vesper street shared use path project...37 0 370 3 7 0 3 7 0 3 7 0 3 7 0 3 7 5 3 7 5 3 7 5 3 7 5 3 7...
TRANSCRIPT
370
370
370
370
370
370
375
375
375
375
375
375
375
375
375
375
375
375
375
380
380
380
380
380
380
380
385
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385
385
390
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395
395395
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395
400
400
400
400
405
400
390
380
380
375
Junipers
Ex.
HCREx.
HCREx.
C.L. Fence
Ex. 8’
PatioConcrete
Ex.
ConcreteEx.
Ex. RipRap Outfall
Ex. RipRap
EX.
6
C&GEx.
C&
GEx.
Parking Lot
Ex. Asphalt
Parking Lot
Ex. Asphalt
Parking LotEx. Asphalt
Parking Lot
Ex. Asphalt
Parking LotEx. Asphalt
Parking LotEx. Asphalt
Parking LotEx. Asphalt
Parking Lot
Ex. Asphalt
Bldg.Ex.
Bldg.Ex.
Bldg.
Ex.
Bushes
Ex.
Walk
Ex. Conc.
Walk
Ex. C
onc.
Parking LotEx. Asphalt
Parking Lot
Ex. Asphalt
Ex. Bldg.
Ex. Stone
Wall
Ex. E.P.
Driveway
Ex. C
onc.
ApronConc.Ex.
Driveway
Ex. C
onc.
Apron
Conc.Ex.
ApronConc.Ex.
Concrete
Ex.
PatioConcrete
Ex.
ConcreteEx.
ConcreteEx.
Area
Washed-Out
Ex.
AreaEx. Utility
Ex. Conc. Walk
Fence
Ex. 4’ C.L.
Enclosure
Dumpster
Ex.
Ex. 6’ C.L. Fence
(D.B. 4645, Pg. 378)
Drainage Esmt.
Ex. 10’ Storm
C&GEx.
C&GEx.
C&GEx.
C&G
Ex.
C&G
Ex.
Ex. 6’ C.L. Fence
WalkEx. Conc.
Ex.
Conc.
Ret. Wall
Ex. Gravel Landscaped
Area
C&G
Ex.
Ex. 6’ C.L. Fence
(D.B. 3550 Pg. 692)
Ex. VEPCO Esmt.
(D.B. 4
645, P
g. 3
78)
Drainage E
smt.
Ex. 15’ Storm
(D.B. 3550 Pg. 692)
Ex. VEPCO Esmt.
(D.B. 4645, Pg. 378)
Drainage Esmt.
Ex. 15’ Storm
(D.B. 3550 Pg. 692)
Ex. VEPCO Esmt.
(D.B. 4645, Pg. 375)Drainage Esmt.Ex. 10’ Storm
(D.B. 2
572, P
g. 561)
Ex. 2
5’ S
anitary Sew
er Esmt.
(D.B. 4645, Pg. 355)
Detention Facility Esm
t.Ex. Private Storm Water
(D.B. 7
320, P
g. 3
04)
Ex. 10
’ Trail E
smt.
(D.B. 4616, Pg. 19)
Drainage Esmt.
Ex. 15’ Storm
EX.
9
EX.
7
EX.
5
EX.
4
EX.
3
EX.
2
1
EX.
8
EX.
EX.EX.
EX.
EX.
EX.
EX.
22
21
13
1211
10
14
C.L. Fence
Ex. 8’
Bldg.Ex.
Area
Ex. Landscaped
C&
G
Ex.
C&G
Ex.
w/Railing
Steps
Ex. W
ooden
Trail
Ex. Asphalt
BasinEx. Catch
Walk
Ex. Conc.
HCREx.
23
EX.
