project managerjason williams (804) 524-6145...
TRANSCRIPT
Curve BL2
PI = 1461+55.38
T = 1,450.63'
L = 2,842.65'
R = 5,785.52'
1447+04.76PC =
PT = 1475+47.41
Curve EBL2
PI = 2461+68.09
T = 1,464.67'
L = 2,870.17'
R = 5,841.52'
2447+03.43PC =
PT = 2475+73.59
Curve WBL2
PI = 2461+42.68
T = 1,436.59'
L = 2,815.14'
R = 5,729.52'
2447+06.09PC =
PT = 2475+21.23
1435
1440
1445
PC14
47+0
4.76
1450
1455
1460
1465
1470
1475
PT14
75+4
7.4
1
1480
1485
2435
2440
2445
PC2447+0
3.4
3
2450
2455
2460
2465
2470
2475
PT2475+7
3.5
9
2480
2485
2435
2440
2445
PC2447+0
6.0
9
2450
2455
2460
2465 2
470
2475
PT2475+2
1.23
2480
2485
E = E =
V = V =
LR = LR = Match Existing (Overlay)
Match Existing (Overlay)
Approx. 48 mph (Overlay)
E =
V =
LR = 162' (Widening)
3.6% (Widening)
70 mph (Widening)
Match Existing (All)
Match Existing (All)
Approx. 48 mph (All)
2432+00.00 2433+00.00 2434+00.00 2435+00.00 2436+00.00 2437+00.00 2438+00.00 2439+00.00 2440+00.00 2441+00.00 2442+00.00 2443+00.00 2444+00.00 2445+00.00 2446+00.00 2447+00.00 2448+00.00 2449+00.00 2450+00.00 2451+00.00 2452+00.00 2453+00.00 2454+00.00 2455+00.00 2456+00.00 2457+00.00 2458+00.00 2459+00.00 2460+00.00 2461+00.00 2462+00.00 2463+00.00 2464+00.00 2465+00.00 2466+00.00 2467+00.00 2468+00.00 2469+00.00 2470+00.00 2471+00.00 2472+00.00 2473+00.00 2474+00.00 2475+00.00 2476+00.00 2477+00.00 2478+00.00 2479+00.00 2480+00.00 2481+00.00 2482+00.00 2483+00.00 2484+00.00 2485+00.00
0.20 % (APPROX.)
1.78 % (APPROX.)-1.60 % (APPROX.)
133.8
7
133.0
8
132.2
8
131.48
130.6
9
129.8
9
129.0
9
128.2
6
127.4
3
126.6
4
125.8
4
125.0
4
124.2
5
123.4
5
122.6
4
121.84
121.03
120.2
4
119.4
5
118.6
6
117.8
4
117.0
3
116.2
6
115.4
6
114.6
6
113.8
6
113.0
5
112.2
3
111.40
110.5
9
109.8
0
109.17
108.6
4
108.2
3
107.9
0
107.7
2
107.6
0
107.6
1
107.6
6
107.7
5
107.9
5
108.2
6
108.6
4
109.0
4
109.5
4
110.12
110.8
6
111.71
112.4
9
113.3
3
114.2
2
115.10
116.0
0
116.9
1
117.7
7
118.6
9
119.5
5
120.3
9
121.20
122.0
5
123.0
5
124.0
2
124.9
4
125.8
2
126.7
0
127.5
8
128.4
5
129.3
5
130.2
6
131.14
132.0
2
132.8
6
133.6
6
134.3
1
134.9
0
135.4
8
136.12
136.7
2
137.4
4
138.0
5
138.5
3
138.9
7
139.3
8
139.7
5
140.0
5
140.2
9
140.4
6
140.5
3
140.7
7
140.9
4
141.04
141.12
141.23
141.31
141.38
141.50
141.61
141.70
141.80
141.91
141.99
142.0
9
142.18
142.2
7
142.3
6
142.4
7
142.5
3
142.5
8
142.6
9
142.7
2
EXISTING AND PROPOSED GRADE
EXISTING & PROPOSED GRADE
2432+00.00 2433+00.00 2434+00.00 2435+00.00 2436+00.00 2437+00.00 2438+00.00 2439+00.00 2440+00.00 2441+00.00 2442+00.00 2443+00.00 2444+00.00 2445+00.00 2446+00.00 2447+00.00 2448+00.00 2449+00.00 2450+00.00 2451+00.00 2452+00.00 2453+00.00 2454+00.00 2455+00.00 2456+00.00 2457+00.00 2458+00.00 2459+00.00 2460+00.00 2461+00.00 2462+00.00 2463+00.00 2464+00.00 2465+00.00 2466+00.00 2467+00.00 2468+00.00 2469+00.00 2470+00.00 2471+00.00 2472+00.00 2473+00.00 2474+00.00 2475+00.00 2476+00.00 2477+00.00 2478+00.00 2479+00.00 2480+00.00 2481+00.00 2482+00.00 2483+00.00 2484+00.00 2485+00.00
125.6
4
124.9
8
124.2
9
123.6
4
122.9
4
122.2
7
121.57
120.8
9
120.19
119.5
4
118.8
3
118.16
117.4
8
116.8
0
116.0
8
115.3
9
114.7
1
114.0
4
113.3
5
112.7
1
112.0
2
111.32
110.6
2
109.9
8
109.2
9
108.7
4
108.14
107.5
7
107.2
6
107.0
7
106.8
4
106.6
7
106.6
5
106.6
2
106.8
2
107.0
2
107.3
3
107.6
6
108.10
108.7
3
109.3
1
110.0
1
110.7
4
111.57
112.4
1
113.2
3
114.0
3
114.9
8
115.8
2
116.6
9
117.5
1
118.3
4
119.2
0
120.0
4
120.9
3
121.70
122.4
7
123.3
0
124.2
2
125.11
125.9
5
126.7
2
127.4
7
128.2
3
128.9
5
129.6
3
130.3
0
130.9
3
131.56
132.19
132.7
7
133.3
0
133.7
0
134.13
134.6
2
135.10
135.7
3
136.3
6
136.7
3
137.12
137.4
9
137.8
3
138.17
138.4
9
138.7
8
139.0
0
139.11
139.3
7
139.6
3
139.8
3
140.0
2
140.18
140.3
4
140.4
8
140.6
9
140.8
4
141.00
141.17
141.37
141.53
141.70
141.86
141.97
142.13
142.2
2
142.3
8
142.5
7
142.6
8
142.8
6
-1.37 % (APPROX.) 1.70 % (APPROX.)
