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DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
GENERAL NOTES
(F) Ground Covers and Vines - 0.25 gallon per pit
(E) Shrubs under 18" in Height - 1 gallon per pit
(D) Shrubs over 18" in Height - 2 gallons per pit
(C) Evergreen Trees - 8 gallons per pit
(B) Deciduous Trees 10’ in Height or Less - 6 gallons per pit
(A) Deciduous Trees over 10’ in Height - 12 gallons per pit
HR - Hour
S.F. - Square Feet
C.Y. - Cubic Yard
L.F. - Linear Feet
EA. - Each
B.R. - Bareroot
CONT. - Container
CAL. - Caliper
B&B - Balled & Burlapped
HGT - Height
PLANT SUMMARY
LANDSCAPE SUMMARY AND NOTES
20.
19.
18.
17.
16.
15.
14.
13.
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
Definition of abbreviations:
and the contract Special Provision for Section 605 Planting dated August 12, 2008.
establishment period, refer to the VDOT Road and Bridge Specifications, Section 605
For additional information relative to preparation, planting, mulching, maintenance, and the
and equal to the depth of the container or root ball.
Planting pits for container material shall be twice the width of the container or root ball
Standard 1201.08 for Mulch Specifications.
The mulching material for this project shall be: SHREDDED HARDWOOD BARK. See VDOT
plant material.
by the Engineer prior to excavation of planting pits and/or beds and installation of any
The location of all plant material shall be staked in the field by the Contractor for approval
unless otherwise directed by the Engineer.
On center spacing of plant material shall be indicated in the Landscape Summary or plan,
as required for changes due to actual field conditions when directed by the Engineer.
Location of plant materials shown on the plans are schematic only and shall be adjusted
Major trees shall not be planted under overhead wires at any time.
assets that may exist in the project area.
The Contractor shall coordinate, through the Engineer, the location and delineation of VDOT
utilities (public and/or private) within landscaping areas.
and landscaping, the contractor shall verify the locations of all underground and aerial
Utility data for this project is shown on the landscaping plan sheets. Prior to excavation
of the total quantity.
a representative sample of each species may be required for approval prior to shipment
all plant material at its source prior to digging or delivery. If this opportunity is waived,
The Engineer or their designee shall be given the opportunity to inspect and approve
and tamp properly.
provided that there is sufficient space between the ball and the side of the pit to backfill
Should the ball size exceed the minimum size given, the pit size need not be increased
bidding purposes, this assumes a total of 14 times per year.
and every 4 weeks during the period between October 1 and November 30. For Contractor’s
April 1 and May 31; every 2 weeks during the period between June 1 and September 30;
The Contractor shall water all living plants every 4 weeks during the period between
Engineer:
minimum quantities of water for each watering, unless otherwise directed by the
During the establishment period the contractor shall water each plant with the following
day of planting. The same procedure shall be followed in planting replacements.
shall be filled with soil mix, fertilized, tamped, and again watered, all within the same
tamped, and thoroughly watered. After settlement of the soil, the remainder of the pit
mix shall then be filled around the roots to approximately 75% of the depth of the pit,
Plants shall be set in the planting pit, at the proper depth, on tamped soil mix. Soil
to the project site, not after they have been pruned.
Size of plants indicated on this summary sheet refer to the size of plants delivered
prior to April 30.
All plants must be in place by April 15 in order that replacements may be made
The planting season for this project shall be from October 1 through April 30.
All planting and site work shall be within the right-of-way.
Standards (American Standard for Nursery Stock).
and the 2008 Road and Bridge Standards. Plant Material Shall Conform to AN&LA
All planting shall be in accordance with the 2007 Road and Bridge Specifications
38(1)
38(1)
d58599-38(01).dgn
Plotted By: localuser2:52:50 PM
2/2/2015
SHEET NO.PROJECT
REVISEDSTATE
VA.
ROUTE
STATE
PROJECTSHEET NO.