Ex. 6’ C.L. F
ence
Cut
Ex. Curb
Cut
Ex. Curb
Cut
Ex. Curb
Cut
Ex. CurbCut
Ex. Curb
Ex. CurbEx. Curb
Ex. Curb
Parking LotEx. Asphalt
Ex. Curb
Ex. M
ailbox
Ex. Sig
n Post
Ex. 10"
Maple
Ex. 10"
Oak
Ex. 10"
Cherry
Ex. 8
" Maple
Ex. 12" Pin
e
Ex. 10" Pin
e
Ex. 10" Pin
e
Ex. Sig
nEx. 8
" Pin
e
Ex. 10" Pin
e
Ex. 10" Pin
e
Ex. 6
" Pin
e
Ex. 6
" Pin
e
Ex. 6
" Pin
e
Ex. 10" Pin
e
Ex. 6
" Pin
e
Ex. 15" Pin
e
Ex. 12" Pin
e
Ex. 15"
Cherry
Ex. 12" Pin
e
Ex. J
unip
ers (T
yp)
Ex. 10" Pin
e
Ex. 10" Pin
e
Ex. 12"
Oak
Ex. 10" Pin
e
Ex. H
olly Bush
Ex. H
olly Bush
Ex. H
olly Bush
Ex. Sig
ns
Ex. 18"
Cotton
wood
Ex. Sig
ns
Ex. 2
1" C
otton
wood
Parking Lot
Ex. Asphalt
C&GEx.
Ex. R/W
Ex. R/W
Ex. R/W
Ex. Sig
ns
Ex. H
olly Bush
Ex. H
olly Bush
Ex. Sig
ns
Ex. 3" Tree w/Plan
ter
Ex. 3" Tree w/Plante
r
Ex. 3
" Tree w/
Pla
nter
?
?
(D.B. 4645, Pg. 383)Ex. 10’ Sanit
ary Sewer Esmt.
(D.B. 4645, Pg. 372)Ex. 10’ Sanit
ary Sewer Esmt.
C&GEx.
C&GEx.
Ex. Curb
(D.B. 2
577, P
g. 7
05)
(D.B. 2
577, P
g. 6
99)
(D.B. 2
577, P
g. 6
94)
(D.B. 2
576, P
g. 15
9)
Ex. 2
5’ S
anita
ry Sewer Es
mt.
(D.B. 2
577, P
g. 7
05)
(D.B. 2
577, P
g. 6
99)
(D.B. 2
577, P
g. 6
94)
(D.B. 2
576, P
g. 15
9)
Ex. 2
5’ S
anita
ry Sewer Es
mt.
w/PlanterEx. 3" Tree
Sprin
g
Branch
Old
Courth
ouse
Old Courthouse
Spring Branch
CARS-DB1, L.L.C.
Q-R SPRING HILL LLC
CARS-DB1, L.L.C.
Q-R SPRING HILL LLC
1587 SPRINGHILL HOLDINGS, INC.
CARS-DB1, L.L.C.
1587 SPRINGHILL HOLDINGS, INC.
RETIREMENT SYSTEM
CALIFORNIA STATE TEACHERS
PARK AUTHORITY
FAIRFAX COUNTY
PARK AUTHORITY
FAIRFAX COUNTY
PARK AUTHORITY
FAIRFAX COUNTY
FAIRFAX COUNTY, VIRGINIA
BOARD OF SUPERVISORS OF
TAX MAP 029-3-01-0005
FAIRFAX COUNTY, VIRGINIA
BOARD OF SUPERVISORS OF
TAX MAP 029-3-01-0005
FAIRFAX COUNTY, VIRGINIABOARD OF SUPERVISORS OF
TAX MAP 029-3-01-0005
FAIRFAX COUNTY, VIRGINIABOARD OF SUPERVISORS OF
TAX MAP 029-3-01-0005
PARK AUTHORITY
FAIRFAX COUNTY
Transmission Wire
Ex. Overhead DVP
Transmission Wire
Ex. Overhead DVP
Transmission Wire
Ex. Overhead DVP
Transmission Wire
Ex. Overhead DVP
Transmission Wire
Ex. Overhead DVP
T.M. 029-3-11-0096
HUSSEIN TR.