0.34 % (APPROX.)
EXISTING & PROPOSED GRADE
EXISTING & PROPOSED GRADE
BEGIN CONSTRUCTION WBL
STATION 2436+01.67
OnlyFor Information
RFP PLANS
DATE: March 2017
LEGEND
POTENTIAL SWM FACILITY
PROPOSED R/W
EXISTING R/W
PROPOSED TEMPORARY PAVEMENT
PROPOSED LANE
PROPOSED PAVED SHOULDER
EMERGENCY CROSSOVER
PROPOSED BRIDGE
SOUNDWALL EVALUATED ( FEASIBLE
BUT NOT REASONABLE )
PROPOSED PERMANENT EASEMENT
PROFILE - EASTBOUND LANES
PROFILE - WESTBOUND LANES
0 100' 200'
SCALE
0 100' 200'
HORIZONTAL SCALE
0 20' 40'
VERTICAL SCALE
0 100' 200'
HORIZONTAL SCALE
0 20' 40'
VERTICAL SCALE
NOTE:
EXISTING VERTICAL GEOMETRIC DATA SHOWN
IS APPROXIMATE AND BASED ON THE
EXISTING ROADWAY CENTERLINE FOR EACH
DIRECTION. ALL GRADES ARE SPLINED.
By Resolution of Highway Commission
dated Oct. 4, 1956LIMITED ACCESS HIGHWAY
STATE PROJ.: 0064-043-602, PE101, RW-201, C-501, D-601, D-602, B-624, B-625
FEDERAL PROJ.: NHPP-064-3 (499 )
Imagery Courtesy of the Commonwealth of Virginia copyright 2016.
STATE PROJ.: 0064-043-603, PE101, C-501
FEDERAL PROJ.: STP-064-3(495)
STATE PROJ.: 0064-043-852, PE101, N-501
FEDERAL PROJ.: STP-064-3(494)
UPC 107458 ( Major Widening )
UPC 107459 ( Extend Accel & Decel Lanes )
UPC 107461 ( Pave. Marking / Lane Allocation )
I-64 RFP Design
PROPOSED FULL DEPTH REPAIR
THESE PLANS ARE UNFINISHED AND
UNAPPROVED. THEY ARE NOT TO
BE USED FOR ANY TYPE OF
CONSTRUCTION OR FOR THE
AQUISITION OF RIGHT OF WAY.
ADDITIONAL EASEMENTS FOR
UTILITY RELOCATIONS MAY BE
REQUIRED BEYOND THE
PROPOSED RIGHT- OF- WAY
SHOWN ON THESE PLANS
PROPOSED TREE REMOVAL LIMITS
ACCUMARK, INC. DATE: 11-7-16
GARY WILMOUTH (804) 786-2551 C.O.
JASON WILLIAMS (804) 524-6145 RICHMOND
WOOLPERT, INC. (804) 774-2000 PRIVATE FIRMSURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
PROJECT MANAGER
( SEE RFP SECTION 2. 2 )
SOUNDWALL NOT INCLUDED IN
ENVIRONMENTAL DOCUMENT
Ca
mera Pole
Sensor Pole
Traffic Cabin
et
FO
HH
T
Loop
Loop
Loop
Loop
E T
(VDOT)
(VDOT)
T
T
E
EOI
EOI
E
FO
HH
FO
HH
EEOI
LP #434500
LP #434501
EH
H
LP #434502
LP #434503
LP #434504
E
Elec. B
ox
Elec. B
ox
Elec. B
ox
(VDOT)
LP #434505
E1
T
E
T
PP #FJ47
PP #F
K64
Guy (5)
PP (N
o #)
TP
ED (N
o #)
Sensor Pole
FO
HH
E
Elec. B
ox, E
M
26.9
025.0
4
W1
LP #434544
E2
EOI
LP #434545
LP #434546
LP #434547
LP #434548
LP #434549
E3
E3
LP #434550
LP #434551
LP #434552
LP #434553
Guy (2)
PP #F
K64
EM
On Post
Elec. B
ox
On Post
E
EH
HElec. M
arker Post
E
EH
H
E
EOI
EH
H
EH
H
EH
H
E
E
TH-1
MAT
CH
LIN
E
SH
EE
T 3 -
ST
ATIO
N 14
32+0
0
MAT
CH
LIN
E
SH
EE
T 5 -
ST
ATIO
N 14
86+0
0
Utility Notes:
W1 180' - 30", 1/2" Thick Casing Pipe Crossing I-64.
E1 Light Poles Fed By Above Ground Conduits In This Area.
E2To Proximity To Guardrail.
Designator Unable To Locate Light Pole Electric Feed Due
E3 Light Pole Electric Feed Above Ground Mounted To Guardrail.
FO1
Robert Harring.