7
6007-053-133
P101, R201, C501
(NFO) 6007-053-133
PROJECT MANAGER
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014
Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232
Dewberry Consultants LLC - (703) 289-4796
Accumark, Inc., Nov. 2013 - Apr. 2014
565
575
590
605
600
595580
575
570
595
590
585
570
580
580
575
575
585
590
580
595
580
575
585
590
585
580
575
570
585 5
90
580
575
570
585 590
595
590 5
95
585
565
555
560
580
575
570
555
585
550
565
580
560
555
570
565
565
560
570
575
570
580
565
5655
65
560
560
563.7
565
565.4
570
570
575
575
580
580
585
585
585
585.7
586.1
586.3
586.3
586.6
587.3
590
590
590590
592.4
592.6
592.7
593.5
595
595
595
595
595
600
600
600
600
600.5
600.9
601.4
602.6
604.4
605
605
605
605
605
607.6
609.4
610 610
610
610
610
610
614.1
614.7
615
615
615
615
615
615
615.6
615.6
616.3
618.1
618.3
618.6
618.9
619.1
619.6
620
620
620
620.2
620.4
620.5
620.7
620.8
620.9
621.3
621.6
621.6
625
625
630
630
635
635
640
645
650
Route 7
WB
L
Route 7 E
BL
Route 9
Bridge View
Court
WO & D Tr
ail
Dry
Mill
Road
In Pl. H
WIN
V. =
582. 74
In Pl. 3
6" C
MP
In Pl. 3
6" C
MP
In Pl. H
W
In Pl. H
WIN
V. =
574. 53
Inv. In =
576. 92
In Pl. 3
6" C
MP
Inv. O
ut =
576. 58
Top =
581. 3
0
In Pl. Grate
In Pl. 3
6" C
MP
In Pl. 3
6" Conc. Ditch
Top =
610. 05
In Pl. Grate
In Pl. 18" C
MP
INV. =
572. 69
In Pl. E
ND
SE
CTIO
N
In Pl. E
ND
SE
CTIO
N
Inv. O
ut =
607. 55
In Pl. 18" R
CP
INV. =
607. 03
In Pl. H
WIN
V. =
596. 50
In Pl. C
onc. Ditch
Inv. In =
614. 63
In Pl. C
onc. Ditch
In Pl. C
onc. Ditch
Inv. O
ut =
572. 95
In Pl. E
ND
SE
CTIO
N
In Pl. C
onc. Ditch
Inv. In =
606. 47
INV. =
581. 8
7
In Pl. H
W
In Pl. 2
1" C
MP
INV. =
563. 94
In Pl. 3
6" C
MP
In Pl. H
W
In Pl. 2
4" C
MP
INV. =
555. 91
In Pl. 3
6" C
MP
INV. =
559. 79
In Pl. 4
8" C
MP
In Pl. H
W
INV. =
550. 19
In Pl. 4
8" C
MP
(Pip
e Collapsed)
In Pl. H
W
INV. =
578. 72
In Pl. H
W
In Pl. 3
0" C
MP
(Covered
with dirt)
INV. =
580. 54
In Pl. H
W
In Pl. 2
1" C
MP
In Pl. E
ND
SE
CTIO
NIn Pl. 2
4" C
MP
INV. =
562. 96
INV. =
567. 29
INV. =
570. 45
In Pl. E
ND
SE
CTIO
NIn Pl. 2
7" C
MP
PL
PL
PL
584
578
578
576
574
582
572
571570.8
578
576
574
580
590
582
580
578
576
575.7
584
578
580
582
584
586588
579
579578
576
574
572
580
578
576
574
572
570
568
586
588
580
578
576
574
573
580
15"
15"
60"
60"
15"
15"
60"
60"
15"
15"
24"
24"
30"
30"
30"
15"
36"
30"
15"
24"
30"
30"
15"
15"
15"
15"
18"
15"
15"
15"
15"
136
137
138
139
140
141
142
143
144
145
146
POT 10
+00.00
10
11
12
13
14
15
16
17
18
19
20
PC 2
0+51.7
0
21
PC 10
+00.0
0
11
12
PT 12
+08.74
PC 12
+46.97
13
PT 13
+85.55
14
POT 14+50.86
12
PT 12
+08.78
PC 12
+60.34
13
PT 13
+46.87
14
POT 14+75.05
136
137
138
139
140
141
142
143
144
145
146
145145
16
11
PRC
11+30.6
4
12
13
PT 13+11.65
PC 10+00.00
10
11
12
PT 12
+23.77
13
14
15
16 PC 16
+07.2
6
CF
CF
FC
CF
CF
CF
CF
CF
12
13
14
15
1617
PT 13
+68.45
PC 14+43.56
PT 17
+74.38
10
11
12
13
14
15
10
11
12
13
14
15
16
PT 16+68.51
PRC 15
+86.60
PCC 13
+59.87
PRC 11+33.15
POT 19+21.5
8
16
17
18
19
PC 17+59.37
PT 17+74.38
PT 16+33.36
PC 310+55.33
PT 308+06.77
PC 308+68.59
PT 309+53.77
PT 307+13.2
8
PT 312
+06.8
7P
C 307+6
1.38
PC 10
+00.0
0
PC 306+7
0.40
PT 305+13.64
PC 303
+42+3
2
PT 302+0
0.2
0 PC 300+0
6.18
PR
C 300+9
3.2
9
PC 10
+00.00
PRC
10+72.52
PCC
12+79.84
PRC
14+87.16
PT 15
+85.41
PRC
316+53.87
PT 3
16+92.83
PC 3
17+37.84
PC 3
17+59.57
PC 10
+00.00
PC 3
18+66.63
PT 3
18+99.49
POT
319+14.72
301
302
303
304
305
306
307
308
309
310
311
312
313
314
315
PC 315
+49.16
316
317
318
319
CF
FC
FC
CF
FC
FC
CF
PCC
10+61.
