5 Million
DETAILED SKETCH
VDOT Project CoordinatesControl Station I. D. GPS - 2 Project
Route 653 City/County Loudoun Date 10-22-2012
Established By VDOT
Vertical Datum Based On NAVD88 Geoid 12A
Horizontal Datum Based On NAD83
Azimuth to Station
Latitude: 39° 05' 02.27454"
Longitude: 77° 30' 59.54784"
Geoid Separation (N) :
Ellipsoid Height (h) : 35.634 (WGS 84)
Control Based On: Station (Name or PID) or
Project (Monument No. ) Order:
East (X) 3585089.524 m
North (Y) 2157778.273 m
Ortho. Elevation (H) 67.843 m
East (X) 3560175.8799 ft.
North (Y) 517670.0995 ft.
Elevation 222.58 ft.
Horizontal Closure
Elevation Factor ( 1.00005 ) for the County.
3. Multiply These Values by Combined Scale and
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001f.d
gn
11/22/2013
4:12:4
8 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001f.dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001g.d
gn
11/22/2013
4:12:4
9 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001g.dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
B RTE. 653L
1G
1G
1"=50'-0"
0
SCALE
50' 100'
BSURVEY L
E 3,559,737.6973
N 518,357.8153
STA. 35+83.60 RTE. 653
BEGIN PROJECT
Beginning chain P653 description
===============================================================================
Point P1 N 518,395.2416 E 3,559,171.1441 Sta 30+00.00
Course from P1 to PC P653-1 N 79° 48' 18.67" E Dist 176.4830
Curve Data
*----------*
Curve P653-1
P.I. Station 36+60.61 N 518,512.1668 E 3,559,821.3249
Delta = 79° 42' 13.35" (RT)
Degree = 9° 52' 42.90"
Tangent = 484.1277
Long Chord = 743.3335
Mid. Ord. = 134.7317
P.C. Station 31+76.48 N 518,426.4783 E 3,559,344.8407
C.C. N 517,855.6356 E 3,559,447.4982
Back = N 79° 48' 18.67" E
Ahead = S 20° 29' 27.98" E
Chord Bear = S 60° 20' 34.65" E
Curve Data
*----------*
Curve P653-2
P.I. Station 42+62.43 N 517,797.2168 E 3,560,088.5073
Delta = 6° 41' 51.57" (LT)
Degree = 1° 12' 04.21"
Tangent = 279.1153
Length = 557.5949
Radius = 4,770.0000
External = 8.1592
Long Chord = 557.2775
Mid. Ord. = 8.1453
C.C. N 519,728.4671 E 3,564,458.9852
Back = S 20° 29' 27.98" E
Ahead = S 27° 11' 19.55" E
Chord Bear = S 23° 50' 23.76" E
Curve Data
*----------*
Curve P653-3
P.I. Station 46+54.77 N 517,447.6634 E 3,560,268.0667
Delta = 5° 38' 45.84" (RT)
Degree = 2° 28' 53.08"
Tangent = 113.8594
Length = 227.5345
Radius = 2,309.0000
External = 2.8056
Long Chord = 227.4425
Mid. Ord. = 2.8022
C.C. N 516,493.9056 E 3,558,162.1723
Ahead = S 21° 32' 33.71" E
Chord Bear = S 24° 21' 56.63" E
Course from PT P653-3 to P2 S 21° 32' 33.71" E Dist 131.5542
Point P2 N 517,219.3934 E 3,560,358.1812 Sta 49+00.00
===============================================================================
Ending chain P653 description
653-1
653-2
653-3
PC 80+0
0.0
0
81
82
PT 82
+50.0
0
L
Ending chain B653 description
===============================================================================
Chord Bear = S 22° 47' 13.08" E
Ahead = S 24° 16' 54.65" E
Back = S 21° 17' 31.51" E
C.C. N 519,728.4671 E 3,564,458.9852
P.T. Station 82+50.00 N 517,758.2852 E 3,560,091.8277
P.C. Station 80+00.00 N 517,988.7469 E 3,559,995.0122
Mid. Ord. = 1.6306
Long Chord = 249.9716
External = 1.6311
Radius = 4,791.0000
Length = 250.0000
Tangent = 125.0284
Degree = 1° 11' 45.26"
Delta = 2° 59' 23.14" (LT)
P.I. Station 81+25.03 N 517,872.2528 E 3,560,040.4129
Curve B653
*----------*
Curve Data
===============================================================================
Beginning chain B653 description
B653
ROUTE 653 ROUTE 653 BRIDGE
POC STA. 40+50.00 RTE. 653, 21.00' RT
PC STA. 80+00.00 RTE. 653 BRIDGE =
POC STA. 42+98.90 RTE. 653, 21.00' RT
PT STA. 82+50.00 RTE. 653 BRIDGE =
E 3,560,0205.3956
N 517,569.7927
STA. 45+17.50 RTE. 653
END PROJECT
P.R.C. Station 39+83.32 N 518,058.6715 E 3,559,990.7996
P.R.C. Station 45+40.91 N 517,548.9420 E 3,560,216.0416
P.R.C. Station 39+83.32 N 518,058.6715 E 3,559,990.7996
Radius = 580.0000 P.R.C. Station 45+40.91 N 517,548.9420 E 3,560,216.0416
Length = 806.8334
Back = S 27° 11' 19.55" E
External = 175.4996 PT Station 47+68.45 N 517,341.7577 E 3,560,309.8752
(SEE BRIDGE PLANS)
B RTE. 653 BRIDGE
ALIGNMENT DATA SHEET
115
N 77° 5
5' 42"
W
114
113
PI 112+94.69
112 111
110
109
108
N 23° 44' 40" W
107
PI 10
6+0
4.0
410
6 105 104 10
3
N 19° 08' 21" W
102 101 100
SS 10
0+0
0.0
0
36
37
38
39
PR
C 39+8
3.3
2
40
41
42 43 44 45
PR
C 45+4
0.9
1
46 47
PT 47+6
8.4
5
48
49
36
37
38
39
PR
C 39+8
3.3
2
40
41
42 43 44 45
PR
C 45+4
0.9
1
46 47
PT 47+6
8.4
5
48
49
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001k(1).dgn
11/22/2013
4:12:5
1 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001k(1).dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
1K(1)
1"=50'-0"
MAINTENANCE OF TRAFFIC PLANPHASE 1
1K(1)
0
SCALE
50' 100'
31
PC 31+76.48
32
33
34
35
36
37
38
39
PR
C 39+8
3.3
2
40
41
42 43 44 45
PR
C 45+4
0.9
1
46 47
PT 47+6
8.4
5
48
31
PC 31+76.48
32
33
34
35
36
37
38
39
PR
C 39+8
3.3
2
40
41
42 43 44 45
PR
C 45+4
0.9
1
46 47
PT 47+6
8.4
5
48
PERMANENT CONSTRUCTION IN THIS PHASE
INDICATES TRAFFIC LANES
LEGEND
GROUP 2 CHANNELIZING DEVICES FOR TRAFFIC CONTROL
DETOUR CONSTUCTION IN THIS PHASE
DETOUR CONSTUCTION COMPLETED IN PREVIOUS PHASE
PERMANENT CONSTRUCTION COMPLETED IN PREVIOUS PHASE
TRAFFIC BARRIER SERVICE CONCRETE, DOUBLE-FACED
TEMPORARY SHEET PILING
ATTENUATOR SERVICE
TEMPORARY IMPACT
ATTENUATOR SERVICE
TEMPORARY IMPACT
PILING
SHEET
TEMPORARY
TEMPORARY BRIDGE
ATTENUATOR SERVICE
TEMPORARY IMPACT
PAVEMENT
INSTALL TEMPORARY
BARRICADE
TYPE 3
TIMES DURING CONSTRUCTION
MAINTAIN ACCESS AT ALL
PAVEMENT
INSTALL TEMPORARY
20' TYP.