Paint Or Flags Visible. Line Depicted Per Level 3 Locator
Designator Unable To Produce Electronic Signal. No Previous
SHEET 4Project # 0064-0
43-0
02, P
E10
1
Ex. Varia
ble R/
W per V
DOT
VDOT P
roject # 0064-043-002, PE101
Ex. Variable R
/W Per
RCP
12"
RCP18"
In Pl. 96.5'-36" R
CP
Inv. In =
107.3
2
Top =
111.25
Pip
e End
wall W/
Grate
In Pl. 52.8' - 36" R
CP
Inv. In =
100.6
9
Top =
104.8
5
Head
wall
Double Box
Culvert
In Pl. 291.3'-96"(
w) x 12
0"(h)
(B) In
v. In =
85.4
7
(A) In
v. In =
85.4
7
Top =
97.2
1
Head
wall
Double Box
Culvert
In Pl. 42.0'-96"(
w) x 12
0"(h)
(D) In
v. In =
83.7
9
(C) In
v. In =
83.7
9
Top =
95.5
4
Head
wall
Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT
Inv. O
ut =
98.12
Top =
101.96
Head
wall
(B) In
v. O
ut
= 84.15
(A) In
v. O
ut
= 84.15
Top =
95.9
1
Head
wall
(D) In
v. O
ut
= 83.3
2
(C) In
v. O
ut
= 83.3
4
Top =
95.0
7
Head
wall
Inv. O
ut
= 91.49
Top =
95.4
8
Head
wall In
Media
n
In Pl. 48.6'-36" R
CP
Inv. In =
93.7
3
Top =
97.7
1
Head
wall In
Media
n
Box
Culvert
In Pl. 61.4'-72"(
w) x 96"(h)
Inv. O
ut
= 90.3
2
Inv. In =
92.3
1
Top =
102.2
3
Drop Inlet In
Media
n
Inv. O
ut
= 95.7
0
Top =
99.7
8
Head
wall
Inv. O
ut
= 90.3
2
Top =
100.2
2
Head
wall
In Pl. 11.8'-15
" R
CP
Inv. O
ut
= 91.59
Top =
101.88
Grate Inlet In
Media
n
In Pl. 110.6'-36" R
CP
Inv. O
ut
= 10
3.3
8
Inv. In =
103.8
8
Top =
107.8
8
Grate Inlet In
Media
n
In Pl. 117.5'-72"(
w) x 96"(h)
Box
Culvert
Inv. In =
93.7
0
Top =
103.5
9
Head
wall
In Pl. 13
1.2'-72"(
w) x 96"(h)
Box
Culvert
Inv. O
ut
= 92.3
8
Inv. In =
92.3
8
Top =
115.3
8
Grate Inlet In
Media
n
V-Ditch
3' Conc. V-Ditch3' Conc.
Project # 0064-043-002, PE101
Ex. Variable R/W Per VDOT
Conc. D
itch
3'
Project # 0064-043-002, PE101
Ex. Variable R/W Per VDOT
Project #
0064-0
43-0
02, P
E10
1
Ex. Variable R/
W Per V
DOT
Project # 0064-0
43-0
02, P
E10
1
Ex. Varia
ble R/
W
Per V
DOT
Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT
Shed
Wooden
Shed
Metal
w/ Conc. Pad
3.5' Wire Fence
40.31'
R/
W
Mon +70.51
Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT Project 0064-043-002, PE101
Ex. Variable R/W Per VDOT
94.4
7'
R/
W
Mon +5
0.2
7
94.0
9'
R/
W
Mon +0
1.52
50.0
0'
R/
W
Mon +2
0.16
(70.0
0')
(S22°3
5'W)
Z
PL
PL
PL
135.8
7'
IP
+63.7
5
103.6
2'
IP
+78.6
3
91.39'
IP +9
5.96
IP
+10.6
627.6
1'
38.9
8'
Mon +0
8.74
92.5
0'
Mon +0
1.38
326.77'
Pip
e +12.2
5
298.5
0'
IP
+19.4
2
IP
+24.14
145.13'
RM-2 +12.3
3119.5
6'
140.4
1'
RM-2 +7
5.79
RM-2 +7
5.77
93.8
2'
190.4
1'
Pip
e +7
1.68 285.9
5'
IP
+19.9
5
IP
+90.0
3277.4
1'
417.17'
Pip
e +9
4.4
3
531.53'
Pip
e +9
8.17 4
54.79'
Pip
e +0
5.6
2
Pip
e +5
3.9
4409.2
0'
119.74'
Bent Pip
e +4
5.2
4
119.5
7'
RM-2 +15.0
9
Z
Centerline of Strea
m)
(Property
Line is
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL
+-
24.17'R/W Mon +15.21
94.2
2'
R/
W
Mon +0
6.9
5
24.93'
R/W Mon +20.40
24.20'
R/W Mon +12.52
50.0
1'R/
W
Mon +15.70
49.8
9'
R/
W
Mon +8
9.4
0
50.0
2'
R/
W
Mon +15.6
9
50.16'
R/
W
Mon +2
4.6
2
R/
W
Mon +5
0.5
7
49.9
3'
R/
W
Mon +0
2.6
4
50.2
9'
94.76'
R/
W
Mon +2
6.8
6
50.0
1'
R/
W
Mon +7
0.16
92.6
9'
IP
+86.3
5
120.11'
IP
+20.5
3
IP +6
1.44
49.2
0'
Angle Ir
on +8
8.2
8
74.4
8'
Angle Ir
on +6
3.0
1
74.2
0'
IP
+99.19
49.9
6'
IP
+78.3
0
49.6
4'
IP
+53.2
3
49.8
3'
Angle Ir
on +0
2.75
50.0
8'
Angle Ir
on +5
3.0
9
49.9
8'
IP
+41.43
50.0
3'
IP
+91.18
50.0
1'Angle Ir
on +12.3
8
50.16'
Angle Ir
on +13.9
3
PLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
Rip-RapStone
Rip-RapStone
BarrierJersey
BarrierJersey
Wire Fence
4' Woven
HardwoodsMedium
D.B. 2390, PG. 2026
D.B. 2123, PG. 550
D.B. 2676, PG. 19815.5 +/- Ac.
