Curve BL1
PI = 1399+66.37
T = 272.18'
L = 544.33'
R = 22,862.08'
1396+94.19PC =
PT = 1402+38.52
Curve EBL1
PI = 2399+65.70
T = 271.51'
L = 542.99'
R = 22,806.08'
2396+94.19PC =
PT = 2402+37.18
Curve WBL1
PI = 2399+67.06
T = 272.84'
L = 545.66'
R = 22,918.08'
2396+94.22PC =
PT = 2402+39.88
PO
T13
80+0
0.0
0
1380
1385
1390
1395
PC13
96+9
4.19
1400
PT14
02
+38.5
2
1405
1410
1415
1420
1425
1430
PO
T2380+0
0.0
02380
2385
2390
2395
PC2396+9
4.19
2400
PT2402
+37.18
2405
2410
2415
2420
2425
2430
PO
T2380+0
0.0
0
2380
2385
2390
2395
PC2396+9
4.2
2
2400
PT2402
+39.8
8
2405
2410
2415
2420
2425
2430
LR = Match Existing
E = Match Existing
V = Approx. 70 mph
NOGAP
20
100
44
238000.000000
EBL
10144_
49_
54_
59_
64_
69_
74_
79_
84_
89_
94_
99_
104_
109_
114_
119_
124_
129_
134_
139_
144_
149_
154_
159_
2380+00.00 2381+00.00 2382+00.00 2383+00.00 2384+00.00 2385+00.00 2386+00.00 2387+00.00 2388+00.00 2389+00.00 2390+00.00 2391+00.00 2392+00.00 2393+00.00 2394+00.00 2395+00.00 2396+00.00 2397+00.00 2398+00.00 2399+00.00 2400+00.00 2401+00.00 2402+00.00 2403+00.00 2404+00.00 2405+00.00 2406+00.00 2407+00.00 2408+00.00 2409+00.00 2410+00.00 2411+00.00 2412+00.00 2413+00.00 2414+00.00 2415+00.00 2416+00.00 2417+00.00 2418+00.00 2419+00.00 2420+00.00 2421+00.00 2422+00.00 2423+00.00 2424+00.00 2425+00.00 2426+00.00 2427+00.00 2428+00.00 2429+00.00 2430+00.00 2431+00.00 2432+00.00
44_
49_
54_
59_
64_
69_
74_
79_
84_
89_
94_
99_
104_
109_
114_
119_
124_
129_
134_
139_
144_
149_
-1.60 % (APPROX.)
0.58 % (APPROX.)-0.40 % (APPROX.)
145.0
4
144.8
8
144.8
0
144.7
1
144.5
3
144.3
4
144.0
8
143.8
6
143.7
3
143.5
7
143.3
4
143.14
142.9
4
142.7
5
142.5
4
142.3
5
142.14
141.94
141.72
141.50
141.30
141.11
140.9
1
140.7
1
140.5
0
140.2
1
139.9
4
139.8
6
139.7
6
139.6
1
139.4
5
139.3
4
139.2
6
139.2
0
139.16
139.19
139.2
5
139.3
5
139.4
7
139.6
4
139.8
7
140.15
140.4
3
140.6
9
140.9
8
141.27
141.56
141.81
142.13
142.4
7
142.7
7
143.0
5
143.3
5
143.6
4
143.8
9
144.15
144.4
2
144.7
5
145.0
4
145.3
5
145.6
4
145.9
1
146.2
0
146.5
1
146.8
2
147.14
147.4
3
147.6
8
147.9
9
148.2
7
148.5
5
148.7
9
149.0
0
149.14
149.2
5
149.3
0
149.2
9
149.2
3
149.12
148.9
3
148.6
8
148.4
0
148.0
5
147.6
6
147.2
3
146.7
2
146.17
145.5
6
144.8
9
144.19
143.4
4
142.6
6
141.87
141.07
140.2
5
139.4
3
138.5
8
137.7
8
137.0
5
136.2
6
135.4
6
134.6
6
133.8
7
133.0
8
132.2
8
131.48
BEGIN CONSTRUCTION
EBL CENTERLINE
STATION 2402+10.01
EXISTING & PROPOSED GRADEEXISTING GRADE
NOGAP
20
100
44
238000.000000
WBL
101