COCHRAN MILL RD.
RTE. 653
RUS
SELL B
RANCH
PAR
KWAY
BL RTE 653
MILL ROAD
RTE 653 COCHRAN
LUCK STONE CORPORATION
COUNTRY CLUB
GOOSE CREEK
CR
EE
K
TUS
CA
RO
RA
CONSTRUCTION.REQUIRED FOR PHASE 2TEMPORARY SHEET PILINGNECESSARY TO ACCOMMODATE2) TRAFFIC WILL BE SHIFTED AS
CONSTRUCTED.WHILE TEMPORARY BRIDGE IS1) TRAFFIC WILL USE EXISTING BRIDGE
TRAFFIC PATTERN DURING PHASE 1:
STATION 39+60.SHOWN FROM STATION 38+00 TO AND INSTALL TEMPORARY PAVEMENT AS3) REMOVE PORTIONS OF EXISTING ISLAND
SERVICE IN PREPARATION FOR PHASE 2.2) INSTALL TEMPORARY CONCRETE BARRIER
APPROACH ROADWAY WORK,1) CONSTRUCT TEMPORARY BRIDGE AND
CONSTRUCTION ACTIVITIES DURING PHASE 1:
LIMITS OF CONSTRUCTION.6) CONTRACTOR SHALL ERADICATE ANY CONFLICTING PAVEMENT MARKINGS OUTSIDE THE
ALL PHASES OF CONSTRUCTION. 5) THE CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS PROVIDED THOUGHOUT
SUBSEQUENT PHASE(S) OF WORK.MOT PHASE IS TO BE SCHEDULED AND PHASED TO OCCUR UNDER TRAFFIC DURING 4) ALL ANCILIARY CONSTRUCTION WORK AND WORK NOT SHOWN AS INCLUDED IN A DEFINED
3) CONTRACTOR SHALL VERIFY LIMITS OF TEMPORARY SHEET PILING.
ELEMENTS OF THE PROJECT. AND IS ONLY INCLUDED TO DEMONSTRATE THE CONSTRUCTABILITY OF THE PRIMARY 2) MOT PHASING AND CONSTRUCTION SEQUENCING SHOWN IN THESE PLANS IS SUGGESTED,
IDENTIFIED ON THE TITLESHEET OF THE PLAN SET.1) ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES
MOT GENERAL NOTES:
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001k(2).dgn
11/22/2013
4:12:5
2 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001k(2).dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
1K(2)
1"=50'-0"
MAINTENANCE OF TRAFFIC PLANPHASE 2
1K(2)
0
SCALE
50' 100'
40' SP. TYP.
31
PC 31+76.48
32
33
34
35
36
37
38
39
PR
C 39+8
3.3
2
40
41
42 43 44 45
PR
C 45+4
0.9
1
46 47
PT 47+6
8.4
5
48
31
PC 31+76.48
32
33
34
35
36
37
38
39
PR
C 39+8
3.3
2
40
41
42 43 44 45
PR
C 45+4
0.9
1
46 47
PT 47+6
8.4
5
48
PERMANENT CONSTRUCTION IN THIS PHASE
INDICATES TRAFFIC LANES
LEGEND
GROUP 2 CHANNELIZING DEVICES FOR TRAFFIC CONTROL
DETOUR CONSTUCTION IN THIS PHASE
DETOUR CONSTUCTION COMPLETED IN PREVIOUS PHASE
PERMANENT CONSTRUCTION COMPLETED IN PREVIOUS PHASE
TRAFFIC BARRIER SERVICE CONCRETE, DOUBLE-FACED
TEMPORARY SHEET PILING
ATTENUATOR SERVICE
TEMPORARY IMPACT
TO REMAIN
EXISTING STOP BAR
TEMPORARY TRAFFIC SIGNAL
APPROXIMATE LOCATION OF
TEMPORARY TRAFFIC SIGNAL
APPROXIMATE LOCATION OFATTENUATOR SERVICE
TEMPORARY IMPACT
INSTALLED IN PHASE 1
TEMPORARY SHEET PILING
BARRICADES
TYPE 3
TYPE 3 BARRICADES
BARRICADES
TYPE 3
SEE NOTE 6 (TYP.)T
AP
ER
BL RTE 653
RUS
SELL B
RANCH
PAR
KWAY
COCHRAN MILL RD.
RTE. 653
CR
EE
K
TUS
CA
RO
RA
MILL ROAD
RTE 653 COCHRAN
LUCK STONE CORPORATION
COUNTRY CLUB
GOOSE CREEK
LOCATED AT STATION 43+50 RIGHT.3) CONSTRUCT PROPOSED DRIVEWAY.
ROADWAY AND SHARED USE PATH.2) CONSTRUCT RIGHT SIDE OF APPROACH
1) CONSTRUCT ENTIRE PROPOSED BRIDGE.
CONSTRUCTION ACTIVITIES DURING PHASE 2:
ZONE.PRIOR TO ENTERING THE WORKWILL MERGE INTO ONE LANE3 TRAFFIC TRAVELING SOUTHBOUND
PHASE.SYSTEM IS REQUIRED FOR THIS2) A TEMPORARY TRAFFIC SIGNAL
CONSTRUCTED IN PHASE 1. WILL USE TEMPORARY BRIDGE1) ALTERNATING ONE-WAY TRAFFIC
TRAFFIC PATTERN DURING PHASE 2:
6) CONTRACTOR SHALL INSTALL TEMPORARY STOP BARS.
LIMITS OF CONSTRUCTION.5) CONTRACTOR SHALL ERADICATE ANY CONFLICTING PAVEMENT MARKINGS OUTSIDE THE
ALL PHASES OF CONSTRUCTION. 4) THE CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS PROVIDED THOUGHOUT
SUBSEQUENT PHASE(S) OF WORK.MOT PHASE IS TO BE SCHEDULED AND PHASED TO OCCUR UNDER TRAFFIC DURING 3) ALL ANCILIARY CONSTRUCTION WORK AND WORK NOT SHOWN AS INCLUDED IN A DEFINED
ELEMENTS OF THE PROJECT. AND IS ONLY INCLUDED TO DEMONSTRATE THE CONSTRUCTABILITY OF THE PRIMARY 2) MOT PHASING AND CONSTRUCTION SEQUENCING SHOWN IN THESE PLANS IS SUGGESTED,
IDENTIFIED ON THE TITLESHEET OF THE PLAN SET.1) ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES
MOT GENERAL NOTES:
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001k(3).dgn
11/22/2013
4:12:5
4 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001k(3).dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
1K(3)
1"=50'-0"
MAINTENANCE OF TRAFFIC PLANPHASE 3
1K(3)
0
SCALE
50' 100'
31
PC 31+76.48
32
33
34
35
36
37
38
39
PR
C 39+8
3.3
2
40
41
42 43 44 45
PR
C 45+4
0.9
1
46 47
PT 47+6
8.4
5
48
31
PC 31+76.48
32
33
34
35
36
37
38
39
PR
C 39+8
3.3
2
40
41
42 43 44 45
PR
C 45+4
0.9
1
46 47
PT 47+6
8.4
5
48
PERMANENT CONSTRUCTION IN THIS PHASE
INDICATES TRAFFIC LANES
LEGEND
GROUP 2 CHANNELIZING DEVICES FOR TRAFFIC CONTROL
DETOUR CONSTUCTION IN THIS PHASE
DETOUR CONSTUCTION COMPLETED IN PREVIOUS PHASE
PERMANENT CONSTRUCTION COMPLETED IN PREVIOUS PHASE
TRAFFIC BARRIER SERVICE CONCRETE, DOUBLE-FACED
TEMPORARY SHEET PILING
TEMPORARY TRAFFIC SIGNAL
APPROXIMATE LOCATION OF
TEMPORARY TRAFFIC SIGNAL
APPROXIMATE LOCATION OF
ATTENUATOR SERVICE
TEMPORARY IMPACT
ATTENUATOR SERVICE
TEMPORARY IMPACT
ATTENUATOR SERVICE
TEMPORARY IMPACT
BARRICADES
TYPE 3
SEE NOTE 7 (TYP.)SEE NOTE 6
COCHRAN MILL RD.