(S89°52'10"W 40' +/-)
D.B. 283
0, PG. 17
57
(63.56')(S7
2°50'W
)
(72.89')
(S57°14'30"
W)
(N26°3
5'3
0"W 320.56')
No Recor
ded Acre
age
(S79°02'
W 102.8
0')
(77.01')
(S57°14'30"
W)
(N63°24'30
"E 150.00')
(N80°24'3
0"E 20.0
0')
(N09°3
5'3
0"W 300.0
0')
(S80°24'3
0"W 150.0
0')
(S80°24'3
0"W 150.0
0')
(S80°24'3
0"W 125.
00')
(N80°24'3
0"E 150.0
0')
D.B. 1217, P
G. 3
47
(N80°24'3
0"E 150.0
0')
(R=1095.92'
L=48.16')
(N09°3
5'3
0"W 395.0
6')
(S80°24'3
0"W 112.0
0')D.B. 1214
, PG. 461
(N80°24'3
0"E 143.3
2')
(N80°24'3
0"E 130.0
0')
(N09°3
5'3
0"W 95.0
6')
D.B. 205
1, PG. 1275
(N09°3
5'3
0"W 300.0
0')
(S80°24'3
3"W 101.2
8')(S7
2°50'W 5
9.09')
(N80°24'3
0"E 146.0
0')
(S17°14'E 294.72')
D.B. 1199
, PG. 43
D.B. 226
2, PG. 11
7
(R=25.00'
L=39.27')
(R=25.00'
L=39.27')
(S09°3
5'3
0"E 275.0
0')
(N09°3
5'3
0"W 275.0
0')D.B.
2189, P
G. 1286
D.B. 2
278, P
G. 1463
(N00°0
7'15"E 315.6
0')
(S89°52'4
5"E 348'
+/-)
(N00°0
7'15"E 16
5.6
0')
(N89°52'4
5"W 510.5
6')
(N00°0
7'15"E 15
0.0
0')
D.B. 2405, PG. 203
(60' +/-)(N82°46'40"W)
Floodplain Easement
Drainage, Utility, A
nd
(R=1095.92' L
=318.18')
(R=1374.40' L
=414.59')
(N73°28'19"W 96.35')
(N89°52'4
5"W 456.4
8')
(S19°5
6'4
7"W 15
9.4
5')
(N89°52'4
5"W 472.4
3')
(R=2
889.7
9' L=4
0.0
7')
(S19°5
6'4
7"W 13
5.8
7')
(N01°54'10"E 254.4
5')
And
Alley E
asem
ent
16' Drainage,
Utility
And Alley Easement16' Drainage, Utility
Drainage A
nd Utilitie
s
16' Easem
ent For
And
Alley
Easem
ent
16' Dr
ainage, Utilit
y
Existing 100'x
20' Utility Eas
ement
Guardrai
l
(S10°0
3'0
0"E)
Drainage A
nd Utilitie
s
16' Easem
ent For
Centerline of Strea
m)
(Property Line is
100'x20' Utility
Easement
N01°56'2
7"E 526.2
7'
S80°19'0
1"W 111.64'
S02°14'3
2"W 410.6
0'
S80°27'4
9"W 149.6
6'
S80°26'3
1"W 150.4
8'
S80°13'1
8"W 125.
06'
Conc.
Conc.
Conc.
Conc.
Conc.
Conc.
Conc.
Conc.
Conc.
Conc.
Conc.
Guardrail
Asphalt S
houlder
Conc.
Conc.
VD
OT
Metal Sig
n
VD
OT
Metal Sig
n
VD
OT
Metal Sig
n
Conc.
VD
OT
Metal Sig
n
D.B. 2275, PG. 1643
(S78°55'49"E 397.43')
D.B. 329
, PG. 445
51.84 Ac.
+/-
No Recor
ded Acre
age
No Recor
ded Acre
age
No Recor
ded Acre
age
No Recor
ded Acre
ageP.B. 36, PG. 14
7 Ac.D.B. 209
5, PG. 15
33
P.B. 36, PG. 14
P.B. 75, PG. 108
1.67 Ac.
3.0 Ac. +/-
D.B. 1941, PG. 1075
D.B. 1872, PG. 69
P.B. 75, PG. 108
1.58 Ac.
P.B. 36, PG. 14
P.B. 36, PG. 14
No Recorded
Acreage
P.B. 3
6, P
G. 14
No Recorded
Acreage
P.B. 36, PG. 14
P.B. 36, PG. 14
No Recor
ded Acre
age
No Recor
ded Acre
age
P.B. 36, PG. 14
P.B. 3
6, P
G. 14
No Recor
ded Acre
age
2-S
hrubs
4-Shrubs
Ex. R/
W
R=1095.92' A
=318.18'
Ex. R/
W
Tar
&
Gravel
Conc. Sla
b (A
bandoned)
Exist. L/A Line
Ex. Variab
le R/W Pe
r VDOT Projec
t # 0064-0
43-002, P
E101
Ex. Variable
R/W P
er VDOT
Project #
0064-04
3-002, P
E101
Exist. L/A Line
Exist. L/
A Line
Exist. L/
A Line
Exist. L/A Line
Exist.
L/A Lin
e
Exist. L/A Line
A=3
1.00'
R=2
839.8
5'
Exist. L/
A Line
Project # 0064-043-002, PE101
Ex. Variable R/W Per VDOT
Ex. R/
W
Ex. R/
W
Exist. L/
A Line
Exist. L/
A Line
Exist. L/
A Line
12" S
weet
Gu
m
8" Cedar
18"
White Oak
18" Pin
e
18" Pin
e
12"
Magnolia
12" Beech
12"
Hic
kory
12" R
CP
12" R
CP
12" R
CP
12" RCP
12" RCP
Inv. O
ut
= 10
3.9
8Top =
111.05
Head
wall
Gravel
Rip-RapStone
Rip-RapStone
VDOT Proj
ect # 006
4-043-00
2, PE101
Ex. Variable
R/W P
er
3"
Holly
6"
Hic
kory
6"
Holly
Top =
xxxxx
Head
wall
Conc. P
ad
Conc. P
ad
Medium Mixe
d Woods
Medium Mixe
d Woods
Gravel
Small Hard
wood
Asphalt S
houlder
Asphalt S
houlder
Asphalt S
houlder
Medium Mixe
d Woods
Asphalt S
houlder
Medium Mixe
d Woods
Tar & G
ravel
Medium Mixe
d Woods
Tall Gra
sses
Asphalt S
houlder
Asphalt S
houlder
Guardrai
l
Asphalt S
houlder
Asphalt S
houlder
Asphalt S
houlder
Asphalt S
houlder
Asphalt S
houlder
Asphalt S
houlder
Guardrai
l
Guardrai
l
Guardrai
l
Guardrail
Guardrail
Gravel
Gravel
Oak
& Pin
e
Guardrai
l
Guardrai
l
Tar & Gravel
Medium Mixe
d Woods
Scattered
Large O
aks
Conc.