95
CC
CC
CC CV
CC FM
QP
NS
CC
FM
CC
FM
CC
AA
ZS
QB
AF
AF
PV
PV
PV
CC
CC
CV
FM
CV
AA
CC
CV
CV
AA
CV CV
CC
LS
LS
AR
AR
QB
AR
AR LS
JV
JV
TTTT
TT
TT
PV
JV
JV
JV
JV
TT
TT
JV
AAJV
TT
CV
CC
CC
CCCC
CC
CC
AA
CV
CL
QP
CC
PV
PV
PV
PV
PV
ZS
ZS
ZSAF
45 JCS
JV
QP
QP
QP
QP
QP
QB
QP
QP
QPAR
AR
AR
LS
QB QBQB
LS
LS
LS
LS
LS
LS
LS
FM
CC
ZS
ZS
ZS
ZS
NS
NSNS
ZS
NS
NS
QB
NS
AA
AA
JV
JV
JV
294 HS
CC
CC
CC
30 RH 30 R
H
30 RH
192 HS 19
2 HS
636 LM
636 LM
50 RH
294 HS
50 RH
50 EH
2 CAS
7 MP2 C
AS
2 CAS
3 MP
2 MP
LS
AA
ZS
16 CS
JV
5 MP
JVJV
JV
CV
CV
CV
CV
QB
3 HV
22 RH
7 CAR
7 CAR
7 CAS7 CA
S
7 CAS
3 CAR
14 IV
2 MP
3 MP
2 MP
1 CAS
2 MP
2 HV
4 CAS
11VD
10 VD
12 VD
LM970
LM970
IV
20 JCS20
54 IV
35 CS
FM
RH70
50 RH
RH175
52 IV
8 CS
RH35
7 CS
AA
AA
JV
JV
TT
JV
CV
AAAA
CVPV
PVRH215
RH20
30RH
41 IV
2 MP
45 IV
CS18
CV
QP
3 MP
11 MP
CV
CV
MV MV
MV
INSINS
MVMV
MV
INS
INS
INS
INS
CV
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
16(2)
d58599-38(02).dgn
Plotted By: localuser1:48:59 PM
2/2/2015
SHEET NO.PROJECT
REVISEDSTATE
VA.
ROUTE
STATE
PROJECTSHEET NO.
7
6007-053-133
P101, R201, C501
(NFO) 6007-053-133
PROJECT MANAGER
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014
Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232
Dewberry Consultants LLC - (703) 289-4796
Accumark, Inc., Nov. 2013 - Apr. 2014
0
SCALE
50’ 100’
ROUTE 9
W&OD TRAIL
WB
RO
UT
E 7
EB
RO
UT
E 7
RA
MP
D
RA
MP
B
.D
R
LLI
M
YR
D
E. C
OLO
NIA
L H
WY.
ROUTE 9
RA
MP C
RA
MP
A
38(2)
38(2)
ROUTE 9
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
d58599-38(03).dgn
Plotted By: localuser1:39:28 PM
2/2/2015
SHEET NO.PROJECT
REVISEDSTATE
VA.
ROUTE
STATE
PROJECTSHEET NO.
7
6007-053-133
P101, R201, C501
(NFO) 6007-053-133
PROJECT MANAGER
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014
Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232
Dewberry Consultants LLC - (703) 289-4796
Accumark, Inc., Nov. 2013 - Apr. 2014
640
630
655
635
645
650
594.6
610610
615
615
620
620
625
625
630
6306
35
635
640
640
645
645
650
650
655
655
660
6656
70
670
670
672.1
674.1
674.6
675.0
675
675
676.2
676.5
677.5
677.6678.6
678.6
679.1
679.2
679.6
679.8679.9
680
680
680
680.2
680.2
680.4
681.2
684.3
685
690
Beachnut R
oad
Route 7 EBL
Route 7 WBL
Hid
den
Gap Road
Dense T
rees
Dense T
rees
TOP =
674. 09
In Pl. Grate
In Pl. 18
" RCP
In Pl. 18
" RCP
In Pl. 3
0" CMP
INV. = 6
60. 60In P
l. HW
In Pl. E
ND SEC
TION
In Pl. 18
" RCP
INV. = 6
81. 08
INV. = 6
73. 45
Inv. Out = 6
70. 21
Inv. In
= 670. 3
7
In Pl. 18
" RCP
In Pl. H
W
In Pl. H
W
In Pl. 3
0" CMP
INV. = 6
04. 57
INV. = 5
94. 03
In Pl. 15
" RCP
In Pl. E
ND SEC
TION
In Pl. E
ND SEC
TION
In Pl. E
ND SEC
TION
In Pl. 15
" RCP
INV. = 6
86. 74
In Pl. 2
4" CMP
In Pl. 2
4" CMP
INV. = 6
64. 07In P
l. END
SECTIO
N
No Width Given
Deed Book 683 Page 495
VEPCO
Esmt
Deed B
ook 173
7 Page 165
9
VEPCO Esmt
Deed B
ook 173
6 Page 22
95
Bell Atlantic E
smt
P L
P L
P L
PL
PL
15"
24"
24"
660
655
650
645
665
669
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
161
162
163
164
PI 164+00.14
165
PI 165+50.14
166
167
168
169
170
171 PI 171+00.14
172
173
174
175
171
171
164
164
C FCF
CF
CF
C F
C F
CFC F
JV2 JV
2
JV2
JV2
IN2IN
2IN
2 JV2
JV2
JV2
JV2
JV2 JV
2
JV2
PA-2
JV2
PA-2
PA-2
JV2
IN2
JV2
IN2
PA-2
JV2JV
2JV
2 JV2
SP
11,000 +/- SF
JV2
JVJV
JVJV
PA-2IN
2
LS
PA-2
PA-2
PA-2
LS LSIN
2 IN2
IN2
IN2
PA-2
PA-2 P
A-2
JV2
0
SCALE
50’ 100’
38(3)
38(3)
WB ROUTE 7
EB ROUTE 7
HID
DE
N
GAP
RO
AD
BEECH
NUT ROAD
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
d58599-38(04).dgn
Plotted By: localuser1:40:12 PM
2/2/2015
SHEET NO.PROJECT
REVISEDSTATE
VA.