RTE. 653
RUS
SELL B
RANCH
PAR
KWAY
CR
EE
K
TUS
CA
RO
RA
LUCK STONE CORPORATION
MILL ROAD
RTE 653 COCHRAN
COUNTRY CLUB
GOOSE CREEK
BL RTE 653
DETOUR CONSTRUCTION.2) REMOVE TEMPORARY BRIDGE AND
APPROACH ROADWAY.1) CONSTRUCT NORTHBOUND LANE AND
CONSTRUCTION ACTIVITIES DURING PHASE 3:
ZONE.PRIOR TO ENTERING THE WORKWILL MERGE INTO ONE LANE3) TRAFFIC TRAVELING SOUTHBOUND
PHASE.SYSTEM IS REQUIRED FOR THIS2) A TEMPORARY TRAFFIC SIGNAL
SIDE CONSTRUCTED IN PHASE 2.WILL TRAVEL ON THE SOUTHBOUND1) ALTERNATING ONE-WAY TRAFFIC
TRAFFIC PATTERN DURING PHASE 3:
STOP BARs.7) CONTRACTOR SHALL INSTALL TEMPORARY
MILL ROAD AT ALL TIMES DURING THIS PHASE.6) CONTRACTOR SHALL PROVIDE ACCESS TO COCHRAN
LIMITS OF CONSTRUCTION.5) CONTRACTOR SHALL ERADICATE ANY CONFLICTING PAVEMENT MARKINGS OUTSIDE THE
ALL PHASES OF CONSTRUCTION. 4) THE CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IS PROVIDED THOUGHOUT
OF WORK.BE SCHEDULED AND PHASED TO OCCUR UNDER TRAFFIC DURING SUBSEQUENT PHASE(S) MOT PHASE IS TO3) ALL ANCILIARY CONSTRUCTION WORK AND WORK NOT SHOWN AS INCLUDED IN A DEFINED
ELEMENTS OF THE PROJECT. AND IS ONLY INCLUDED TO DEMONSTRATE THE CONSTRUCTABILITY OF THE PRIMARY 2) MOT PHASING AND CONSTRUCTION SEQUENCING SHOWN IN THESE PLANS IS SUGGESTED,
IDENTIFIED ON THE TITLESHEET OF THE PLAN SET.1) ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES
MOT GENERAL NOTES:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
Inv. Out = 296. 62'
In Pl. 39' - 18" CM Pipe
In Pl. Conc. Headwall16
17
18
19
20
21
22
23
24
25
30
31
32
EXISTING STORM DRAIN TABULATIONS
Inv. In = 227.73'
Conc. Headwall
Inv. Out = 224. 36'
Inv. In = 224.61' (24" from West)
Inv. In = 224. 75' (24" from NE)
Top = 229. 48'
In Pl. SSMH
In Pl. Conc. DI
Inv. Out = 226. 43'
Inv. In = 226. 59'
Top = 232. 18'
In Pl. SSMH
In Pl. Conc. DI
Inv. Out = 225. 21'
Inv. In = 225. 35'
Top = 231. 02'
In Pl. SSMH
In Pl. Conc. DI (Median)
Inv. Out = 223.84'
Inv. In = 224.01'
Top = 229. 14'
In Pl. Metal Grate
In Pl. Conc. DI
Inv. Out = 222. 71'
Inv. In = 222. 93'
In Pl. SSMH
Top = 230. 47'
Inv. Out = 218. 52'
Top = 222. 76'
In Pl. SSMH
In Pl. Conc. DI
Inv. Out = 217. 07'
Inv. In = 217. 26'
Top = 221. 66'
In Pl. Conc. DI (Median)
In Pl. SSMH
Inv. Out = 213. 10'
Inv. In = 215. 43'
Top = 220. 03'
In Pl. SSMH
In Pl. Conc. DI
Inv. Out = 215. 60'
Top = 218. 11'
In Pl. Conc. DI
In Pl. Metal Grate
Inv. Out 214. 71'
Inv. Out = 221. 98'
Inv. In = 222. 06'
Top = 229. 09'
In Pl. SSMH
Inv. Out = 207. 70'
Inv. In = 207. 92'
Top = 213. 42'
In Pl. SSMH
In Pl. Conc. DI
Inv. Out = 220. 83'
Inv. In = 220. 99'
In Pl. SSMH
Top = 230. 90'
Inv. Out = 205 84'
Inv. In = 205. 94'
Top = 211. 84'
In Pl. SSMH
In Pl. Conc. DI
26
27
28
29
Inv. Out = 206. 54'
Inv. In = 206. 64'
In Pl. SSMH
Top = 211. 06'
In Pl. Conc. DI
Inv. Out = 219. 82'
Conc. Wingwall
Weir Inv. = 224. 20'
Weir Inv. = 221. 35'
Weir Inv. = 224. 20'
Conc. Weir
Conc. Wingwall
Inv. Out = 204. 40'
Inv. Out = 222. 46'
In Pl. 12" CM Pipe
Inv. In = 225. 97'
Inv. Out = 217. 04'
Inv. Out = 224. 64'
Top = 228. 63'
In Pl. Conc. DI
In Pl. Metal Grate
Inv. In = 205. 24'
In Pl. 12" CM Pipe
Inv. Out = 204. 83'
Inv. Out = 235. 53'
Inv. Out = 240. 65'
In Pl. 12" CM Pipe
Inv. In = 241. 20'
In. Out = 235. 53'
Inv. Out = 236. 29'
Inv. In = 237. 61'
Top = 241. 32'
In Pl. SSMH
In Pl. Conc. DI
Inv. Out = 241. 09'
Inv. In = 241. 17'
Top = 245. 46'
In Pl. SSMH
In Pl. Conc. DI
Inv. Out = 244. 25'
Inv. In = 244. 48'
Top = 247. 16'
In Pl. Metal Grate
Inv. In = 245.96'
Inv. Out = 247.57'
Inv. In = 249.32'
1L
1L
NONE
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958001l.d
gn
11/22/2013
4:12:5
5 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958001l.dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
GENERAL NOTES
P-2
of the theoretical maximum density.
the design depth. The weight of the asphalt concrete is based on 95%
aggregates and the asphaltic content of the mix actually used to secure
The weight will vary in accordance with the specific gravity of the
The pavement materials on this project will be paid for on a tonnage basis.