2380+00.00 2381+00.00 2382+00.00 2383+00.00 2384+00.00 2385+00.00 2386+00.00 2387+00.00 2388+00.00 2389+00.00 2390+00.00 2391+00.00 2392+00.00 2393+00.00 2394+00.00 2395+00.00 2396+00.00 2397+00.00 2398+00.00 2399+00.00 2400+00.00 2401+00.00 2402+00.00 2403+00.00 2404+00.00 2405+00.00 2406+00.00 2407+00.00 2408+00.00 2409+00.00 2410+00.00 2411+00.00 2412+00.00 2413+00.00 2414+00.00 2415+00.00 2416+00.00 2417+00.00 2418+00.00 2419+00.00 2420+00.00 2421+00.00 2422+00.00 2423+00.00 2424+00.00 2425+00.00 2426+00.00 2427+00.00 2428+00.00 2429+00.00 2430+00.00 2431+00.00 2432+00.00 2433+00.00
44_
49_
54_
59_
64_
69_
74_
79_
84_
89_
94_
99_
104_
109_
114_
119_
124_
129_
134_
139_
144_
149_
154_
145.2
1
145.14
145.0
0
144.8
0
144.6
3
144.4
4
144.16
143.9
6
143.7
8
143.6
5
143.4
9
143.2
9
143.0
9
142.8
8
142.7
0
142.5
2
142.3
3
142.13
141.92
141.72
141.53
141.33
141.17
141.07
140.9
3
140.8
0
140.7
0
140.8
5
141.00
141.21
141.38
141.56
141.84
142.11
142.4
2
142.7
8
143.14
143.5
4
143.9
2
144.2
8
144.7
0
145.11
145.5
1
145.8
9
146.3
0
146.6
9
147.0
7
147.4
9
147.9
1
148.3
8
148.7
6
149.18
149.5
5
149.9
0
150.2
0
150.4
5
150.6
0
150.8
3
150.9
5
151.02
151.03
151.01
150.9
1
150.7
2
150.5
3
150.2
4
149.9
2
149.5
0
149.0
3
148.5
4
148.0
1
147.3
9
146.7
6
146.0
9
145.3
9
144.7
2
144.0
4
143.3
4
142.6
9
142.0
3
141.35
140.6
6
139.9
6
139.2
8
138.6
0
137.9
1
137.2
1
136.5
2
135.8
4
135.19
134.4
9
133.8
1
133.12
132.4
3
131.77
131.12
130.4
4
129.7
4
129.0
9
128.3
9
127.6
8
126.9
8
126.2
8
125.6
4
124.9
8
124.2
9
-0.39 % (APPROX.)
0.80 % (APPROX.)
-1.37 % (APPROX.)
EXISTING GRADEEXISTING GRADE
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
T
PP #O
N21
Guy (2)
WV
Fib
er
Marker
FO
HH
E EHHElec. Marker Post
E
E
E
E
E
EHH
EHH
T
T
T
T
T
T
T
(VZ
N)
(SIG)
(SIG)
Camera Pole #430407FOHH
THH
TPED #2630-OW THHEHH
FOHH
FOHH, Fiber Marker
EHH, Elec. Ped. #NN26Elec. Box
FOHH
23.8
4
17.9
1
21.97
27.16
EH
H
EH
HE E
EH
H
EH
H
EH
H
EH
HEH
H
EH
H
EH
H
EH
H
EH
H
EH
H
EH
H
E
E
E
E
E
E
E
E
E
E
EE
HH
E
EOI
EOI
PP (N
o #)
E
E
E
E
E
EE
EE
EE
E
E
EH
H
EH
H
EH
HEH
H
EH
H
EH
H
EH
H
EH
H
EH
H
EH
H
EH
H
EH
H
EH
H
EOI
EHH
EHH
T
T
(SIG)
FO
HH
Fiber
Marker
FO
HH
Fiber
Marker
(VZ
N)
EOI (DATFI)
FO1
MA
TC
H
LIN
E
SH
EE
T 4 -
ST
ATIO
N 14
32
+00
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
(757) 616-7545
Virginia Beach, VA 23452
544 S. Independence Blvd.
Michael Poulson
Virginia Natural Gas (VNG)
Office (540) 949-3466
Waynesboro, VA 22980
524 W. Broad St.
OSP Engineering Manager
Jared Morris
Lumos Network
(757) 369-6403
Newport News, VA 23601
179 Louise Dr.
Charlie Hardy
Cox Communications
(804) 298-7195
Richmond, VA 23222
3909A Carolina Ave.