ROUTE
STATE
PROJECTSHEET NO.
7
6007-053-133
P101, R201, C501
(NFO) 6007-053-133
PROJECT MANAGER
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014
Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232
Dewberry Consultants LLC - (703) 289-4796
Accumark, Inc., Nov. 2013 - Apr. 2014
592.4
595
595
600
600
605
605
610
610
615
615
620
620
620
620
622.7
624.3
625
625
625
625
625
625
630
630
630
630
630
630
630.1
630.6
632.6
634.5
634.5
635
635
635
635
635
635
635
635.1635.4
635.5
636.4
636.5
637.5
637.6
638.4
638.5
638.7
638.8
638.8
639.4
639.4639.5
639.5
639.5
639.6
640
640
640
640
640
640
640
640
640.5641.5
641.7
642.5
642.5
643.9
644.1
644.3
644.7
645
645
645
645
645
650
650
650
650
651.8
655
655
655
657.6
Beachnut R
oad
Route 7 WBL
Route 7 EBL
Deck
Route 7 WBL
Route 7 EBL
Beac
hnut R
oad
INV. = 6
04. 59In P
l. HW
TOP =
630. 14
In Pl. Grate
In Pl. 18
" CMP
In Pl. 18
" CMP
In Pl. 18
" CMP
INV. = 6
20. 39In P
l. HW
In Pl. H
W
In Pl. 18
" CMP
TOP =
632. 52
INV. = 6
15. 85
Inv. Out = 6
13. 61
Inv. In
= 613. 6
1
In Pl. 18
" CMP
In Pl. 3
0" CMP
INV. = 5
94. 03
In Pl. Grate
In Pl. 18
" CMP
Inv. Out = 6
25. 40
VEPCO EsmtDeed Book 1751 Page 2018
15’ VEPCO EsmtDeed Book 1862 Page 111
P LP L
P L
P L
P L
Deed Book 1862 Page 111
15’ VEPCO Esmt
SWM 16A
630
626
627.5
632
628630
630
624
623
626
626
622.5
630
630
631
631
632
634
636
628
628
624623
626
628
624
626
628
626
18"
18"
15"18"
24"
620
615
605
615
610
24"
176
177
178
179
180
181
182
183
184
185
186
187
188
189
190
176
177
178
179
180
181
182
183
184
185
186
187
PI 187+25.14
188
189
PI 189+00.14
184
184
POT 10+00.00
10
11 PC 11+31.73
12
13
PCC 13+08.97
14
15
16
17
PT 17+45.33
CF
C F
CF
CF
CF
CF
CF
JVTT
CV
CV
CVTT
AA
CC
CV
JV
TTTT
TT
11 IG
6 IG
QB
IN2
PO
PO
PO
23 IG
5 FM
5 FM
JV2
JV2
PA-2
PA-2
PA-2 JV
2JV
2IN
2 IN2 JV
2
IN2
IN2
PA-2
PA-2
JV2
JV2
IN2
JV2
IN2
IN2
PA-2
PA-2
PA-2
IN2IN
2IN
2IN
2PA-2
PA-2
PA-2
PA-2
IN2IN
2IN
2
JV2
JV2
JV2
JV2
JV2
JV2
JV2
JV2JV
2
PA-2
PA-2
PA-2
IN2IN
2JV
2JV
2IN
2IN
2IN
2
JV2
IN2
PA-2
6 INS
AA
PO12 IG
JV2
IN2 JV
2
JV2
16(3)
0
SCALE
50’ 100’
EB ROUTE 7
WB ROUTE 7
38(4)
38(4)
BEEC
HNUT R
OAD
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
d58599-38(05).dgn
Plotted By: localuser1:40:53 PM
2/2/2015
SHEET NO.PROJECT
REVISEDSTATE
VA.
ROUTE
STATE
PROJECTSHEET NO.
7
6007-053-133
P101, R201, C501
(NFO) 6007-053-133
PROJECT MANAGER
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014
Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232
Dewberry Consultants LLC - (703) 289-4796
Accumark, Inc., Nov. 2013 - Apr. 2014
580
585
585
590
590
595
595
600
600
605
605
605
610
610
610
610
615
615
615
615
619.5
620
620
620
620
620
620.9
621.9
622.1
622.5
623.3
623.6
623.8
624.2
624.4
624.4
624.4
624.6
624.6
625
625
625
625
625
625
625
625
625.4
625.5
626.5
626.6
626.9
627.2
627.4
627.4
627.5
627.6
629.4
629.4
630
630
630
630
630
632.6
633.5
633.6
634.6
635
635
635
635
635
635
635.5
636.1
637.2
637.2
637.3
639.8
639.8
640
640
645
650
650
655
655
656.7
660
661.9
665
667.5
Farm Market Road
Route 7 WBL
Route 7 EBL
White Gate Place
In Pl. 18" R
CPIn Pl.
END
SECTIO
N
(POO
R CO
NDITIO
N)
(DIT
CH C
OVER
ED WIT
H DI
RT)
INV. = 60
2. 2
5
In Pl. 15" C
MP
In Pl.