I-20
copies or prints of specific layers.
Portions of this plan assembly have been CADD generated. To assist
the prime contractor after award of the contract.
in the construction of the project electronic files will be available to
The Official Electronic .pdf Version of the plans will override the paper
.pdf files and Microstation format (.dgn) files. Only the .pdf files will be
considered as part of the official plan assembly.
I-21
The Microstation format (.dgn) files are furnished only as information for the
contractor. These plans are developed in layers (levels) to aid in readability.
However, the construction items may or may not be in the proper layering
scheme as described in the VDOT CADD Manual. The Microstation files
will only match the scanned files if all levels are turned on. A Microstation
Software license is required to be able to read these files.
All electronic plan assemblies will include the construction plans in two formats:
DRAINAGE
GENERAL
D-2
D-1
Vertical Control based on 1929 NGVD.
Horizontal Control based on Virginia North Zone Coordinates NAD 1983.
GRADING
The grade line denotes top of finished pavement unless shown otherwise G-1on typical sections or plans.
G-4 The cost of removal of all existing concrete items located in the area to be graded, including, but not limited to the following, shall be included in the price
special design bridges and storm sewer systems.
approximate only, with the exception of structures showing specific stations,
The horizontal location of all drainage structures shown on these plans is
culvert or storm sewer outfall pipe.
approval from, the applicable District Drainage Engineer before installing the
sewer outfall pipe is to be placed, the Engineer shall confer with, and get
location or elevations of the stream or swale in which the culvert or storm
or invert elevations shown on the plans differ significantly from the horizontal
design criteria. If, during construction, it is found that the horizontal location
and storm sewer outfall pipes are based on existing survey data and required
The horizontal location and invert elevations shown for proposed culverts
D-3
D-6
D-10
the specifications for the proposed riprap.
consolidated boulders with soundness, size and weight equal to, or exceeding,
for placement of riprap is found to be comprised of solid rock or closely
The proposed riprap may be omitted by the Engineer if the slope designated
D-12
D-13
D-14
Standard Drop Inlets for the type specified.
in the VDOT Road and Bridge Standards shall be considered and paid for as
Proposed drop inlets with a height (H) less than the standard minimum shown
by the contractor from field conditions.
finsished grade. The actual "H" or "L.F." dimensions are to be determined
structure and the anticipated top (rim) elevation based on existing or proposed
purposes and are based on the proposed invert elevations shown for the
and the "L.F." dimensions shown for manholes are for estimating
The "H" dimensions shown on the plans for drop inlets and junction boxes
Backfill.
Bridge Standard PP-1. Basis of Payment will be in C.Y. of Flowable
place, backfilled and plugged in accordance with the VDOT Road and
All existing drainage facilities labeled "To Be Abandoned" shall be left in
Forces (VDOT-Maintenance) as directed and coordinated by the Engineer.
and designated on the plans "To Be Cleaned Out", shall be cleaned by State
Existing drainage facilities being utilized as a part of the drainage system,
INCIDENTALS
I-6the Engineer.Certain trees shall be preserved as noted on plans or as directed by
I-7 Where Standard slope roundoffs would damage trees, bushes or other de- sirable vegetation, they shall be omitted when so ordered by the Engineer.
All pavement markings and traffic flow arrows shown on the roadway con-struction plans are schematic only. The actual location and application
I-18
VDOT Road and Bridge Specifications, MUTCD, sequence of construction/
directed by the Engineer.
of pavement markings shall be in accordance with Section 704 of the applicable
I-19 The following sources, under contract with VDOT, have provided informationon this project:
Clearing and grubbing shall be confined to those areas needed for con-struction. No trees or shrubs in ungraded areas shall be cut without
I-8A
PAVEMENT
EROSION AND SEDIMENT CONTROL
E-1 If the removal of Brush Silt Barrier is specified by the plans or required
with Section 109 of the applicable VDOT Road and Bridge Specifications.
by the Engineer, the cost of removal and disposal of brush shall be in accordance
E-2
and Riprap shall be in accordance with Section 203 and Section 414
of the applicable VDOT Road and Bridge Specifications.
Rock for Check Dams, Inlet Protection, Erosion Control Stone
E-3 The following symbols are used to depict Erosion Control items in the
plan assembly:
DD
TFB
EC-3B
EC-2
EC-3A
EC-3C
RCD-1
RCD-2
Denotes Temporary Filter Barrier, St'd EC-5
Denotes Temporary Diversion Dike, St'd EC-9
Denotes Rock Check Dam, Type I; St'd EC-4
Denotes Rock Check Dam, Type II; St'd EC-4
Denotes Soil Stabilization Mat. St'd. EC-3 Type A, B or C
Denotes Protective Covering, St'd. EC-2
IP-A
IP-B
Denotes Inlet Protection, Type A; St'd EC-6
Denotes Inlet Protection, Type B; St'd EC-6
D-16 When CG-6 or CG-7 is specified on a radius (such as at a street inter-
section), the Engineer may approve a decrease in the cross slope of the
gutter to facilitate proper drainage.
I-12 St'd. RM-2 right of way monuments shall be set by the Contractor.
I-13
the property of the Department and the Contractor shall deliver and
store, at no additional cost to the Department, the unused materials at
Salvaged guardrail materials not used in the new construction shall become
the Department's maintenance yard at ________________________
during the Department's normal working hours.
- HNTB Corporation Hydraulic Design
Signing, Lighting & TMS
Roadway Design
Survey
Add. Survey
Cartography
Bridge Design
- HNTB Corporation
-
-
- HNTB Corporation
Utility Designation
Utility Location
If questions or problems arise during construction, please contact the
Project Designer. Do not contact the outside sources.
STORMWATER MANAGEMENT
2
2
S-5
costs shall be included under Construction Surveying
Professional Engineer or Land Surveyor registered in the State of Virginia. All
the project. These drawings shall be signed and sealed by the Licensed
outlet structure dimensions and elevations, etc as they exist at the completion of
facilities. The 'As-Built' drawings shall show the actual finished ground contours,
The Contractor shall provide 'As-Built' drawings of all stormwater management
As-Built Drawing of Stormwater Management Facilities
D-8 Where open joint pipe is to be used, no joint shall be opened a distance
exceeding 25% of the spigot length. Sealing of the pipe joint shall be in
Specifications.
accordance with Section 302 of the applicable VDOT Road and Bridge
A pipe joint length different from that stated on the plans may be used.D-9
An adjustment in the percentage of open joint (not to exceed 25% of the
spigot length) or amount of bevel shall be made that will obtain the radius
stated on the plans. Extra payment for this adjustment will not be allowed.
The proposed adjustment shall be approved by the Engineer prior to
installation of the pipe line.
NONE
D-7 All pipe on this project shall be concrete. For strength, sheet
thickness, or class designation; available sizes; height of cover limitations;
the applicable sections of the VDOT Road and Bridge Standards PC-1.
and other restrictions for a particular pipe type or height cover, see
D-17 St'd. SL-1 Safety Slab locations are based on the assumed use of precast
structures. If cast-in-place structures are utilized, and the interior chamber
slabs shall not be installed.dimensions (length and width, or diameter) are less than 4 feet, the safety
- VIRGINIA DEPARTMENT OF TRANSPORTATION
- VIRGINIA DEPARTMENT OF TRANSPORTATION
- VIRGINIA DEPARTMENT OF TRANSPORTATION
traffic control plans, pavement marking plan sheets 3 thru 4 and as
Section 301, where sufficient right of way or construction easement is provided.
grubbed in accordance with the applicable VDOT Road and Bridge Specifications,
the limits of the construction slopes beyond 10 feet, shall be cleared and
minimum of 10 feet from the edge of pavement or surfacing or within
That portion of the right of way lying within the Clear Zone or within a I-5
bid for regular excavation: Curb, Curb and Gutter, Paved Ditches, Bases for
Roadway Lighting or Communications Facilities, Sidewalk, Concrete Median,
Driveway Entrance Aprons, Sign Islands, Endwalls, End Section and Pipes.