Shawn Deyo
Level 3 Communications
Office (804)-772-4409
Richmond, VA 23230
2nd Floor
2600 Britton Hill Road
Outside Plant Engineering
William C. Swann
Verizon
(703) 376-3696
Dulles, VA 20166
22375 Broderick Dr, Suite 105
Phillip "Phil" Hosack
Summit IG
(804) 283-6744
Henrico, VA 23228
5401 Staples Mill Road
Brad Allen
Comcast
Office (804) 775-5236
Richmond, VA 23219
701 E. Cary St
Rick McDonald
Dominion Virginia Power
(804) 966-9678
New Kent, VA 23124
7051 Poindexter Road
Mike Lang
New Kent County Public Works
(804) 501-4280
Henrico, VA 23273-0775
Parham & Hungry Springs Road
P.O. Box 90775
Director of Public Utilities
Arthur D. Petrini, PE
Henrico County DPU
UTILITY OWNERS CONTACT INFORMATION
SHEET 3
Office (804) 771-3548
Richmond, VA 23219
701 E. Cary St
OJRP 12th Floor
Kyle Keno
Dominion Virginia Power Transmission
Gums
6-Sweet
NOT HELD for right-of-way p
urposesNote: "**" denotes exis
ting monumentation
Ditch
Wet
Weather
Inv. O
ut
= 12
6.8
6Flared End Section
In Pl. 114.5' - 42"
RCP
Inv. In =
134.2
7Flared End Section
In Pl. 110.6'-42"
RCP
Inv. O
ut
= 13
2.3
8In
v. In =
132.4
4Top =
136.8
3(B)
Yard Inlet In
Media
n
In Pl. 17
4.5'-42"
RCP
Inv. O
ut
= 13
1.06
Inv. In =
131.18
Top =
137.3
3(A)
Yard Inlet In
Media
n
In Pl. 218.8'-42"
RCP
Inv. O
ut
= 12
9.0
4In
v. In =
129.17
Top =
135.0
4Yard Inlet In
Media
n
Inv. O
ut
= 12
6.0
9Flared End Section
In Pl. 17
4.5'-42"
RCP
Inv. In =
136.16
Flared End Section
Inv. O
ut
= 13
0.5
0
Flared End Section
In Pl. 14
8.6'-42"
RCP
Inv. O
ut
= 13
3.3
3
Inv. In =
133.3
3
Top =
139.7
0
(B)
Grate Inlet In
Media
n
In Pl. 18
0.8'-42"
RCP
Inv. O
ut
= 13
1.80
Inv. In =
131.82
Top =
138.2
1
(A)
Grate Inlet In
Media
n
Inv. O
ut
= 12
0.3
2
Flared End Section
Disipator
Energy
Disip
ator
Energy
Inv. O
ut
= 13
0.5
0
Flared End Section
Cherry
4"
Cedar
4"
Cedar
6"
Sign Post in Conc.
0.5' x 0.3' Metal
Sign Post in Conc.
0.5' x 0.3' Metal
Metal Sig
n in Conc.
0.3' x 0.5'
Metal Sig
n in Conc.
0.3' x 0.5'
Metal Sig
n in Conc.
0.4' x 1.1'Metal Post in Conc.
0.4' x 1.1'
In Pl. =
205.7'-24"
RCP
Inv. In =
131.88
Top =
137.17
Conc.
D. I.
In Pl. 4.3'-24"
RCP
Inv. O
ut
= 12
2.3
5
Top =
126.2
2
Grate Inlet
In Pl. 46.6'-24"
Conc. Pip
e
Inv. In =
133.5
5
Top =
136.6
6
Head
wall
In Pl. 3
35.3' - 48"
RCP
Inv. In =
128.9
7
Flared End Section
Mixed Woods
Medium
In Pl. 16
1.7'-30"
RCP
Inv. O
ut
= 12
8.3
6In
v. In =
128.4
3Top =
134.5
6(B)
Yard Inlet In
Media
nIn Pl. 10
4.7'-30"
RCP
Inv. O
ut
= 13
1.70
Top =
135.3
4Yard Inlet In
Media
n
In Pl. 14
2.4'-30"
RCP
Inv. O
ut
= 13
0.11
Inv. In =
130.2
2Top =
134.9
3(A)
Yard Inlet In
Media
n
Conc. Slab
55" X 60"Ditch
4'
Conc.
Project #
0095-043-105, R
W203
Ex. Variable
R/
W Per V
DOT
Conc. D
itch3'
Cherry
12" Black
and PinesHardwoods
Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT SlabConc.
SlabConc.
SlabConc.
SlabConc.