END
SECTIO
N
In Pl. 15" C
MP
INV. = 62
4. 10
INV. = 62
3. 69
In Pl. 15" C
MP
INV. = 63
0. 94
In Pl.
END
SECTIO
N
In Pl.
END
SECTIO
N
In Pl.
END
SECTIO
N
In Pl. 15" C
MP
INV. = 63
0. 91
In Pl. SS
MH
In Pl. 18" C
MP
Inv.
Out = 573. 2
8TOP = 598. 13
Inv.
Out = 594. 5
2
Inv. In = 594. 5
6
In Pl. 18" C
MP
Inv. In = 573. 3
2
In Pl. 30
" CMP
In Pl. 18" C
MP
In Pl. 30
" RCP
TOP
= 619. 3
7
In Pl.
Grate
In Pl.
END
SECTIO
N
INV. = 58
0. 69
10’ Stand
ard Utili
ty Esmt
Deed Boo
k 584 Pa
ge 521
15’ Verizon EsmtDeed Book 1845 Page 1667
15’ Verizon Esmt
Deed B
ook 1845 P
age 1667
PL
PL
PL
PL
Deed Book 584 Page 521
10’ Standard Utility Esmt
36"
36"
192
PC 192+7
1.52
193
194
195 196
197
198
199
200
201
202
203
204
205
206
191
192
PC 192+3
0.67
193
194
195 196
198
199
200
201
202
203
204
205
206
197
197
POT 10+00.00
10
11
POT 11+30.00
15
PT 15+95.4319
7
CF
CF
F
CF
C
F CFC
JV2
JV2
JV2JV2
JV2
0
SCALE
50’ 100’
EB ROUTE 7
WB ROUTE 7
38(4)
38(5)
38(5)
WHIT
E
GAT
E P
LA
CE
FARM MARKET ROAD
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
d58599-38(06).dgn
Plotted By: localuser1:41:32 PM
2/2/2015
SHEET NO.PROJECT
REVISEDSTATE
VA.
ROUTE
STATE
PROJECTSHEET NO.
7
6007-053-133
P101, R201, C501
(NFO) 6007-053-133
PROJECT MANAGER
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014
Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232
Dewberry Consultants LLC - (703) 289-4796
Accumark, Inc., Nov. 2013 - Apr. 2014
530
535
535
535
540
540
540
540
545
545
545
545
550
550550
550
550
555
555
555
555
555
555
560
560
560
560
560
560
563.5
565
565
565
565
565
568.7
570
570
570
570
570
572.6
572.6
572.6
572.7
573.4
573.5
573.5
573.5
573.5
573.6
573.6
573.8
574.3
574.6
575
575
575
575
575
575.5
577.3
580
580
580
580
585
585
585
586.8
588.4 588.4
589.5
589.6
589.7
590
590
590.5
594.4
595
595
597.3
600
600
600
600.9
603.7
605
605
605
610
610
610
610.3614.8
615
615
615
620
62062
0
625
625
626.6
627.4
627.6
628.3
630
630
630
635
635
640
645
646.1
Pearce
Circle
Roxbury Hall Road
INV. = 549. 50
In Pl. H
WIn Pl. 18" C
MP
In Pl. 18" C
MP
(Pipe caved-in)
INV. = 559. 89
In Pl. H
W
In Pl. E
ND SE
CTIO
N
In Pl. 15" C
MP
INV. = 584. 20
INV. = 586. 92
In Pl. E
ND SE
CTIO
N
In Pl. 15" C
MP
In Pl. 2
4" C
MP
In Pl. H
WIn Pl. 2
4" C
MP
INV. = 540. 80
INV. = 554. 25
INV. = 545. 37
In Pl. H
WIn Pl. 2
4" C
MP
In Pl. 2
4’ C
MP
Inv. O
ut = 548. 82
Inv. In = 549. 04
In Pl. Grate
In Pl. H
WIn Pl. 18" C
MP
TOP = 572. 62
TOP = 563. 60
In Pl. Grate
INV. = 564. 65
In Pl. H
WIn Pl. 2
4" C
MP
In Pl. 2
4" C
MP
In Pl. 2
4’ C
MP
Inv. O
ut = 557. 92
Inv. In = 559. 50
15’ Utility Esmt
Deed Book 583 Page 520
(Arc = 74.55’)
108.64’) 31.18
’)
(N29°2
2’0
8"E
PL
PL
PL
Z Z
Z
Z
Z
Z
Z
D. B. 9
93 P
age 119
7
D. B. 8
81 P
age 1015
30’ Ingress E
gress
Ease
ment
15"
15"
15"
15"
15"
15"
60"
60"
24"24"
550
545
541
24" 15
"
15"24"
222
223
224
225
226
227
228
229
230
231
232
233
234
235
221
222
223
224
225
226
227
228
229
230
231
232
233
234
23
PT 23+02.12
PC 23+49.39
24
25
PT 25+36.08
26
27
28
PC 28+83.03
29
30
PT 30+46.88
31
32
33
34
35
PC 35+67.07
36
CFCF
C F
CF
C F
C
F
CF
C F
CF
CF
CF
CF JV2
NS
HC
JV2JV2
JV2
JV2
JV2
JV2
JV2
JV2
JV2
JV2JV2
JV2
JV2JV2
JV2
JV2
JV2
JV2
PA-2
IN2IN2
JV2
IN2
PA-2
PA-2
PA-2
PA-2
JV2
PA-2
JV2IN2
JV2JV2JV2JV2 JV2JV2
PA-2PA-2
PA-2JV2
PA-2
IN2
JV2
JV2
IN2
JV2JV2
JV2
IN2
PA-2
PA-2
JV2JV2
IN2IN2
0
SCALE
50’ 100’
WB ROUTE 7
EB ROUTE 7
FORT JOHNSTON RD.