Gravel
Guardrail
Guardrail
Guardrail
Mixed Ha
rdwoodsGuardra
il
Mixed W
oodsMedium
Weig
h Station Sig
n
Guardrai
l
Medium Mixe
d Woods
Small Pin
es Gua
rdrail
Guardra
il
Guardrai
l
Open Har
dwood For
est
Gravel
Hardwood
s
Gravel
Grass
Asphalt S
houlder
Well
Well
Well
Project #
0064-04
3-002, P
E101
Ex. Variable
R/W P
er VDOT
18" R
CP
Inv. O
ut = 12
2.8
9In
v. In = 12
3.5
0In Pl. 15" C
onc. Pipe
w/ Brick Planter
Sub
division Sign
Project #
0064-043
-002, PE101
Ex. Variab
le R/W P
er VDOT
Project # 0064-043-002, PE101Ex. Variable R/W Per VDOT
D.B. 136
2, PG. 6
77
D.B. 1484
, PG. 546
(R=1095.92' L=171.68
')
(N07°0
4'2
5"W 394.3
8')
(N10°2
6'3
0"E 13
1.70')
(N80°24'3
0"E 91.72')
(N10°4
6'4
0"E 271.33')
(R=1095.92' L=178.70')
(S76°35'28"E 150.00')
(N12
°40'4
0"E 226.0
8')
(S76°35'28"E 160.00')
(R=2
939.7
9' L=3
6.2
4')
(R=23.45' L=46.05')
(R=1356.05' L=143.17')
(R=1356.05' L=11.06')
Pines
(3)
12" Pin
es (2)
Street Sig
n
Traffic Sig
n
Rip-R
ap Channel
20" Pin
e
12" Swee
t Gum
8" Pin
e
12" Oak
Traffic Sign
Project #
0064-04
3-002, P
E101
Ex. Variab
le R/W P
er VDOT
A=3
9.7
6'
R=2
888.9
4'
In Pl. 47.2'-72"(
w) x 96"(h)
Box
Culvert
Inv. O
ut
= 10
3.9
6In
v. In =
103.9
6Top =
113.4
5Drop Inlet
Inv. O
ut
= 12
3.5
4Top =
130.2
9Head
wall In
Media
nIn Pl. 96.5'-60" R
CP
Inv. In =
125.74
Top =
132.3
9Head
wall In
Media
n
Inv. O
ut
= 12
1.96
Top =
128.5
3Head
wall
In Pl. 47.6'-60" R
CP
Inv. In =
123.12
Top =
129.74
Head
wall In
Media
n
Inv. O
ut
= 12
7.0
3Top =
133.6
3Head
wall In
Media
nIn Pl. 83.7'-60" R
CP
Inv. In =
128.6
5Top =
135.13
Head
wall
15" S
weet
Gu
m
Pines
White
20"
White Oak
18"
White Oak
3" Con
c. V-Ditch
Shrubs
3-
R=5935.58' A=3
87.81'
3' Conc. V
-Ditch
Project # 006
4-043-002, P
E101Ex. Var
iable R/W Per
VDOT
18" R
CP
20"
White Oak
18" Pin
e
18"
White Oak
18" Pin
e
18" S
weet
Gu
m
2-18" S
weet
Gu
ms
18"
White Oak
18" S
weet
Gu
m
30" Beech
24" R
CP
White Oak
36"
24"
White Oak
24"
White Oak
24"
White Oak
24"
White Oak
2-2
4"
White Oaks
24" R
CP
24"
White Oak
24"
White Oak
24"
White Oak
4' Woven Wi
re Fenc
e
4' Woven Wire
Fence
4' Woven Wir
e Fence
R=1095.92' A=398.54'R=1374.40' A
=414.88'
4' Woven Wire Fence
4' Woven Wir
e Fence
Project #
0064-04
3-002, P
E101
Ex. Vari
able R/W P
er VDOT
4' Woven Wir
e Fence
Sig
n Posts
2-Mileage
V-Ditch
3" Conc.
V-Ditch
3" Conc.
p
Tar
&
Gravel
Ar
mstead
Circle
Road
Twin Pine
POT 475+2
1.229
Ahd
PT 475+7
6.2
59
Bk =
Woodview Drive Survey C/L
= 29° 30' 00" Rt.
D = 8° 00' 00"
T = 188.558'
L = 368.748'
R = 716.193'
PC 9+99.999
PI 11+88.557
PT 13+68.747
Woodview Drive Survey C/L
= 31° 55' 34" Lt.
D = 5° 00' 00"
T = 327.782'
L = 638.513'
R = 1145.899'
PC 13+68.748
PI 16+96.530
PT 20+07.261
CD 64 East Survey C/L
= 4° 37' 49" Lt.D = 0° 58' 37"T = 237.135'L = 474.012'R = 5865.491'PC 152+87.835PI 155+24.970PT 157+61.847
155
CD 64 East Survey C/L = 4° 53' 39" Lt.D = 0° 58' 44"T = 250.154'L = 500.004'R = 5853.522'PC 157+61.846PI 160+12.000PT 162+61.850
160
Woodview Drive Survey C/L = 11° 00' 00" Lt.D = 1° 01' 11"T = 541.099'L = 1078.872'R = 5619.524'PC 20+07.262PI 25+48.361
PT 30+86.134
25
Rte # 64 WBL Survey C/L
= 28° 09' 06" Lt.