Project # 0095-043-105, RW203Ex. Variable R/W Per VDOT
GarageCinderblo
ck2 Bay
(Abandoned)
Dwelling1 Sty. Wood Fram
e
ShedFrameWood
ShedFrameWood
90.3
0'
RM-2
+25.9
2
95.3
2'
RM-2 +4
6.0
9
69.0
1'R
M-2
+43.2
088.7
9'
RM-2
+47.7
9
Project # 0095-043-105, RW203Ex. Variable R/W Per VDOT
Project # 0095-043-105, RW203
Ex. Variable R/W Per VDOT
113.0
3'
R/
W
Mon +3
0.6
9
(68.3
0')
(S16°5
5'0
0"W)
PL
PL
PL
PL
PL
PL254.0
9'
IP
+15.6
4IP
+18.9
5
144.4
3'
107.8
8'
IP
+95.6
3
174.6
2'
IP
+67.5
2
176.2
9'
Pip
e +17.2
910
8.2
6'
Pip
e +15.4
5
PL
100.05'
IP +0
0.29
92.12'
IP
+28.5
0
93.3
8'
IP
+82.3
9
139.2
3'
IP
+90.7
9
105.9
5'
IP
+62.5
4
IP
+30.0
3
107.9
7'
105.9
5'
IP
+62.5
4
IP
+87.9
7
141.14'
Pip
e +9
3.6
8
140.8
7'
187.7
1'
IP
+50.3
5
141.80'
IP
+19.9
1
105.9
5'
IP
+62.5
4
156.6
5'
Pip
e +3
4.0
7
246.3
0'
IP
+01.34
216.9
9'
IP
+42.6
7 204.15'
IP
+37.9
6
70.0
9'
RM-2 +0
6.9
2
114.9
0'
RM-2
+75.8
8
104.9
9'
RM-2
+24.0
1
104.9
9'
RM-2
+24.0
1
PL
PL
PL
PL
PL
PL
PL
PL
Scattered Trees
Grass &
Scattered Trees
Grass &
Flu
me
Conc.
Flu
me
Conc.
Rap
Rip
Inv. Out = 137.97
Inv. In = 138.72
In Pl. 18" CMP
Flu
me
Conc.
Inv. = 13
3.47
In Pl. 4
" CPP
In Pl. U
nderdrain
Inv. =
145.5
8
In Pl. 4"
CP
P
In Pl.
Underdrain
Flu
me
Conc.
PondDe
tention
Rap
Rip
In Pl. FES
Inv. Out = 137.91
Inv. In = 138.14
In Pl. 15" Conc. Pipe
In Pl. FES
210.87'
R/
W
Mon +96.19
143.5
9'
R/
W
Mon +4
4.6
0
88.0
8'
R/
W
Mon +7
2.8
4
3-Strands Barbed Wire7' Chain Link Fence w/
13
14
15
16
PO
T 402
+39.8
80
Ahd
PT 402
+37.2
14
Bk =
CD 64 West Survey C/L
= 4° 39' 46" Lt.
D = 1° 00' 00"
T = 233.265'
L = 466.273'
R = 5729.523'
PC 103+74.955
PI 106+08.220
PT 108+41.228
Ramp # 2
95N-6
4E
Surve
y C/L
= 4
7° 15'
06" Rt.
D =
5° 44' 0
0"
T = 4
37.13
3'
L = 8
24.14
4'
R = 9
99.33
0'
PC 23
+64.99
1
PI 28
+02.12
4
PT 31+
89.13
5
Rte # 64 EBL Survey C/L = 1° 21' 51" Rt.D = 0° 15' 04"
T = 271.510'
L = 542.994'
R = 22806.082'PC 396+94.220PI 399+65.730
PT 402+37.214
CD 64 East Survey C/L
= 3° 25' 11" Lt.
D = 0° 58' 00"
T = 176.933'
L = 353.761'
R = 5927.091'
PC 110+27.797
PI 112+04.730
PT 113+81.558
CD 64 East Survey C/L
= 4° 48' 59" Rt.
D = 0° 58' 00"
T = 249.268'
L = 498.242'
R = 5927.091'
PC 117+65.322
PI 120+14.590
PT 122+63.564
CD 64 West Survey C/L = 10° 37' 56" Lt.D = 1° 24' 00"T = 380.812'L = 759.437'R = 4092.519'PC 125+45.108PI 129+25.920PT 133+04.545
Ramp # 64W-295N Survey C/L
= 41° 56' 23" Rt.