38(6)
38(6)
MA
TC
HLIN
E - S
EE
SH
EE
T 38(7)
MA
TC
HLIN
E - S
EE
SH
EE
T 38(7)
ROXBURY HALL ROAD
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
d58599-38(07).dgn
Plotted By: localuser1:42:09 PM
2/2/2015
SHEET NO.PROJECT
REVISEDSTATE
VA.
ROUTE
STATE
PROJECTSHEET NO.
7
6007-053-133
P101, R201, C501
(NFO) 6007-053-133
PROJECT MANAGER
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014
Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232
Dewberry Consultants LLC - (703) 289-4796
Accumark, Inc., Nov. 2013 - Apr. 2014
435
440
445
445445
450
450
455
455
455
458.2
460
460
460
460
460
460
465
465
465
465
465
465
465
468.9
470
470
470
470
470
470
470
475
475
475
475
475
475
475
480
480
480
480
480
480
482.5
484.2
485
485
485
485
485
485
485
486.4
490
490
490
490
490
490
490
491.4
495
495
495
495
495
W.E.
495.1
495.8
496.4
496.7
497.1
497.1
497.2
500
500
500
500
500
500
500
505
505
505
505
505
505
505
505.7
506.4
506.5
510
510
510
510
510
510
511.4
511.6
512.3
513.0
513.2
515
515
515
515
515
515
519.4
520
520
520
520
520
520
520.6
521.5
525
525
525
525
530
530
530
535
535
535
540
540
540
541.1
543.4
545
545
546.7
550
550
555
560
565
570
575
580
585
590
595
Route 7 WBL
Route 7 EBL
Roxbury Hall Road
Leeland Orchard Roa
d
Dense Trees
Dense Trees
Dense Trees
Dense Trees
Dense Trees
Dense Trees
Dense Trees
In Pl. C
ON
C. DIT
CH
(Poor Condition)
TOP = 508. 65
In Pl. H
W
INV = 467. 81
In Pl. C
ON
C.
DIT
CH
INV. = 487. 82
In Pl. 3
0" C
MP
INV. = 499. 67
In Pl. H
W
Inv. In = 499. 27
In Pl. Grate
In Pl. 2
4’ C
MP
Inv. O
ut = 498. 97
Inv. In = 468. 06
In Pl. H
WIn Pl. 2
4" C
MP
TOP = 486. 45
INV. = 474. 66
In Pl. 2
4" C
MP
Inv. In = 443. 04
(Poor Condition)
In Pl. 2
4" C
MP
In Pl. H
WIn Pl. 2
4" C
MP
Inv. In = 470. 27
In Pl. Grate
In Pl. 2
4’ C
MP
Inv. O
ut = 470. 23
In Pl. 15" C
MP
In Pl. E
ND SE
CTIO
N
In Pl. E
ND SE
CTIO
N
In Pl. 15" C
MP IN
V. = 520. 01
INV. = 527. 74
INV. = 495. 90
In Pl. H
WIn Pl. 3
6" C
MP
In Pl. 3
0" C
MP
In Pl. 2
4" C
MP
INV. = 496. 09
In Pl. H
W
INV. = 518. 50
In Pl. E
ND SE
CTIO
N
In Pl. 15" C
MP
In Pl. 15" C
MP
(Covered
With Dirt)
INV. = 519. 53
In Pl. E
ND SE
CTIO
N
INV. = 456. 04
In Pl. E
ND SE
CTIO
N
In Pl. 2
4" C
MP
Inv. In = 449. 01
In Pl. 2
4" C
MP
In Pl. H
W
Inv. O
ut = 448. 89
TOP = 458. 19
In Pl. Grate
In Pl. 2
4’ C
MP
INV. = 481.10
INV. = 472.5
3
INV. = 481.31
INV. = 471.05
(Rad = 379.69’)
(Arc = 74.55’)
(Arc = 158.98’)
(Rad = 983.46’
)
(Arc = 20
6.62’)
(Rad = 23
9.81’)
Existing R
W
(N25°06’35"W 200.09’)(N26°33’42"W 276.65’)
(A=164.43’
R=1035.25’)
31.18
’)
(N29°2
2’0
8"E
Existing RW (Per VDOT Plan 6007-053-111,C502)
PL
PL PL
PL
PL
PL
(S89°15’4
2"W 13
5.99’)
520518
516514
506504
504
506
515
525
503.5
500505
510
516
520
525
513
520
515
525
520
530535
515
512
510
508
512
510508
514
512
510
520
525
530
535
509
530
512
508
507
510
512
514
535
540
545
535
18"
15"
15"
15" 15
"
15"
520
36"
36"
36"
15"
15"
30"
30"
15"
15"
15"
36"
36" RCP
15"
15"