EMAD MOHAMED
T.M. 029-3-11-0095
MASSOUMEH SHIRZADI
MORTEZA and
Ex. Alu
min
um
Gate
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
PL
PL
PL
PL
PL
T.M. 029-3-11-0097
WILKOWSKE TR.
DORIS J.
Lot 97
1720 PINE VALLEY DRIVE
PG. 1737D.B. 19951
T.M. 029-3-11-0098
ALLISON COLANGELO
WILLIAM J. &
Area
Landscaped
Ex.
Location of Ex. R/W
Approximate
Location of Ex. R/W
Approximate
51059C0165E
Plain per FEMA Firm Map No.
Approx. Location of Ex. Flood 51059C0165E
Plain per FEMA Firm Map No.
Approx. Location of Ex. Flood
51059C0165E
Plain per FEMA Firm Map No.
Approx. Location of Ex. Flood
Ex. Treeline
Ex. Treeline
Ex. Treeline Ex. Treeline
Location of Ex. R/W
Approximate
Ex. R/W
Sprin
g Branch C/
L
Old
Courth
ouse
Ex. Storm Manhole
Zoned R-1
D.B. 11081 PG. 1043
TAX MAP 29-3-01-0004
Zoned R-1
D.B. 11081 PG. 1043
TAX MAP 29-3-01-0004
Zoned R-1
TAX MAP 029-3-01-0002B
Detached
Zoned R-3: Single Family
Lot 98
1718 PINE VALLEY DRIVE
PG. 1737D.B. 11310
Detached
Zoned R-3: Single Family
Lot 96
1721 VESPER ST
PG. 1290D.B. 20560
Detached
Zoned R-3: Single Family
Lot 95
1720 VESPER ST
PG. 1076D.B. 12178
Zoned I-4: Industrial Medium Density
D.B. 11403, PG. 406
TAX MAP 029-3-01-002L
Zoned C-7: Regional Retail
D.B. 17294, PG. 740
TAX MAP 029-3-01-002G
Zoned C-7: Regional Retail
TAX MAP 029-3-01-0006
Zoned C-7: Regional Retail
#8525 LEESBURG PIKE
TAX MAP 029-3-01-003B
Zoned C-7: Regional Re
tail#8525 LEESBURG PIKETAX MAP 029-3-01-003B
Zoned C-7: Regiona
l Retail#8525 LEESBURG PIKETAX MAP 029-3
-01-003B
Zoned C-7: Regional Retai
lD.B. 17294, PG. 740TAX MAP 029-3-0
1-002G
Zoned C-7: Regional Re
tail#1577 SPRING HILL ROADTAX MAP 029-3-01-002F
Zoned C-7: Regiona
l Retail#1577 SPRING HILL R
OADTAX MAP 029-3-01-002F
TV
S
S
S
S
S
S
S
EX.
SH
T
T
T
Wires
Utility
Overhead
Ex.
Ex. San. Sew.
Approx. Dir.
TC
TC
TC
TC
TC
TC
TC
TCTC
TCTC
TC
E
E
E
E
Ex. V
DO
T
Elec. B
oxes
Ex. Elec. M
anholes
Ex. V
DO
T
Elec. B
oxes
Ex. W
ater Valve
Ex. T
el. M
HEx. T
el. M
H
Ex. Elec. Trans.
Ex. Utility Handholes
Ex. Lig
ht
Pole
Ex. Lig
ht
Pole
Ex. Lig
ht
Pole
Ex. Lig
ht
Pole
Ex. Lig
ht
Pole
Ex. T
el. P
ed.
Ex. Traffic Sig
nal
Mast
Ar
mEx. Traffic Sig
nal Pole
Ex. Elec. M
eter
EX.
SJ
Ex. Lig
ht
Pole
Ex. Elec. Trans.
Ex. Lig
ht
Pole
Ex. Lig
ht
Pole
EX.
SI
Ex. Fire Hydrant
Ex. Lig
ht
Pole
Ex. Elec. Trans.
EX.
SG
EX.
SE
Ex. Lig
ht
Pole
Ex. L
amp Post
EX.
SB
EX.