D = 4° 46' 00"
T = 460.679'L = 879.846'R = 1201.998'PC 10+00.001PI 14+60.680PT 18+79.847
CD 64 West Survey C/L = 16° 42' 12" Rt.D = 1° 59' 23"T = 422.764'L = 839.531'R = 2879.761'PC 113+51.576PI 117+74.340PT 121+91.107
CD 64 West Survey C/L = 16° 42' 12" Rt.D = 1° 59' 23"T = 422.764'L = 839.531'R = 2879.761'PC 113+51.576PI 117+74.340PT 121+91.107
Ramp # 64W-295N Survey C/L
= 41° 56' 23" Rt.
D = 4° 46' 00"
T = 460.679'
L = 879.846'
R = 1201.998'
PC 10+00.001
PI 14+60.680
PT 18+79.847
Route 64 E.B.L.Route 64 E.B.L.
Route 64 W.B.L.
Route 64 E.B.L
Route 64 W.B.L Route 64 W.B.L.
Route 64 E.B.L.
Route 64 E.B.L.
Route 64 W.B.L.
Route 64 W.B.L.
Route 64 E.B.L.
Route 64 E.B.L.
Route 64 W.B.L.
Route 64 W.B.L.
Route 295
N.B.L.
Route 295
N.C.D.L.
PC 396+9
4.2
19
PT 402
+39.8
80
S 71° 26' 21" E
380
385
390
395
400
405
410
415
420
425
430
PC 396+9
4.2
19
PT 402
+37.2
14A
H 402
+39.8
64
S 71° 26' 21" E
380
385
390
395
405
410
415
420
425
430
PC 110+2
7.7
97
PT 113
+81.558
PI 117+6
5.3
20
S 76° 15' 27" E
85
90
95
100
105
110
115
PC 117+6
5.3
22
PT 12
2+6
3.5
64
PI 13
7+6
1.870
S 76° 15' 27" E
S 71° 26' 28" E
120
125
130
135
SS 13
7+6
1.870
PC 10
3+7
4.9
55
PT 10
8+4
1.228
PC 113
+51.576
PT 12
1+91.10
7
PI 12
5+4
5.110
S 77° 30' 02" E
S 60° 47' 50" E
95
100
105
110
115
120
125
PC 12
5+4
5.10
8
PT 13
3+0
4.5
45
PI 13
3+0
4.5
50
S 60° 47' 5
0" E
S 71° 25' 46" E
130
65
65
70
PT 20+11.3
24
PC 23+64.99
1
PT 31+89.135
PI 31+89.137
N 59° 5
4' 3
8" E
S 72° 50' 16" E
20
25
30
PC 10
+00.001
PT 18
+79.847
N 76° 3
3' 28" W
N 34° 37' 05" W
15
20
25
106
142.85
107
138.80
Rte # 64 WBL Survey C/L = 1° 21' 51" Rt.
D = 0° 15' 00"
T = 272.843'
L = 545.661'
R = 22918.081'
PC 396+94.219
PI 399+67.062
PT 402+39.880
In Pl. 60" x 60"
Box
Culvert
(c) In
v. In =
129.3
4
In Pl. 60" x 60"
Box
Culvert
(b) In
v. In =
129.3
3
In Pl. 60" x 60"
Box
Culvert
(a) In
v. In =
129.3
2
In Pl. End
wall
In Pl. F
ES
Inv. O
ut
= 13
1.49
Inv. In =
134.5
4
In Pl. 15
" Conc. Pip
e
Rim
= 13
6.6
4
In Pl.
DI
Flow Inv. = 128.85
Top = 135.97
Yard Inlet
Flow Inv. = 127.86
Top = 134.43
Yard Inlet
Flow Inv. = 126.83
Top = 133.93
Yard Inlet
In Pl. FES
Inv. Out = 133.88
Inv. In = 134.33
In Pl. 18" Conc. Pipe
In Pl. FES
Inv. O
ut
= 13
5.4
3
In Pl. 18
" Conc. Pip
e
Rim
= 13
8.8
8
In Pl.
DI
In Pl. F
ES
Inv.
Outf
all = 134.4
2
Inv.
Out
= 13
4.9
5
In Pl. 18"
Conc. Pip
e
Inv. In =
135.0
2
Rim
= 14
0.8
4
In Pl.