Earthwork quantities on this project are based on anticipated settlementG-2on typical sections or plans.
The excavation of unsuitable material as specified on these plans is based
on previously conducted subsurface soil investigation. If, during construc-
tion, it is deemed necessary to change the depth more than one foot, or
the limits of such excavation, such change is to be made at the direction
of the Engineer and measurement and payment shall be made in accordance
with Section 303 of the applicable VDOT Road and Bridge Specifications.
G-5
G-6
5 or as approved by the Materials Engineer.
The borrow material for this project shall be a minimum CBR value of
the permission of the Engineer. Station 36+97.53 to Station 45+17.50
P-1
Engineer. (See IIM-LD-158)
cracks or becomes damaged, it shall be replaced, if directed by the
jack method or by replacing the pavement. In the event the pavement
shall restore the pavement to the original grade either by the mud
prior to acceptance of the project by the Department, the contractor
If any settlement occurs in concrete pavement adjacent to bridges
VDOT Road and Bridge Standard PC-1.
provided the substitution complies with the applicable sections of the
pipe arch may be substituted for a corrugated pipe arch of the same size,
be substituted for corrugated pipe of the same size and a structural plate
see the VDOT Road and Bridge Standard PC-1. Structural plate pipe may
limitations and other restrictions for a particular pipe type or height of cover
sheet thickness, or class designation, available sizes, height of cover,
3 & 4, within the applicable height of cover limitations. For strength,
Pipes shall conform to any of the allowable types shown on sheets number
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958002 .d
gn
11/22/2013
4:12:5
7 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958002 .dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
TYPICAL SECTIONS
1"=5'-0"
LEGEND-PROPOSED PAVEMENT
0
SCALE
5' 10'
L
2'
BUFFER
PGL
LANELANE LANE LANE
12'12' 12'12'
TURN LANE
2'2'
BUFFER
6'
SIDEWALK
8'
4 : 1
4 : 1
L
2'
4 : 1
4 : 1
2'
SHARED USE PATHBUFFERMEDIAN
PGL
5.5' TO 8'
VARIES
LANELANE LANE LANE
0' - 12'
VARIES
12'
4 : 1
4 : 1
RAISED MEDIAN
VARIES 0' - 10.3'2' 2'
12'
MEDIAN
0' - 18'
VARIES
6'
A
C
D2'
ST'D. CG-6ST'D. MC-3ST'D. MC-3 ST'D. CG-2
4.00%
4.00%
ST'D. MS-4
ST'D. CG-6
ST'D. CG-6
0' - 12'
VARIES
12'
2A(1)
2A(1)
ROUTE 653
STA 38+50 - STA 40+93 (FULL DEPTH PAVEMENT)
STA 37+40 - 38+50 (VARIABLE DEPTH MILL & OVERLAY)
VARIES
B RTE. 653
B RTE. 653
8'
MATCH EXISTING
5.5' TO 6.3'
VARIES
VARIES
VARIESMATCH EXISTING
USE PATH
SHARED
EXIST. ASPHALT
2.00%2.00%2.00%
MILL & OVERLAY
VARIABLE DEPTH
MILL & OVERLAY
VARIABLE DEPTH
VARIES 10' - 12'
A B CABC
2.00%
2 : 1
ST'D. GR-2
6'
L
2'
4 : 1
4 : 1
2'
SHARED USE PATHBUFFERMEDIAN
PGL
5.5' TO 8'
VARIES
LANE LANE
12'
RAISED MEDIAN
2' 2'
2'
ST'D. MS-2
12'
B RTE. 653
VARIES 10' - 12'
LANE
12'
4 : 1
4 : 1
4'6'
LANE
12'
ST'D. CG-6
SIDEWALK BUFFER
2' 18'
14'
(NOT IN CONTRACT - FOR INFORMATION ONLY)
ROUTE 653 - ULTIMATE SECTION
STA 36+97 - STA 37+40
RUSSELL BRANCH PARKWAY
e%
e% e%
D D
B 1.5" ASPHALT CONCRETE TYPE, IM-19.0A
1.5" ASPHALT CONCRETE TYPE, SM-9.5D
4.5" ASPHALT CONCRETE TYPE, BM-25.0A
8" AGGREGATE BASE MATERIAL TYPE 1, NO. 21A
E VARIABLE DEPTH ASPHALT CONCRETE TYPE, SM-9.5D
EE
ABCD
NOTES APPLICABLE TO ALL TYPICAL SECTIONS
at even and half stations.
See cross sections for pavement cross slopes and side slope ratios 5)
See profiles for station location of superelevation transitions.4)
summary table on sheet 1G(6) for maximum rate of superelevation.
Where "e%" is identified in a typical section, refer to the curve data 3)
The PGL is also the point of rotation unless otherwise noted.2)
construction, turn lanes, tapers, guardrail, and other features.
constructed. See plan sheets for limits of full-depth pavement
Typical sections represent general station limits of features to be 1)
A B C D
e%
ST'D. CG-6
2.00% 2.00%2.00%
FUTURE CONSTRUCTION
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958002a(1).dgn
11/22/2013
4:12:5
8 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958002a(1).dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
TYPICAL SECTIONS
1"=5'-0"
0
SCALE
5' 10'
2'
4 : 1
4 : 1
2'
SHARED USE PATHBUFFER
PGL
LANE LANE
12' 12'2'
4 : 1
4 : 1 ST'D. CG-2
7'
6'
12' 12'
LANELANE
4 : 1
4 : 1
6' 2'
ST'D. MC-3
PGL
OFFSET
L
L
ST'D. CG-6
VARIES 9.04' - 21'
FUTURE CONSTRUCTION
2A(2)
2A(2)
STA 42+14 - STA 43+47
ROUTE 653
B RTE. 653
VARIES 5.5' TO 8' VARIES 10' - 12'
2.00%2.00%2.00%
2.00%
B RTE. 653
STA 43+47 - STA 45+17
ROUTE 653
VARIES
ENTRANCE PAVEMENT
MATCH EXISTING PAVEMENT
2.00%
2 : 1
ST'D. GR-2
6'
A B C
VARIABLE DEPTH OVERLAY
* GS-11 DESIGN WAIVER WILL BE REQUIRED
*e%
TO ALL TYPICAL SECTIONSSEE SHEET 2A(1) FOR PAVEMENT LEGEND AND NOTES APPLICABLE
D
A B C D
e%e%
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958002a(2).dgn
11/22/2013
4:12:5
9 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Daniel Staron PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958002a(2).dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
703-259-2355 (Northern Virginia District)
NOVEMBER 2013
VDOT (DATE)
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P-101(NFO) 0653-053-6042,
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958003 .d
gn
11/22/2013
4:13:0
1 P
M
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Bardia Emami PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958003 .dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
VDOT 703-259-2355 (Northern Virginia District)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
NOVEMBER 2013
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P101(NFO) 0653-053-6042,
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
SURVEY ALIGNMENT DATA
CONSTR. ALIGNMENT DATA
1F
1G
EX. STORM DRAIN TABS. 1L
194.57' )
148.58' )
( 24.71' )
123.74' )
C1
C2
C3
C4
C5
L1
L2
(L = 2
29.02')
(R = 63
2.00')
(L = 134.18')
(R = 975.00')
Existing RW
Existin
g RW
Existing RW
Existing RW
Ex. Conservation Easeme
nt (Per Inst. #2008101400
61578)
(L = 538.86')
(R = 530.00')
Existing RW
Existing R
W
0. 5' Conc. Curb
2. 5' Conc. C&G
In Pl. C
onc.