D = 1° 00' 00"
T = 1436.588'
L = 2815.140'
R = 5729.523'
PC 447+06.089
PI 461+42.677
PT 475+21.229
Woodview Drive
Survey C/L
= 20° 50'
10" Lt.
D = 5° 00' 0
0"
T = 210.687'
L = 416.720'
R = 1145.90
9'
PC 30+86.133
PI 32+96.82
0
PT 35+02.85
3
Rte # 64 EBL Survey C/L = 28° 09' 06" Lt.D = 0° 58' 51"
T = 1464.670'
L = 2870.169'
R = 5841.521'
PC 447+06.090PI 461+70.760
PT 475+76.259
Woodview Dri
ve Sur
vey C/
L
= 2
6° 54' 2
4" Rt.
D = 4° 19' 34
"
T = 316.816'
L = 62
1.945'
R = 13
24.387'
PC 35+0
2.852
PI 38+19.668
PT 41+24.797
Woodview Drive Survey C/L
= 20° 50' 10" Lt.
D = 5° 00' 00"
T = 210.687'
L = 416.720'
R = 1145.909'
PC 41+25.077
PI 43+35.764
PT 45+41.797
Woodview Dr
ive S
urvey C/L
= 2
5° 27' 3
6" Lt.
D =
7° 58' 3
0"
T = 1
62.30
3'
L = 3
19.24
7'
R = 7
18.43
9'
PC 53
+69.1
88
PI 55
+31.4
91
PT 56
+88.4
35
55
Weight St
ation R
amp "
A" Surv
ey C/
L
= 10
° 56' 00
" Lt.
D = 4
° 00' 00
"
T = 13
7.081'
L = 27
3.330'
R = 14
32.37
6'
PC 10+0
0.001
PI 11+3
7.082
PT 12+
73.33
1
= 10° 10' 00"
Rt.
D
= 2
° 00' 00"
T
= 254.8
33'
L =
508.3
28'
R
= 2864.7
61'
PC 55+4
3.3
46
PI 57+9
8.179
PT 60+5
1.674
Survey C/
L
Meadow
Road
= 10° 56' 00
" Rt.
D = 4° 00' 00
"
T = 137.081'
L = 273.330'
R = 1432.376
'
PC 10+00.001
PI 11+37.082
PT 12+73.331
"B" Survey C/
LWeight Station
Ramp
5. 809 AC
DB1869 PG1923
Woodview Drive
Woodview Dri
ve
Route 64 W.B.L.
Route 64 E.B.L.
Woodview Drive
Route 64 W
.B.L.
Route 64 E
.B.L.
Route 64
W.B.L.
Route 64
E.B.L.
Meadow
Road
Route 3323
Route 64 E.B.L.
Route 64 W.B.L.
Woodview
Drive
Boar S
wa
mp Road
PT 475+2
1.229
435
440
445
450
455
460
465
470
475
480
485
PC 447+0
6.0
89
435
440
445
450
455
460
465
470
475
480
485
PC 15
2+8
7.8
35
PT 15
7+6
1.847
PI 15
7+6
1.840
S 71° 26' 28" E
S 76° 04' 17" E
140
145
150
SS 15
7+6
1.840
PC 15
7+6
1.846
PT 16
2+6
1.850
PI 16
2+6
1.850
S 76° 04' 17" E
SS 10
+00.0
00
PC 9+9
9.9
99
PT 13
+68.747
PC 13
+68.748
PT 20+0
7.2
61
PC 20+0
7.2
62
PT 30+8
6.134
PC 30+8
6.133
PT 35+0
2.8
53
PC 35+0
2.8
52
PT 41+24.7
97
PC 41+25.0
77
PT 45+4
1.797
PC 53
+69.188
PT 56+8
8.435
PC 56+8
8.434
S 71° 26' 21" E
S 41° 5
6' 21" E
S 73° 5
1' 55" E
N 74° 17' 55" E
S 78° 47' 41" E
N 80° 22' 09" E
15
20
30
35
40 45
50
PC 55+43.346
PT 60+51.674
PI 62+74.043
N 12
° 46' 09" E
55
60
SS 10
+00.0
00
PC 10
+00.0
01
PT 12
+73.3
31
PC 12
+73.3
31
N 80° 24' 33" E
N 69° 28' 33" E
SS 10
+00.0
00
PC 10
+00.0
01
PT 12
+73.3
31
PC 12
+73.3
31
Meadow
Road
Route 3323
Inv. O
ut
= 119.8
4In
v. In =
122.5
2In Pl. 18"
RCP
Conc.
Conc.
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
Guardrail
4' Woven Wire Fence
3' Conc. V-Ditch
4' Woven Wire Fence
4' Woven Wire Fence
4' Co
nc. V-Ditc
h
3' Conc. V-Ditch
3' Conc. V-Ditch
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire
Fence
4' Woven Wire Fence
R=5569.58' A=458.79'
24" RCP
3' Conc. V-Ditch
R=5569.58' A=247.78'
12' Flat-Bottom Conc. Ditch
4' Conc. V-Ditch
4' Conc. V-Ditch
3' Conc. V-Ditch
3' Conc. V-Ditch
6' Conc. V-Ditch
Asphalt
12.1' Flat-Bottom Conc. Ditch
Medium Mixed Woods
Guardrail
Medium Mixed Hardwoods
Conc. P
ad
(C)
(B)
(B)
(D)
(A)
Exist. L/A Line
Exist. L/A Line
Wet Weather Ditch
Wet Weather Ditch
Wet
Weather Ditch
(C)
(D)
Wet Weather Ditch
Grv.