DI
Inv. Out = 1
33.95
In Pl. 2
4" Conc. Pi
pe
Rim = 1
37.95
In Pl. D
I
"Tee" Int
ersecti
on To
Box Culvert
Inv. Out = 13
3.43In P
l. 144.4'
-24" Co
nc. Pip
e
Inv. In
= 133.78Rim
= 137.4
3In P
l. DI
(C) In
v. O
ut
= 12
6.7
7
(B) In
v. O
ut
= 12
6.7
8
(A) In
v. O
ut
= 12
6.8
2
Top =
133.4
0
Conc. H
ead
wall
In Pl. FES
Inv. Out = 146.97
In Pl. 15" CMP
Inv. In = Over 3' Silt
Rim = 160.86
In Pl. DI
Inv. O
ut
= 13
7.9
4
Inv. In =
138.7
8
In Pl. 18"
RCP
"Tee" Intersection To Pipe
Inv. Out = 137.90
In Pl. 15" RCP
Rim = 140.00
In Pl. DI
"Tee" Intersection To Pipe
Inv. Out = 137.03
In Pl. 24" RCP
Rim = 140.03
In Pl. DI
"Tee" Intersection To Pipe
Inv. Out = 136.26
In Pl. 24" RCP
Rim = 139.13
In Pl. DI
In P
L. F
ES
Inv.
Out
= 13
3.6
9
Inv. In =
136.7
4
In Pl. 5
4" R
CP
In Pl. F
ES
Rip Rap
In P
L. F
ES
Inv.
Out
= 13
0.0
9
Inv. In =
130.6
6
In Pl. 6
0" C
MP
In Pl. F
ES
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Asphalt
Conc.
Conc.
Asphalt
Asphalt
Asphalt
AsphaltAsphalt
Asphalt
Asphalt
Conc.
AsphaltAsphalt
Asphalt Asphalt
Conc.
Asphalt
Asphalt
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fe
nce
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
4' Woven Wire Fence
15"
CM
P
15" Split Gum
18"
Cherry
18"
Cherry
18"
Cherry
2' Conc. V-Ditch
8' Conc. Ditch
12' Conc. Ditch
4" Ce
dar
12' Flat-Bottom Conc. Ditch
4' Conc. V-Ditch
4' Conc. V-Ditch
Guardrail
Guardrail
(B)
Guardrail
Guardrail
Asphalt
Asphalt
Old Williamsburg Road
(A)
(B)
(C)
(A)
Old Route 60
(A)
(B)
Stone Rip Rap
Stone Rip Rap
Stone Rip Rap
Stone Rip Rap
Stone Rip Rap
Stone Rip Rap
Stone Rip Rap
Stone Rip Rap
Wet Weather Ditch
(A)
Stone Rip Rap
(B)
2-10"
Cedars
12" Black Cherry
12" Cherry
2"
Maple
6" Pin
e
6"
Cedar
2-4" Cedars
Woods and Brush
Sign
Hardwood Sapling
BushesSaplings
Grass
Conc.
Guardrail
Medium Hardwoods
Conc.
Grass
Conc.
Grass
Asphalt S
hould
er
p
Grass Lane
Conc.
Conc.
Guardrail
Grass
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt S
houlder
Asphalt ShoulderAsphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt S
hould
er
Asphalt Shoulder
Asphalt Shoulder
Asphalt S
hould
er
Asphalt Shoulder
Asphalt S
houlder
Asphalt Shoulder
Asphalt Shoulder
Asphalt S
houlder
Asphalt Shoulder
Asphalt S
houlder
Asphalt S
houlder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt S
houlder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Exist. L/A LineExist. L/A Line
Exist. L/A LineExist. 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
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
Exist. L/A Line
Ex. Variable R/W Per VDOT Project # 0095-043-105, RW203
Exist. L/A LineEx. Variable R/W Per VDOT Project # 0095-043-105, RW203
Exist. L/A Line
Ex. Variable
R/W Per VDOT Pr
oject # 0095
-043-105, RW203
Grass
Asphalt
Asphalt
Guardrail
Grass
Guardrail
Conc.
Cedar
Grass
Grass
Planted Field
Planted Field
Small C
edars Cedar
Grass
Grass
Grass
Grass
Grass
Grass
Access Ramp
Access Ramp
Grass
Grass
Grass
Mixed Medium Woods
Mixed Medium Woods
Pines
Mixed Medium Woods
Cedar
Mixed Large Hardwoods
Grass
Mixed Medium Woods
Grass
Grass
Grass
Grass
Grass
Gravel
Small Mixed
Woods
Conc.
Access Ramp
Access Ramp
Grass
Conc.
Grass
Small Pin
es
Conc.
Grass
Grass
Grass
Grass
Info. Sig
n Posts (2)
Access Ramp
Planted Field
Conc.