SC
Ex. P
ole 2010/14
Ex. P
ole 2010/13
Ex. P
ole 2010/12
2010/7
Ex. P
ole on Conc. B
ase
(V
ZN)
(D
OM)
(DOM)
(DO
M)
(DOM)
(V
ZN)
(Joint)
(LT
C)
(C
OX)
(COX)
Ex. Fire Hydrant
Ex. 6" W/L
Ex. Fire Hydrant
Ex. 8" W/L
Approx. Loc. Ex. 8" W/L
Approx. Loc. Ex. 8" W/L
Approx. Loc. Ex. 8" W/L
4-1
10+00.00 11+00.00 12+00.00 13+00.00 14+00.00 15+00.00 16+00.00 17+00.00 18+00.00 19+00.00 20+00.00 21+00.00 22+00.00 23+00.00 24+00.00 25+00.00 26+00.00 27+00.00 28+00.00 29+00.00 30+00.00
384.6
3
385.15
385.6
9
386.3
8
387.6
8
387.9
3
387.9
2
387.5
4
386.8
9
386.0
7
385.12
383.9
7
382.8
3
381.54
380.4
6
379.4
8
378.5
0
377.9
1
377.4
0
376.7
5
376.17
376.6
5
376.8
0
377.17
377.9
0
378.14
375.4
8
375.0
2
378.5
6
378.6
7
379.4
5
380.4
4
381 .46
382.3
9
383.3
1
384.7
5
385.5
7
386.7
2
387.6
5
388.5
5
389.8
0
391 .42
391.78
393.0
1
393.8
5
394.6
3
394. 9
0
395.17
395.8
9
396.2
0
396.8
5
397.2
8
397.6
2
398.0
2
398.2
8
398.3
6
398.11
398.7
4
398.6
8
398.7
9
398.9
3
398.9
8
399.0
4
399.6
7
399.9
5
400.2
9
400.4
2
400.3
6
400.6
6
400.8
0
400.8
7
400.8
2
400.6
6
400.8
0
401.01
401.30
401.54
401.94
402.2
9
402.3
5
402.6
7
402.7
0
403.5
8
404.8
8
404.9
2
386.3
8
STA = 10+91.20
EL = 388.76
+2.61%
L = 180.00
K = 26
ex = -1.58’
SSD = 243’
STA = 13+11.55
EL = 379.01
-4.42%
L = 120.00
K = 24
ex = 0.74’
STA = 15+29.00
EL = 380.10
+0.50% +0.00%
STA = 16+22.00
EL = 380.10
-0.50%
STA = 16+85.49
EL = 379.78
+4.20%
L = 60.00
K = 13
ex = 0.35’
STA = 21+10.00
EL = 397.59
+4.20%
+0.50%
L = 410.00
K = 111
ex = -1.89’
SSD = 497’
STA = 24+25.00
EL = 399.17
+0.50%
L = 180.00
K = 165
ex = 0.25’
STA = 25+85.27
EL = 401.72
+1.59%-1.01%
L = 120.00
K = 46
ex = -0.39’
SSD = 474’
STA = 26+85.27
EL = 400.71
+0.50%
L = 80.00
K = 53
ex = 0.15’
STA = 28+10.27
EL = 401.33
+1.04%
L = 70.00
K = 130
ex = 0.05’
STA = 29+60.27
EL = 402.89
L = 50.00
K = 13
ex = 0.25’
STA = 30+06.64
EL = 405.21
+5.00%
-1.60%
L = 25.00
K = 4
ex = -0.21’
SSD = 176’
404.8
9
10+00.00 11+00.00 12+00.00 13+00.00 14+00.00 15+00.00 16+00.00 17+00.00 18+00.00 19+00.00 20+00.00 21+00.00 22+00.00 23+00.00 24+00.00 25+00.00 26+00.00 27+00.00 28+00.00 29+00.00 30+00.00
386.3
8
386.9
2
387.2
2
387.2
7
387.0
8
386.6
5
385.9
7
385.0
5
383.9
5
382.8
4
381.74
380.7
4
380.0
1
379.5
2
379.3
0
379.3
3
379.4
5
379.5
8
379.7
0
379.8
3
379.9
5
380.0
8
380.10