15"24"
24"
236
237
238
239
240
241
242
243
244
245
246
247
248
249
250
235
236
237
238
239
240
241
242
243
244
245
246
247
248
249
240
240
37
PT 37+55.11
38
PC 38+30.02
39
40
PT 40+05.13
41
42
43
PC 43+77.41
44
1718192021
22
23
24
25
26
27
POT 27+65.00
CF
CF
CF
C F
CF
C F CF
C F
F
CF
C
FC
FC
PT 44+86.83
45
POT 45+87.02
PA-2
PA-2
PA-2
PA-2
PA-2
PA-2
PA-2
IN2IN2 IN2
IN2
PA-2
PA-2
IN2 IN2
IN2IN2IN2
CV
CC
CC
JV2
CCCC
CC
CC
CC
CC
ARQBQBQBQB
QB
QB
NSNS
POPO
JV
JV
JV
JV
JVJV
JV
JV
JV
16 IV
15 IV
15 IV
CVCV
CCHC
HC
HC
CV
CVC
V
CV
CV
CV
PV
TTTT
TT
TTTT JV JV
JV JV
TT
TT
TT
JV
PO PO PO
PO
PA-2
PA-2
PA-2
PA-2
IN2IN2IN2
IN2JV2JV2
JV2
JV2
JV2
JV2
IN2IN2IN2 PA-2 PA-2 PA-2
JV2
JV2JV2JV2JV2JV2JV2
IN2
JV2JV2JV2JV2JV2JV2
PA-2
PA-2
PA-2
PA-2
JV2 JV2JV2JV2
CC
PA-2 PA-2 PA-2
CC JV
JV JV
PV
JV2JV2
JV2JV2
PA-2
PA-2
PA-2
PA-2 IN2IN2IN2IN2
IN2
0
SCALE
50’ 100’
WB ROUTE 7
EB ROUTE 7
FORT JOHNSTON RD.
38(7)
38(7)
MA
TC
HLIN
E -
SE
E
SH
EE
T 38(6)
MA
TC
HLIN
E -
SE
E
SH
EE
T 38(6)
ROXBURY HALL ROAD
DESIGN FEATURES RELATING TO CONSTRUCTION
OR TO REGULATION AND CONTROL OF TRAFFIC
MAY BE SUBJECT TO CHANGE AS DEEMED
NECESSARY BY THE DEPARTMENT
d58599-38(08).dgn
Plotted By: localuser1:42:57 PM
2/2/2015
SHEET NO.PROJECT
REVISEDSTATE
VA.
ROUTE
STATE
PROJECTSHEET NO.
7
6007-053-133
P101, R201, C501
(NFO) 6007-053-133
PROJECT MANAGER
SURVEYED BY, DATE
DESIGN BY
SUBSURFACE UTILITY BY, DATE
Dewberry Consultants LLC - (703) 468-2252, Oct. 2013 - Jan. 2014
Mr. Sanjeev Suri, PE, PMP, CCM - VDOT NOVA District - (703) 259-2232
Dewberry Consultants LLC - (703) 289-4796
Accumark, Inc., Nov. 2013 - Apr. 2014
395
395
390
390
390
385
390
400
410
405
400
415
410
405
395
400
390
395
390
395
390
390
400
395
405
400
395
386.8
387.5
392.8
392.8
393.5
393.7
393.8
393.8
394.1
394.2
394.2
394.3
394.7
394.8
395.0
395
395
395
395.3
396.2
396.3
396.5
396.5
396.9
397.4
397.4
397.5
397.7
397.7
397.8
398.2
398.5
398.5
398.5
398.6
398.8
398.8
398.9
399.1
399.4
399.5
399.6
400
400
400
400
400
400
400
400
400
400
400
400
400.3
400.4
400.4
400.6
401.2
401.5
403.2
405
405
405
405
405
405
405
405
405
405
408.4
409.4
410
410
410
410
410
410
410
410
411.5
412.2
415
415
415
415
415
415
415
417.5
418.1
418.2
418.5
418.6
418.7
419.5
419.6
420
420
420
420
420
420
420
420.5
420.6
420.7
423.2
424.7
425
425
425
425
425
425
425
425.3
425.6
426.3
427.5
427.7
427.9
427.9
428.2
429.3
430
430
430
430.5
430.7
431.0
431.1
435
435
440
440
445
445
450
450
455
455
455
459.7
460
465
Phillips C
ourt
W. M
arket S
Treet
394.0
9
394.14
394.7
7
395.0
6
394.2
3
393.0
9
392.2
9
391.9
9
391.8
7
391.2
1
390.5
2
390.3
6
389.8
4
389.4
8
TO
P
BA
NK
389.7
5
390.12
390.4
5
390.8
0
390.13
390.2
7
390.7
6
391.3
7
391.9
9
393.12
393.2
7
393.9
4
393.6
8
386.9
4
386.8
7
388.0
1
387.6
9
387.5
2
388.17
388.16
388.2
4
388.3
1
388.6
2
388.3
0
388.6
7
389.2
7
389.5
0
388.9
6
389.1
5
389.0
3
388.7
3
389.6
1
390.14
389.8
7
390.7
4
390.2
0
389.8
2
390.2
3
BANK
TOP
BANK
BOTTOM
BANK
BOTTOM