Asphalt
Metal Sig
n in Conc.
Metal Sig
n in Conc.
Wet Weather Ditch
Metal Sig
n in Conc.
Metal Sig
n in Conc.
Metal Sig
n in Conc.
Metal Sig
n in Conc.
p
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
Exist. L/A Line
R=756.12' A=272.72'
Ex. Variable R/W Per VDOT Project # 0064-043-002, PE101
Exist. L/A Line
Exist. L/A Line
Exist. L/A Line
Ex. Variable R/W Per VDOT Project # 0064-043-002, PE101
R=1095.91' A=131.11'
Exist. L/A Line
Exist. L/A Line
Exist. L/A Line
Exist. L/A Line
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Conc.
Medium Pines
Grass
Large Hardwoods
Large Mixed Hardwoods
Pines
Gravel
Medium Mixed Woods
Overhead Sig
n
Large Scattered Hardwoods
Guardrail
Guardrail
Guardrail
Guardrail
Guardrail
Guardrail
Guardrail
Medium Mixed Woods
Medium Mixed Woods
Medium Pines
Grass
Large Hardwoods
Grass
Grass
Grass
Medium Pines
Medium Pines
Medium Pines
Medium Hardwoods
Medium Mixed Woods
Large Hardwoods
Medium Hardwoods
Grass
Guardrail
Guardrail
Medium Mixed Woods
Guardrail
(N22°3
0'E 300')
(S40°2
8'W 10
90.0
0')
(S65°20'30"E 610' +/-)
D.B. 2884, PG. 416
(S68°30'E 680')
(35')
4.37 Ac. 1.15 Ac.
D.B. 2753, PG. 1142
(S23°0
0'W 687.8
0')
(S64°15'E 154.6')
(S22°3
0'W 690.6')
(N22°3
0'E 687.8')
W.B. 96, PG. 645
D.B. 1251, PG. 133
D.B. 1470, PG. 625
7.6 Ac. +/-
D.B. 1110, PG. 420
11.25 Ac. +/-
D.B. 1941, PG. 1075
No Recorded Acreage
D.B. 1173, PG. 26
3.10 Ac.
2.79 Ac.
0.455 Ac.
D.B. 365, PG. 185
D.B. 2457, PG. 2504
D.B. 2275, PG. 1643
3.26 +/- Ac.
(N8°E 18
5')
D.B. 1732, PG. 1110
(N82°W 208.8')
(R=5935.58' L=466.5' +/-)
D.B. 465, PG. 4102.75 Ac.
D.B. 205B, PG. 12310 Ac.
(N33°E 5.2
0 Chains)
W.B. 86, PG. 1197
W.B. 86, PG. 1197
6' Chain Link Fence
Road
Drain
Gutter
Wood Shed
Dog Kennel
Road Drain
Gravel
Wet Weather Ditch
Wet Weather Ditch
Sig
nWet Weather Ditch
Gravel
Gate
14" Poplar12" Poplar14" Poplar
Dirt Road
Gravel
Garage
Road
Drain
(S57°25'E 470.13')
(S75°50'W 17.1
6')
5.5 +/- Ac.
(N43°2
9'11"E 14
1.08')
(N55°12'47"W 113.58')
(N39°12'58"W
211.3
4')
(N41°50'W 140.40')
(S23°0
0'W 208.8
6')
(S64°15'E 204.60')
1.39 Ac.
(N23°0
0'E 564.1')
D.B. 2127, PG. 309
D.B. 2676, PG. 1981
Road
Drain
(N70°29'20"W 120.92')
(N82°15'20"W 247.67')
(N88°03'23"W 130.10')
(R=5569.58' L=348.35')
BOUNDARY DEFINED BY CREEKS
N71°34'15"W 305.19'
S79°45'57"E 501.90'S79°45'22"E 307.01'
S16°4
7'5
1"W 15
3.4
4'
D.B. 1227, PG. 91
(300' alo
ng str
ea
m)
D.B. 964, PG. 600
(S64°39'E 11.30')
(R=5951.58' L=173.61')
(N34°3
8'E 550.4
3')
(S28°2
1'45"W 626.7
0')
(S34°3
8'W 1120.4
3')
(R=5951.58' L=134.60')
(S73°26'31"E 307.03')
(N65°16'13"W 305.20')
(S16°26'07"W 11.43')
(R=756.20', L=55.95')
(N73°26'31"W 501.87')
(N73°40'35"W 387.42')
(N73°40'35"W 155.13')
(S35°2
4'3
3"W 965.2
5')
2.43 Ac.
D.B. 2168, PG. 6040.92 Ac.