Grass
Grass
Conc.
Grass
Conc.
Grass
Grass
Asphalt S
houlder
Asphalt Shoulder
Asphalt S
hould
er
Asphalt S
houlder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
Asphalt S
hould
er
8' Conc. Ditch
(S11°2
9'2
9"W 446.6
1')
D.B. 2043, PG. 2005
(S75°57'52"E 383.72') (S71°00'24"E 390.86')
(S74°22'41"E 857.22')
(S74°22'23"E 359.42')
5 Ac.
(N11°13'15"E 513.6
0')
D.B. 536, PG. 348
(S64°15'E 154.6')
(N23°E 118.5
2')
D.B. 110
1, P
G. 5
45
(S11°2
7'10"W 531.91')
1.51
Ac.
183.518 Ac.
D.B. 2566, PG. 1714
(N17°2
7'3
4"E 15
32.8
9')
(N17°4
9'3
4"E 12
88.4
7')
(N65°16'13"W 105.33')(N65°16'13"W 925.64')
(N55°26'10"W 90.41')
(N65°01'30"W 468.00')
P.B. 84, PG. 244
P.B. 86, PG. 95
P.B. 84, PG. 244
20.491 Ac.
(N65°10'11"W 96.16')
(N81°21'57"W
638.96')(N63°52'19"W 475.80')
(N61°53'58"W 353.94')
(N61°46'38"W 182.93')
((N69°21'47"W 464.98')
(N62°28'25"W 277.49')
46.332 Ac.
(S11°2
9'2
9"W 12
88.3
4')
D.B. 2566, PG. 1714
Site
4' C
onc
V-Ditch
Gravel
Cell Tower
Gravel
Shed
14.5' Conc. Ditch
6" Cherry
13' Conc. Ditch
8' Conc. Ditch
6" Cherry
6" Cherry
2-2
1" O
aks
Shed
2-10"
Apple Trees
10"
Apple Tree
(S71°27'11"E 465.68')
(S18°0
9'2
4"W 617.19')
(N11°15'18"W 558.8
8')
(N10°4
3'3
2"E 5.11')
5.82 Ac.
(N18°0
9'2
4"E 617.19')
D.B. 2303, PG. 760
(S23°0
0'W 208.8
6')
(N23°0
0'E 564.10')
(S64°15'E 204.60')
1.39 Ac.
(N23°0
0'E 564.1')
D.B. 2127, PG. 309
(S16°4
6'2
0"W 564.17')
(S17°27'11"E 419.14')
(N69°24'13"W 49.85')
D.B. 2775, PG. 18285.49 Ac.
4' Conc. V-Ditch
4' Conc. V-Ditch
(S23°0
8'5
0"W 10
9.7
6')
Bell Atlantic
& Virginia P
ower E
asem
ent
Henrico C
ounty
Waterline
Easem
ent
Asphalt Shoulder
Asphalt Shoulder
Exist. R/W
Exist. R/
W
Exist. R/W
Route 2
95 Fly-Over
Relocated R
oute 2
95 N
orth & Route 6
4 East Ram
p
Asphalt Shoulder
Asphalt Shoulder
Asphalt Shoulder
In Pl.
Underdrain
Asphalt Shou
lder
5
Ac.
4' Woven Wire
Fence
Gravel
4' Wire Fence
D.B. 5
36, P
G. 3
48
(N17°E 358.0
6')
1.24
Ac.
D.B. 1070, P
G. 8
1.63
Ac.
D.B. 1732, P
G. 9
63
(S63°47'51"E 129.51')
(S17°W 543.5
0')
S71°39'33"E 925.28'
N16°4
9'4
5"E 10
9.7
1'
S71°21'33"E 468.06'S71°17'35"E 105.70'
S71°00'57"E 390.64'
D.B. 2138, PG. 1690
21.18 Ac.
P.B. 86, PG. 95
82.44 Ac.
D.B. 2303, PG. 760
N65°07'36"W 96.15'
S74°21'16"E 359.37'
S61°50'34"E 186.33'
S61°37'19"E 87.12'
S75°57'30"E 383.76'
S61°54'36"E 353.89'
(N23°0
8'5
0"E 10
9.7
6')
Tank
Conc.
Rip R
ap
24" CMP
Asphalt
Guar
drail
Conc.