DI
In Pl. C
onc. D
I
In Pl. C
onc. D
I
In Pl. C
onc. DI
Con
c. H
eadwall
In Pl. 15
" Conc.
Pipe
In Pl. 15" Con
c. PipeIn Pl. 18" Conc. Pipe
In Pl. 36" Conc. Pipe
Top = 2
13.4
2'
In Pl. S
SM
H
Top = 2
20.0
3'
In Pl. S
SM
H
Top = 2
21.6
6'
In Pl. S
SM
H
Top = 2
32.18'
In Pl. S
SM
H
Top = 2
31.0
2'
In Pl. S
SM
H
Top = 2
30.4
7'
In Pl. S
SM
H
Top = 2
29.0
9'
In Pl. S
SM
H
Metal Sig
n
Metal Sig
n
IPF
IPF
IPF
Rip Rap
Inv. In
= 2
27.73'
Inv. In
= 2
26.59'
Inv. O
ut = 2
26.43'
Inv. In
= 2
25.3
5'
Inv. O
ut = 2
25.2
1'In Pl. C
onc. DI (M
edia
n)
Inv. O
ut = 2
22.71'
Inv. In =2
22.9
3'
Inv. In = 2
22.0
6'
Inv. O
ut = 2
21.9
8'
Asphalt Side
walk
Asphalt Sidewalk
0. 5' Co
nc. C
urb
2. 5'
Conc. C
&G
In Pl. C
onc. D
I (Media
n)
Asphalt Side
walk
Metal Sig
n (M
edia
n)
Inv. In = 2
17.2
6'
Inv. O
ut = 2
17.0
7'
Inv. In = 2
15.4
3'
Inv. O
ut = 2
13.10'
Inv. O
ut = 2
07.7
0'
Inv. In = 2
07.9
2'
2. 5' Conc. C&G
Asphalt Sidewalk
0. 5' Conc. Curb
Conc. Pipe
In Pl. 15
"
Conc. Pipe
In Pl. 15
"
0. 5' Co
nc. C
urb
Conc. Pipe
In Pl. 24"
Con
c. Pipe
In Pl. 2
4"
Con
c. Pipe
In Pl. 2
4"
Wheelc
hair Ra
mp
PI 112
+94.69
N 77° 5
5' 4
2" W
110
111
112
113
114
115
+98.36
0.33'
+08.78
86.8
9'
+29.6
641.3
2'
(Per In
st. #20
071228
008976
5)
Storm
Drain E
asement
IPF
(Per I
nst. #2
0080
12900
0486
2)
Ex. Stor
m Dr
ain E
aseme
nt
Tax# 150-49-0155-002
14.37699 AC.
Inst. # 200802190009077
DB1740 PG396
106.32 AC.
Tax# 150-40-5648-000
Inst. # 200810140061577
21.62 AC.
Tax# 150-49-0155-001
Irr. V
alve
Irr. V
alve
Irr. B
ox
Water sa
mple Statio
n
IRR
4" S
FM (D
AT
UR)
LP
LP
LP
FH
Power Pole (A
bandoned)
VE
PC
O #B2328
NB72
Power Pole
(5) W
V's
SPRINGFIELD EAST L. C.
SCENIC RIVER GOLF L. L. C.
SPRINGFIELD EAST. L. C.
001
002
003
F
C
CF
F
F
F
F
Curve P653-1
PI = 36+60.61
T = 484.13'
L = 806.83'
R = 580.00'
31+76.48PC =
PRC =39+83.32
35
36
37
38 39
PR
C 39+8
3.3
2
40
V = 40 MPH
E = 4.0%
220.6
2
STA = 38+41.53
EL = 214.86
-4.00%
+0.50%
L = 288.00
K = 64
ex = 1.62'
37+00.00 38+00.00 39+00.00 40+00.00
220.5
2
218.7
4
217.3
4
216.3
4
215.7
2
215.5
0
215.6
5
35+00.00 36+00.00 37+00.00 38+00.00 39+00.00 40+00.00
231.78
228.8
5
225.8
1
222.9
0
220.5
2
218.5
2
216.8
8
216.0
8
214.7
8
213.7
1
212.15
211.5
9
SSD = 308'
V = 40 MPH
25F0F
0F
2.5F
0
SCALE
25' 50'
3
1"=25'-0"
ROADWAY PLAN AND PROFILE
3EXIST. R/W
STA. 35+83.60 TO STA. 40+50.00
MA
TC
H
LIN
E, S
TA. 4
0+5
0.0
0, S
EE
SH
EE
T 4
MA
TC
H
LIN
E, S
TA. 4
0+5
0.0
0, S
EE
SH
EE
T 4
PROP. GRADE
LEGEND
200_
205_
210_
215_
220_
225_
230_
200_
205_
210_
215_
220_
225_
230_
OVERLAY PAVEMENT
DEMOLITION OF PAVEMENT
NEW PAVEMENT
PROP. TEMP. CONST. EASEMENT
PROP. R/W
ST'D. CG-6END ST'D. CG-2
BEGIN ST'D. CG-2
7
9
8
10
13
XX EXISTING STRUCTURE
EXIST. GROUND
MATCH EXIST. PAVEMENT
STA. 36+97+.53
BEGIN PROFILE
ST'D. CG-6 REQ'D.
MATCH EXISTING
ST'D. MC-3 REQ'D.
ST'D. MS-4 REQ'D.
ST'D. CG-6 REQ'D.
LT
RT-4.0% SUPERELEVATION
SUPERELEVATION
TRANSITION
-4.0% SUPERELEVATION
TRANSITION
SUPERELEVATION
SUPERELEVATION
-2.0%
+15.3
5
+56.6
5
PARKWAY
RUSSELL
BRANCH
BOUNDARY LINE
TOWN OF LEESBURG
COCHRAN MILL RD.
RTE. 653
3-10
L RTE. 653B
EASEMENT
EXIST. SIGHT DISTANCEEASEMENT
EXIST. CONSERVATION
3-5
3-6
3-8
STA. 35+83.60 ROUTE 653
BEGIN PROJECT 0653-053-6042
MATCH EXIST. PAVEMENT
STA. 35+83.60 ROUTE 653
BEGIN PROJECT 0653-053-6042ST'D. MS-4 REQ'D.
+54.3
9
+36.6
5
-2.0% SUPERELEVATION
DENOTES CONSTRUCTION LIMITS IN CUTS
DENOTES CONSTRUCTION LIMITS IN FILLS
C
F
PLAN NO. PROJECT FILE NO. SHEET NO.
SCALE DATE SHEET OF
d9958004 .d
gn
11/22/2013
4:13:0
3
PM
Pen Table =
A
DEPARTMENT OF TRANSPORTATION
COMMONWEALTH OF VIRGINIA
HNTB CORPORATIONARCHITECTS ENGINEERS & PLANNERS
ARLINGTON, VIRGINIA
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Bardia Emami PE
703-259-2606 (Northern Virginia District)
703-824-5100
653
d9958004 .dgn
VA.