380.10
380.10
380.0
8
379.9
6
379.9
8
380.4
9
381.44
382.4
9
383.5
4
384.5
9
385.6
4
386.6
9
387.7
3
388.7
8
389.8
1
390.7
9
391 .71
392.5
7
393.3
8
394.13
394.8
2
395.4
6
396.0
4
396. 5
7
397.0
4
397.4
5
397.8
1
398.11
398.3
5
398.5
4
398.6
7
398.8
0
398.9
7
399.18
399.4
2
399.7
0
400.0
2
400.3
7
400.7
6
401.10
401 .29
401.35
401.28
401.07
400.9
0
400.8
4
400.9
1
401.03
401.16
401.31
401.50
401.75
402.0
1
402.2
7
402.5
3
402.8
7
403.6
7
404.8
3
404.9
2
STA = 26+85.27
EL = 400.71
L = 80.00
K = 53
ex = 0.15’
STA = 13+11.55
EL = 379.01
L = 120.00
K = 24
ex = 0.74’
10+0
0.0
0
+2.00% Cross Slope +2.00% Cross Slope
13+4
2.11
Transition
25’
13+6
7.11
Slope
-2.00% Cross
Transition
25’14+0
2.3
3
1 4+ 2
7.3
3
+2.00% Cross Slope Transition
25’
15+2
5.7
1
1 5+ 0
0.7
1
0.00% Cross Slope Transition
25’
16+2
5.9
1
16+5
0.9
1
-2.00% Cross Slope Transition
25’ 21+23.4
4
20+ 9
8.4
4
-2.00% Cross Slope +2.00% Cross Slope
30+2
6.8
3
+2.00% Cross Slope
Sta. 10+00.00
No. 1400120-2013
Begin Project
Ex. Ground
Constr. BLP.G.L. @ Ditch (Rt.)
386.7
8 -2.71%
384.2
1
378.6
8
378.6
8
Ditch (Rt.)
-2.00%
(Str. 4-1)
Culvert
Prop. 24"
374.8
5
374.8
5
1.91%
Ditch (Rt.)
Ex. Ground
Constr. BLP.G.L. @
Pedestrian Bridge
Proposed Pre-Fabricated
Constr. BLP.G.L. @
Ex. GroundP.G.L. @ Constr. BL
Ex. Ground
P.G.L. @ Constr. BL
P.G.L. @ Constr. BL
Ex. Ground
Sta. 30+33.81
No. 1400120-2013
End Project
Sta. 6
1+64. 9
5
Vesper Connection
Sta. 10+6
0. 4
5
Vesper Shared
Use Path =
378.18
377.0
1
-2.34%
-4.32%
-4.42%
VERTICAL CONTROL BASED ON NGVD 1929HORIZONTAL CONTROL BASED ON VCS 1983
377.0
7
Approx. S
urvey Centerline
Sta. 151+80.3
6
Hig
don
Drive
Approx. S
urvey Centerline
Sta. 102
+18.6
5
Rout e 7
Ex. Ground
Ex. Ground
Req’d.
St’d. GR-2
Req’d.
St’d. GR-2
Req’d.St’d. GR-2A
Ty. III Req’d
St’d HR-1
Ty. III Req’d
St’d HR-1
Ty. III Req’d
St’d HR-1
Ty. III Req’dSt’d HR-1
Ty. III Req’dSt’d HR-1
C
CF
FC
C F
F
CF
FC
CF
CF
FC
C3-1
001
001
Route 15
44
Hig
don
Drive
002
61
002
002
002
Sta. 30+33.81No. 1400120-2
013End Project
Sta. 10+00.00
No. 1400120-2013
Begin Project
Use Path
10’ Asphalt Shared
25’ Transition to
FC
FC
FC
Prop. 10’ Asphalt Shared Use Path
Prop. 10’ Asphalt Shared Use Path
Prop. 10’ Asphalt Share
d Use Path
Bridge
Pedestrian
Pre-Fabricated
Proposed
401.82
401.69
Req’d.St’d. GR-2A
Req’d.