(S23°0
6'5
8"W 15
3.4
2')
D.B. 1758, PG. 14
APPROX. C OF DITCHL
Clearance = 17.45
'
Clearance = 16.82
'
4' Chain Lin
k Fence
6' Woode
n Fence
Metal Post
Metal Sig
n
Metal Sig
nMetal Sig
n (2)
Metal Sig
n15.5' x 7.7'
Metal Sig
n
Metal Sig
n
Mixed Woods
Woods
Metal Sig
n Metal Sig
n
Metal Sig
n
Large Pines And Hardwoods
Mixed Pines And Hardwoods
Mixed Pines And Hardwoods
Mixed Pines And Hardwoods
Mixed Pines And Hardwoods
Mixed Pines And Hardwoods
Mixed Pines And Hardwoods
Mixed Pines And Hardwoods
Metal Sig
n
Metal Sig
n
Logs
Logs
C/L Creek
Metal Post
Mixed Hardwoods and Pines
Solar Panel
Ca
mera Pole
With
Weig
ht
Scale
Clearance =
18.17'
Overhead Sensor
Contr
ol
Box
Clearance =
19.3
0'
Overhead Sensor
09-20-16 9:00 AM
Top H2O = 110.32
08-08-16 2:02 PM
Top H2O = 88.00
08-08-16 2:01 PM
Top H2O = 87.83
08-08-16 2:58 PM
Top H2O = 87.70
08-08-16 2:58 PM
Top H2O = 87.69
08-09-16 2:20 PM
Top H2O = 87.7608-09-16 2:46 PM
Top H2O = 85.64
08-09-16 4:02 PM
Top H2O = 84.67
08-09-16 4:01 PM
Top H2O = 84.44
08-09-16 4:02 PM
Top H2O = 84.4808-09-16 10:38 AM
Top H2O = 87.84
08-09-16 10:49 AM
Top H2O = 87.84
08-09-16 10:56 AM
Top H2O = 87.87
08-09-16 11:04 AM
Top H2O = 87.87
08-10-16 2:39 PM
Top H2O = 89.75
08-10-16 2:51 PM
Top H2O = 89.32
08-10-16 3:05 PM
Top H2O = 89.17
08-10-16 3:09 PM
Top H2O = 89.15
08-12-16 9:20 AM
Top H2O = 88.35
08-12-16 10:31 AM
Top H2O = 87.08
08-12-16 12:09 PM
Top H2O = 84.97
08-12-16 12:09 PM
Top H2O = 84.85
08-12-16 12:22 PM
Top H2O = 84.17
08-12-16 12:22 PM
Top H2O = 83.96
08-12-16 12:39 PM
Top H2O = 83.55
08-24-16
10:50 AM
Top H2O =
101.63 08-2
4-16 10:50
AMTop
H2O = 100.3
8
08-24-16
10:21 AM
Top H2O =
99.6808-2
4-16 10:21
AMTop
H2O = 96.0
8
08-23-16 3:2
2 PM
Top H2O =
103.54
Top Of Bank
Toe Of Slope
Toe Of Slope
Top Of Bank
Top Of Bank
Toe Of Slope
Toe Of Slope
Top Of Bank
Toe Of SlopeTop Of Bank
Top Of BankToe Of Slope
Toe Of Slope
Top Of Bank
Toe Of Slope
Top Of Bank
Toe Of S
lope
Top Of B
ank
Toe Of S
lopeTop Of B
ank
Toe Of S
lope
Top Of B
ank
Toe
Of Slope
Top
Of B
ank
Toe Of S
lope
Top Of B
ank
Toe Of S
lopeTop Of B
ank
Time Of Survey
Streambed Dry At
Time Of Survey
Streambed Dry At
AND FAYE E. MOOREMURRELL S. MOORE
AND JULIE H. JOHNSON
AND CAROLYN E. HESS
DEBBIE SUE ELAM
STEVEN C. JOHNSON
AND JOHN R
. GILLIAM, J
R.
BARBARA B. GIL
LIAM
AD
OLF
BIS
CH
OF
F
AN
D
DO
ROT
HY
A. BIS
CH
OF
F
JOHN W. CATLETT
AND MARCIA K. C
ALDWELL
MICHAEL E. GOOCH
AND JEAN B
. BRADLEY
CHARLIE H. B
RADLEY
AND DELORES J.
GOOCH
FL
OY
D
W. P
EN
CE
AND EVELYN W. B
ONNER
FRED W. BONNER, S
R.
AN
D
CH
AR
LOT
TE
L. P
EN
CE
AND SHERRIE T. MELTONKENNETH M. MELTON, JR.
WILMUTH S. LOYALLSAMUEL M.
HARRIS
BERNARD M. WINN
AND ELLA
B. WINN
AND KATHERINE E. HARRIS
AND FRANCES B
. WOOD
AND HELEN G.
JOHNSON
JAMES P. JOHNSON
AND BARBARA H
. WALTERS
HAROLD R. W
OOD
RICHARD R. WALTERS
ROBERT LEE KENT, JR.
DAVID LLEWELLYN HAMPTON
ROLAND A. WHITLOCK
AND PATRICIA A. WHITLOCK
LOREN HENRY CODY
AND GAYLE R. KENT
AGNES S. MOSS
AND PAULA A. COOK
RONALD L. COOK
TRUSTEES OF ANTIOCH BAPTIST CHURCH
WILMUTH S. LOYALL
TAZWELL LIGHTFOOT
(S22°3
0'W 79.4')
AGNES S. MOSS
THOMAS BENNETT LUCK, SR.
AND VIRGINIA CHANDLER LUCK
DEBBIE SUE ELAMAND CAROLYN E. HESS
EDWARD W. RICKMANAND CAROLYN J. RICKMAN
AND FRANCIS B. ROBINS
WILLIAM A. ROBINS
PATRICIA W. ELLIS
IMG/INTERCHANGE ASSOCIATES
LIMITED PARTNERSHIP
I-64 EBL CONST. BL
I-64 WBL CONST. BL
CONST. ALIGNMENT CL
STATION 2436+01.67
BEGIN CONSTRUCTION WBL
TO BE EVALUATED BY DESIGNER USING LONPIER PROTECTION SYSTEM
TO BE EVALUATED BY DESIGNER USING LONPIER PROTECTION SYSTEM
300' TAPER 300
' TAPER
590' DECEL. LA
NE
ADDITIONAL 75' ON EACH SIDEMEADOW ROAD OVERPASS, PLUS FULL DEPTH REPLACEMENT UNDER
ADDITIONAL 75' ON EACH SIDEMEADOW ROAD OVERPASS, PLUS FULL DEPTH REPLACEMENT UNDER
PAVEMENT MARKING PROJECT
STATION 1436+25.69
I-64 CONSTRUCTION CENTERLINE
PE-101, N-501
END PROJECT: 0064-043-852
EXTEND ACCEL & DECEL PROJECT
STATION 1465+09.99
I-64 CONSTRUCTION CENTERLINE
PE-101, C-501
BEGIN PROJECT: 0064-043-603
1100' TAPER
1560' ACCEL. LA
NE
2
MILE
20