STATE
ROUTE PROJECT
VA.
REVISEDSTATE
STATE
ROUTE PROJECTSHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
Brian Morrison PE
VDOT 703-259-2355 (Northern Virginia District)
THESE PLANS ARE UNFINISHED
AND UNAPPROVED AND ARE NOT
TO BE USED FOR ANY TYPE
OF CONSTRUCTION OR THE
ACQUISITION OF RIGHT OF WAY.
NOVEMBER 2013
ROUTE 653 COCHRAN MILL ROAD
0653-053-6042
P101(NFO) 0653-053-6042,
BO
UN
DA
RY LIN
ET
OW
N
OF
LE
ES
BU
RG
L RTE. 653B
4
1"=25'-0"
ROADWAY PLAN AND PROFILE
4
EXIST. R/W
STA. 40+50.00 TO STA. 45+17.50
EXIST. BRIDGE
RTE. 653 COCHRAN MILL ROAD
0
SCALE
25' 50'
PROP. GRADE
200_
205_
210_
215_
220_
225_
230_
200_
205_
210_
215_
220_
225_
230_
4-4
PROP. TEMP. CONST. EASEMENT
PROP. TEMP. CONST. EASEMENT
PROP. R/W
BEGIN ST'D. MC-3
END ST'D. CG-2
PROP. R/W
BEGIN ST'D. CG-2
END ST'D. MC-3 ST'D. GR-2 REQ'D.
ST'D. GR-9 REQ'D.
ST'D. MC-3 REQ'D.
ST'D. MC-3 REQ'D.
ST'D. MC-3 REQ'D.
ST'D. CG-6 REQ'D.
REQ'D.
ST'D. CG-6
PROP. R/W
4-1
4-2
4-3
4-5
4-6
4-7
4-8
4-9
4-10
4-10
D = 1.0 FT, L = 160 FT
V-DITCH 4:1 SIDE SLOPE
RTE. 653 42+90 TO 44+50 (LT)
EC-2
ELEV: 203.85
OHW
ELEV: 211.86
10-YEAR
ELEV: 220.54
100-YEAR
ELEV: 226.79
500-YEAR
STORMFILTER
ST'D. GR-2 REQ'D.
EXIST. GROUND
BL RTE. 653 BRIDGE
+38.3
8
ST'D. BR27C-14 REQ'D.
ST'D. BR27C-14 REQ'D.
MATCH EXIST. PAVEMENT
STA. 45+17.50 ROUTE 653
END PROJECT 0653-053-6042
MATCH EXIST. PAVEMENT
STA. 45+17.50 ROUTE 653
END PROJECT 0653-053-6042
REFERENCES
( PROFILES, DETAIL & DRAINAGE
DESCRIPTION SHEETS, ETC. )
1F
1G
1L
SURVEY ALIGNMENT DATA
CONSTR. ALIGNMENT DATA
EX. STORM DRAIN TABS.
PROP. TEMP. CONST. EASEMENT
-2.0% SUPERELEVAITONTO MATCH EXISTING (-5.8%)
SUPERELEVATION TRANSITION
211.37' )
49.7
5' )
102.74' )
( 17.7
6' )
(L = 124.29')
(R = 220.00')
(L = 165.5
2')(R = 510.00')
Existing R
W
111.94' )
10
0.5
2' )
Existing RW
P L 10
6.4
1' )
49.39' )
Ex. 15'
Utility Ease
ment (P
er D
B 654 P
G 411)
(L = 160.1
5')(R = 418.00')
(L = 188.33')
(R = 322.00')Existing RW
Existing R
W
Existing RW
Existing RW
Retainin
g
Wall
Conc. Ditch
0. 5' C
onc. Curb
0. 5'
Conc. Cur
b
2. 5' Conc. C&G
Conc. Ste
ps
Top = 2
28.6
3'
In Pl. M
etal G
rate
In Pl. C
onc.
DI
In Pl. C
onc.
DI
Conc.
Abutm
ent
In Pl. 21
" Conc.
Pipe
In Pl. 2
1" Conc. Pip
e
In Pl. 24
" Conc. P
ipe
Top =
211.8
4'
In Pl. S
SM
H
Top =
211.0
6'
In Pl. S
SM
H
6'
Chain Lin
k Fence
4' Wooden Fence
Metal Guardrail
Metal Sig
n
Metal Sig
n
Metal Sig
n
Metal Sig
n
Conc. B
allard
Conc. B
alla
rd
IPF
IPF
Sprin
kler
Inv. In =
205.9
4'
Inv.
Out
= 205.8
4'
Brid
ge
VA Str
ucture #6042
Fed
eral Structure I
D#
0011216Inv.
Out
= 206.5
4'
Inv. In =
206.6
4'
Tuscarora Creek
Bldg.
1 - Sty. Block
0. 5' C
onc.
Curb
Conc. Walk
Conc. W
alk B
lock Ret. W
all
6' Chain Link Fence
Conc. & Sto
ne Sig
n
Fr. Bldg.
1 -
Sty.
Retainin
g
Wall
Conc. Ste
ps
In Pl. C
onc. D
I
Inv. O
ut = 2
24.6
4'In
v. O
ut = 2
17.04'
Conc. Pier
Conc. Slab
Conc.
Abutm
ent
Conc. Pier
Conc. Pier
S73°4
9'0
6"W
Metal Guardrail
PI 10
6+0
4.0
4
N 19° 08' 21" WN 23° 44' 40" W
104
105
10610
710810
9
+45.0
1
97.9
8'
+44.0
9
91.7
2'
+54.3
7
74.15'
(Per Inst. #200606070050610)
Ex. Sight Easement
1 - Sty. Met. Bldg.
Conc. Is
land
IPF
6' Chain Link Fence
0. 5'
Conc. C
urb
Block
Ret.
Wall
Stone Ret. Wall
194.57' )
Asphalt Sidewalk
(Per Inst. #200712280089765)
Storm Drain Easement
204.4
0'
Inv.
Out
=
DB1740 PG396
106.32 AC.
Tax# 150-40-5648-000
DB1570 PG1794
Inst. # 200901060000366
Tax# 150-29-4390-001
135.0569 AC. (Computed)
135.22 AC. (Assessed)
Propane TankElec. G
enerator
IRR
4" S
FM (D
AT
UR)
EOI
EOI
Elec. M
eter P
ower Pole V
EP
CO #N
A82
Tele
phone Pole #9
Guy
Wire
Guy Pole
GM
GV
GV
Power Pole VE
PC
O #10
0N
Power Pole VE
PC
O #B2328
Power Pole VP #N
A59
Power Pole CP #N
A73
VE
PC
O #B2328
NA86
Power Pole
VE
PC
O #Q
A19
Power Pole
(3) G
uy
Wires
VE
PC
O #B2328
Power Pole
SCENIC RIVER GOLF L. L. C.
LUCK STONE CORPORATION
002
003
004
F
F
F
F
F
F
F
Curve P653-3
PI = 46+54.77
T = 113.86'
L = 227.53'
R = 2,309.00'
45+40.91PRC =
PT = 47+68.45
41 42 4
3
44
45
PR
C 45+4
0.9
1
46
PRC =45+40.91
39+83.32PRC =
R = 4,770.00'
L = 557.59'
T = 279.12'
PI = 42+62.43
Curve P653-2
V = 40 MPH
E = 2.5%
V = 40 MPH
E = N.C.