St’d. GR-2
FC
CF
FC
10
11
12
13
14
15
16
17
18
19
20
21 2
2
23
24
25
26
27
28
29
30
Req’d.
GR-2A
St’d.
Req’d. (Long Post)
St’d. GR-2
Use Path Asphalt Sh
aredProp. 10’
(Speed Limit 2
5
mph)
Route 15
44
Hig
don
Drive
(Speed Limit 3
5
mph)
Route 7
Leesburg Pike
(Speed Limit 35 mph)
Route 684
Spring Hill Road
R=299’
R=130’
R=130’
R=300’
R=115’
R=139’
R=42’
R=37’
Portable Storage Uni
tRemove and Dispose
of 70’ of Exist
. FenceRemove and
Dispose
6-1
Sta 28+89.03Prop. Truc
k Turn-Around
201
202
203
100
150
151
152
153
Station 151+80.36
66.84’
Approx. Survey Centerline
Higdon Drive
Esmt.
Storm Drainage
Esmt.
Storm Drainage Esmt.
Storm Drainage
Esmt.
Storm Drainage
Esmt.
Storm Drainage
Esmt.
Storm Drainage
C
Prop. Bollard
Prop. Bollard
Vesper Constr. BL.
Vesper Constr. BL.
Vesper Constr. BL.
Vesper Constr. BL.Vesper Con
str. BL.
Vesper Constr. BL.
Vesper Constr. BL.
R/W Legend
1
Denotes Trail Esmt.
1
1
1
1
2
1
3
(2’ transition from CG-7 to CG-6 Req’d)
Denotes St’d. CG-7 Req’d
1
Denotes Remove Ex. Tree Planters
3
3
2
2
R/
W
Prop.
Design Legend
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
FC
70
71
PO
TP
OT
PO
T PC
PC
PT
PT
POT
PC
PT
PC
PR
C
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PC
PT
PO
T
Req’d.St’d. GR-11
Req’d.
St’d. GR-11
Req’d.St’d. GR-11
Req’d.St’d. GR-11 Req’d.
St’d. GR-11
Req’d.
St’d. GR-11Req’d.
St’d. GR-11
Req’d.
St’d. GR-11
Req’d.
St’d. GR-11
Ex. Gate
Remove
3-2
2
2
for Street Purposes
Denotes Dedicated
Req’d.
St’d. GR-11
Sta 11+50.00
Turn-Around
Prop. Truck
3-3
385.76385.37
(7’ Spacing)
Prop. Bollard
St’d. GR-11 Req’d.
Req’d.St’d. GR-11
Denotes Prop. Bollard. 7’ Spacing See Sheet 2B(3) for details.
Spacing)(7’
CC
LIGHTING LEGEND
SEE DETAIL SHEET 11(ES6)
LF-1 LIGHT POLE FOUNDATION)
(POLE TO BE PLACED ON VDOT STANDARD
POLE FOR MOUNTING OF SELUX MINI ARC 58W
SEE DETAIL SHEET 11(ES5)
NO. AR2L-1-4TL500-R2-45)
LED LUMINAIRE SELUX MINI ARC 58W (CAT.
80.16’
FOR LIGHT POLES
PHOTOMETRIC SHAPE
0
SCALE
25’ 50’
FCDOT PROJECT: TMSAMS TR-D
V: 1"=5’SCALE: H: 1"=25’
Vesper Street Shared Use Path Project
VDOT UPC # 104293 Fund 500-C50000
FOCUS Project # 1400120
Vesper Street to Leesburg Pike (Route 7) Plan
Denotes Overhead Power Lines
Denotes Construction Limits in Fills
C
F
Denotes Construction Limits in Cuts
LEGEND
VCS
1983 N
ORTH
June 2016Denotes Shared Use Path
Area for Lighting
Denotes DVP Requested Restricted
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