Asphalt Shoulder
Asphalt Shoulder
Guar
drail
Guar
drail
(a)(b)
(c)
Rip R
ap
(N23°16'19"W 225.62')
(N45°53'31"W 351.58')
(N65°53'52"E 132.27')
N23°14'32"W 225.71'
Asphalt Shoulder
Asphalt Shoulder
Guardrail
Asphalt Shoulder
Asphalt Shoulder
Light Trees
(N65°16'13"W 105.33')
S71°17'35"E 105.70'
Asphalt S
hould
er
In Pl. FES
Inv. Out = 131.90
Inv. In = 132.24
In Pl. 24" CMP
In Pl. FES
Throat Out = 143.46
Rim = 144.37
In Pl. DI
Clearance = 16.57'
Clearance = 16.65'
Clearance = 16.71'
Clearance = 18.03'
Clearance = 18.04'
Clearance = 18.35'
Clearance = 19.35'
Clearance = 19.57'
Clearance = 19.35'
In Pl. 15" R
CP
Inv. In =
121.18
Inv. O
ut
= 119.9
8
4' Woven Wire
Fence
DELETED
Grass
Metal Sig
n
12.6' x 7'
Metal Sign
16.6' x 8.6'
Metal Sig
n
Metal Sig
n
Metal Sign
Metal Sig
n
Metal Sig
n
Metal Sig
nMetal Sig
n
Metal Sig
n
14' x 11'
Plastic Delineators Posts
Metal Sig
n
Gate
Metal Sig
n
Gate
Metal Sig
n
Metal Sig
n
Metal Sign
Plastic Delineator Posts
Metal Sig
n
Metal Sig
n
Metal Sig
n
Metal Post
Metal Sig
n
Metal Sig
n
Metal Sig
n
Metal Sig
n
Solar Panel
Pole
With
Woods
Woods
Woods
Woods
Woods
Twin 8" Oak
Woods
Crape Myrtles
Woods
Overhead Sig
n
Overhead Sig
n
Overhead Sig
n
Overhead Sig
n
Mixed Pines And HardwoodsMixed P
ines And Hardwoods
Mixed Pines And Hardwoods
8' Chain Link Fence
Mixed Pines And Hardwoods
Metal Sign
09-22-16 2:4
9 PMTop H2O = 12
5.59 09-22-16 2:4
9 PMTop H2O = 12
3.29
09-15-16 2:4
9 PMTop H2O = 119
.11
09-15-16 12:1
7 PMTop H2O = 116
.77
09-23-16 10:
50 AMTop H2O = 118
.99
09-22-16 9:48 AM
Top H2O = 130.66
09-23-16 9:1
0 AMTop H2O = 12
3.21
09-23-16 9:5
2 AMTop H2O = 12
1.83
Top Of Ban
k
Toe Of Slope
Top Of Ban
k
Toe Of Slope
Top Of Ban
k
Toe Of Slope
Top Of Ban
k
Toe Of Slope
Top Of Bank
Toe Of Slope
AN
D
CO
NS
TA
NC
E
MA
RY
WE
ST
BR
OO
K
J. J. W
ES
TB
RO
OK
29564 ASSOCIATES
W. PARRY WRIGHT, JR.AND LILLIAN W. WRIGHT
AN
D
MA
RY C
AR
OL
YN
BO
WYE
R
HO
WA
RD
ED
WA
RD
BO
WYE
R
COOKE PROPERTIES, L.L.C.
COOKE PROPERTIES, L.L.C.
VIENNA FINANCE, INC.
THOMAS BENNETT LUCK, SR.AND VIRGINIA CHANDLER LUCK
RAYMOND C. SPERLAZZAAND CHRISTY D. SPERLAZZA
AN
D
LIL
LIA
N
W. W
RIG
HT
W. P
AR
RY
WRIG
HT, J
R.
RO
BE
RT
P. W
RIG
HT
AN
D
MA
RG
AR
ET
F. W
RIG
HT
IMG/INTERCHANGE ASSOCIATES
LIMITED PARTNERSHIP
VIENNA FINANCE, INC.
CONSTRUCTION ALIGNMENT CL
I-64 WBL CONST. BL
I-64 EBL CONST. BL
1000' TAPER
STATION 2402+10.01
EBL CENTERLINE
BEGIN CONSTRUCTION
STATION 1402+11.28
I-64 CONSTRUCTION CENTERLINE
PE-101, RW-201, C-501
BEGIN PROJECT: 0064-043-602
PAVEMENT MARKING PROJECT
STATION 1402+11.28
I-64 CONSTRUCTION CENTERLINE
PE-101, N-501
BEGIN PROJECT: 0064-043-852
001
1
MILE
20