STA = 42+99.62
EL = 217.15
+0.50%
+6.00%
L = 352.00
K = 64
ex = 2.42'
230.2
2
41+00.00 42+00.00 43+00.00 44+00.00 45+00.00
215.9
0
216.15
216.4
6
217.11
218.15
219.5
8
221.41
223.6
2
226.2
2
229.17
41+00.00 42+00.00 43+00.00 44+00.00 45+00.00
211.3
2
204.0
7
209.0
7
210.11
213.0
5
219.7
9
221.50
225.0
4
229.0
2
232.0
5
V = 40 MPH
SSD = 307'
8" G
8" G
PC 80+0
0.0
0P
C 80+0
0.0
0
81
81
82
82
PT 82
+50.0
0P
T 82
+50.0
0
MA
TC
H
LIN
E, S
TA. 4
0+5
0.0
0, S
EE
SH
EE
T 3
25F0F
0F
2.5F
MA
TC
H
LIN
E, S
TA. 4
0+5
0.0
0, S
EE
SH
EE
T 3
LEGEND
OVERLAY PAVEMENT
DENOTES CONSTRUCTION LIMITS IN CUTS
DENOTES CONSTRUCTION LIMITS IN FILLS
C
F
DEMOLITION OF PAVEMENT
NEW PAVEMENT
NOTE:
STATION OF BRIDGE.
SEE BRIDGE PLANS FOR BEGIN AND END
APPROACH SLAB
B-XXX
+84.9
6+8
4.9
6
LT
RT
-2.0% SUPERELEVATION
00 5050
220 220
230 230
Sta.37+00.00
220 220
Sta.37+50.00
220 220
Sta.38+00.00
00 5050
220 220
Sta.38+50.00
220 220
Sta.39+00.00
220 220
Sta.39+50.00
Sta. 37+00.00 To Sta.39+50.00
1
1
210
210
210
210
210
210
210
210
210
210
210
210
230
230
230
230
230
230
230
230
230
230
ROUTE 653
VA.
STATE
ROUTE PROJECT
REVISEDSTATE 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
d99580xssht.dgn
11/22/2013
4:13:0
5 P
M
Pen Table =
Half
_v95.tbl
PLAN NO. PROJECT FILE NO. SHEET NO.
HORIZ.: 1" = 10'-0" NOVEMBER 2013
CROSS SECTIONS
VERT.: 1" = 10'-0"
A
Scale Date
653
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Brian Morrison PE 703-259-2606 (Northern Virginia District)
VDOT (DATE) 703-259-2355 (Northern Virginia District)
Daniel Staron PE 703-824-5100
0653-053-6042
P-101
(NFO) 0653-053-6042,
EL.=221.86
EL.=219.0
8
EL.=221.70
EL.=222.3
1
EL.=220.8
9
EL.=220.7
2
EL.=219.2
5
EL.=217.2
5
EL.=217.4
2
EL.=215.8
5
EL.=216.4
8
EL.=216.6
7
EL.=216.6
3E
L.=216.3
8
EL.=216.0
2
EL.=217.0
5
EL.=214.8
5
EL.=215.5
0
EL.=215.7
0
EL.=215.6
6
EL.=215.0
2
EL.=216.4
1
EL.=215.0
2
EL.=217.2
5
EL.=216.4
5
EL.=216.0
6
EL.=216.17
EL.=214.2
4
EL.=214.8
9
EL.=215.0
9
EL.=215.0
5
EL.=213.6
3
EL.=214.4
0
EL.=216.3
7
EL.=214.9
7
EL.=215.5
9
EL.=214.2
7
EL.=214.9
2
EL.=215.12
EL.=215.0
8
EL.=213.3
3
EL.=214.4
4
EL.=215.7
9
EL.=213.6
5
10F0F
0F
5F
00 5050
210 210
220 220
Sta.40+00.00
210 210
220 220
Sta.40+50.00
210 210
220 220
Sta.42+50.00
00 5050
220 220
Sta.43+00.00
220 220
230 230
Sta.43+50.00
220 220
230 230
Sta.44+00.00
Sta. 40+00.00 To Sta.44+00.00
2
210210
230230
210210
210210
2
ROUTE 653
VA.
STATE
ROUTE PROJECT
REVISEDSTATE 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
d99580xssht.dgn
11/22/2013
4:13:0
5 P
M
Pen Table =
Half
_v95.tbl
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
PLAN NO. PROJECT FILE NO. SHEET NO.
HORIZ.: 1" = 10'-0" NOVEMBER 2013
CROSS SECTIONS
VERT.: 1" = 10'-0"
A
Scale Date
653
Brian Morrison PE 703-259-2606 (Northern Virginia District)
VDOT (DATE) 703-259-2355 (Northern Virginia District)
Daniel Staron PE 703-824-5100
0653-053-6042
P-101
(NFO) 0653-053-6042,
EL.=215.5
9
EL.=214.8
3
EL.=215.4
8
EL.=215.6
8
EL.=215.6
4
EL.=212.11
EL.=214.9
9
EL.=215.7
9
EL.=212.5
7
EL.=215.7
8
EL.=215.0
8
EL.=215.6
8
EL.=215.9
2
EL.=215.8
8
EL.=215.2
4
EL.=215.9
8
EL.=211.7
5E
L.=209.8
9
EL.=218.2
1
EL.=218.0
1
EL.=217.3
2
EL.=217.9
4
EL.=218.17
EL.=218.13
EL.=217.4
9
EL.=213.7
9
EL.=219.6
4
EL.=219.4
4
EL.=218.7
5
EL.=219.4
0
EL.=219.6
0
EL.=219.5
6
EL.=218.9
2
EL.=221.27
EL.=221.47
EL.=219.9
9
MA
TC
H
EN
TR
AN
CE
EL.=223.5
1
EL.=223.7
1
EL.=221.08
MA
TC
H
EN
TR
AN
CE
10F0F
0F
5F
00 5050
230 230
Sta.44+50.00
230 230
Sta.45+00.00
230 230
240 240
Sta.45+17.50
Sta. 44+50.00 To Sta.45+17.50
3
3
220220
220220
220220
ROUTE 653
VA.
STATE
ROUTE PROJECT
REVISEDSTATE SHEET NO.
DESIGN FEATURES RELATING TO CONSTRUCTION
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
d99580xssht.dgn
11/22/2013
4:13:0
6 P
M
Pen Table =
Half
_v95.tbl
PLAN NO. PROJECT FILE NO. SHEET NO.
HORIZ.: 1" = 10'-0" NOVEMBER 2013
CROSS SECTIONS
VERT.: 1" = 10'-0"
A
Scale Date
653
OR TO REGULATION AND CONTROL OF TRAFFIC
HNTB Corporation
PROJECT MANAGER:
SURVEYED BY:
DESIGN SUPERVISED BY:
DESIGNED BY:
Brian Morrison PE 703-259-2606 (Northern Virginia District)
VDOT (DATE) 703-259-2355 (Northern Virginia District)
Daniel Staron PE 703-824-5100
0653-053-6042
P-101
(NFO) 0653-053-6042,
EL.=226.19
EL.=226.3
9
EL.=225.16
MA
TC
H
EN
TR
AN
CE
EL.=229.2
7
EL.=227.3
3
EL.=229.4
7
EL.=228.0
7
EL.=230.3
5
EL.=230.7
2
EL.=229.4
3
10F0F
0F
5F