BANK
TOP
Dense Trees
Dense Trees
In Pl. 4
2" R
CP
TOP = 401. 10
In Pl. Grate
Inv. In = 397. 19
In Pl. Grate
In Pl. 3
6" R
CP
Inv. O
ut = 397. 09
TOP = 427. 71
In Pl. I
NLE
TB
OX F
ULL OF
DE
BRIS
In Pl. 4
2" R
CP
In Pl. 4
2" R
CP
Inv. O
ut = 395. 40
Inv. In = 395. 60
TOP = 401. 3
9
In Pl. 2
4" C
MP
In Pl. H
WIn Pl. 2
4" C
MP
In Pl. E
ND SE
CTIO
N
INV. = 397. 36
In Pl. H
WIn Pl. 3
6" R
CP
Inv. In = 417. 57
In Pl. 18" R
CP
Inv. In = 393. 44
INV. = 411. 60
In Pl. E
ND SE
CTIO
N
Inv. O
ut = 392. 32
Inv. In = 398. 12
In Pl. S
SM
H
In Pl. 15" R
CP
Inv. O
ut = 407. 42
TOP = 415. 15
In Pl. Grate
Inv. I
N = 393. 22
TOP = 410. 32
TOP = 410. 32
In Pl. 3
6" C
MP
Inv. In = 384. 67
TOP = 413. 75
In Pl. H
W
In Pl. H
WIn Pl. 6
6" C
MP
Inv. In = 388. 02
In Pl. 5
4" R
CP
Inv. O
ut = 400. 90
In Pl. 5
4" R
CP
Inv. In = 404. 25
In Pl. S
SM
HIn Pl. 18" C
MP
Inv. O
ut = 389. 05
Inv. In = 389. 10
In Pl. 3
6" R
CP
In Pl. 3
6" R
CP
Inv. O
ut = 388. 06
Inv. In = 388. 11
In Pl. 3
6" R
CP
In Pl. S
SM
HIn Pl. 3
6" R
CP
TOP = 383. 47
In Pl. H
WIn Pl. 3
6" R
CP
Inv. In = 376. 38
In Pl. 3
6" R
CP
In Pl. Grate
TOP = 392. 76
In Pl. Grate
TOP = 394. 72
TOP = 392. 76
In Pl. Grate
Inv.
OUT = 390. 36
In Pl. 3
6" R
CP
Inv. In = 387. 10
In Pl. 3
6" R
CP
Inv. O
ut = 387. 05
TOP = 395. 10
In Pl. Grate
In Pl. 3
6" R
CP
In Pl. 3
6" R
CP
Inv. O
ut = 381. 2
2
Inv. In = 381. 2
7
In Pl. S
SM
H
Inv. In = 377. 55
TOP = 385. 92
In Pl. 3
6" R
CP
Inv. O
ut = 421. 2
2
In Pl. 18" R
CP
In Pl. 15" R
CP
TOP = 423. 91
In Pl. S
SM
HIn
v. In = 416. 77
TOP = 420. 77
In Pl. Grate
In Pl. S
SM
HN
OT IN
USE
TOP = 417. 53
In Pl. Grate
In Pl. 18" R
CP
Inv. O
ut = 410. 95
Inv. In = 412. 26
Inv. O
ut = 412. 09
Inv. I
N = 415. 91
Inv. In = 416. 31
In Pl. 18" R
CP
Inv. In =
(d)
(b)
(c)
(a)
In Pl. 15" R
CP (a)
In Pl. 5
4" R
CP (d)
In Pl. 5
4" R
CP (c)
In Pl. 18" R
CP (b)
In Pl. 15" R
CP (a)
In Pl. 4
2" R
CP (b)
In Pl. 5
4" R
CP (c)
In Pl. 7
2" R
CP (d)
Inv. I
N = 394. 02
Inv. I
N = 400. 95
PL
PL
PL
PL
PL
PLPL
PL
PL
15"
15"
15"
15"
15"
36"
36"
15"
66"
66"
66"
66"
389
385
393
256
257
PC 257+57.15
258
259
260
261
262
263
264
265
PCC 265+02.60
266
267
268
269
270
PC 70+00.00
71
PCC 71+20.43
72
PT 72+28.42
73
PC 73+26.21
74
75
76
77
78
79
PCC 79
+70.40
80
81
82
PT 82+46.57
83
255
256 257
258
259
260
261
PCC 261+65.25
262
263
264
265
266
267
268
POT 10+00.00
10
11
PC 11+75.07
12
13
PT 13+93.22
PC 14+83.29
15
16
PT 16+38.0117
PC 17+41.01
18
PT 18+85.19
19
POT 19+52.23
POT 10+00.00
11
12
15
14
C F
CF
CCCC
JV
KP
KP
KP
NS
NS
AA
AA
AA
AA CCCC
CC
AR
QB
QP
LS
AA AAAA
AA
CV
CV
CC
CC
CC
JV
JV
TT
TT
AR
CL
CL
LS
LS
JV
JVJV
JV
JV
CC
3
JV
3
TT4
16(5)
0
SCALE
50’ 100’
WB ROUTE 7
EB ROUTE 7
RAMP E
W.
MA
RKE
T S
T.
38(8)
38(8)
6007-053-133 c501_38(01)6007-053-133 c501_38(02)6007-053-133 c501_38(03)6007-053-133 c501_38(04)6007-053-133 c501_38(05)6007-053-133 c501_38(06)6007-053-133 c501_38(07)6007-053-133 c501_38(08)
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