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SF
POINT "B"
BE HIGHER THAN
POINTS "A" SHOULD
"A"
FLOW
(PERSPECTIVE VIEW)
"B"
(FRONT ELEVATION)
"A"
DRAINAGEWAY INSTALLATION
GENERAL NOTES - SILT FENCE
SHEET FLOW INSTALLATION
A 6" OVERLAP.
OVER THE FILTER FABRIC.
BEEN PERMANENTLY STABLIZED.
3) THE EXCAVATED TRENCH SHALL BE 4 INCHES WIDE AND 4 INCHES
6) SILT FENCES SHALL BE REMOVED WHEN THE UPSLOPE AREA HAS
5) THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED
4) SUPPORT POSTS SHALL BE A MAXIMUM OF 6 FEET APART.
2) FILTER FABRIC SHALL BE A CONTINUOS ROLL. WHEN JOINTS ARE
DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION.
AND A MAXIMUM OF 34 INCHES ABOVE GROUND ELEVATION.
UNAVOIDABLE, A SPLICE MAY BE MADE AT A SUPPORT POST WITH
1) THE HEIGHT OF A SILT FENCE WILL BE A MINIMUM OF 16 INCHES
4"
STAKES
6’ MAX
FLOW
THE EXCAVATED SOIL
UPSLOPE ALONG THE LINE OF
4. BACKFILL AND COMPACT
2. EXCAVATE A 4"x4" TRENCH
FLOW
IT INTO THE TRENCH
1. SET THE STAKES
TO STAKES AND EXTEND
3. STAPLE FILTER MATERIAL
3.05
3’ MAX
(WITHOUT WIRE SUPPORT)
CONSTRUCTION OF A SILT FENCE
SAFETY FENCE
PERSPECTIVE VIEW
PERSPECTIVE VIEW
PLASTIC FENCE
PERSPECTIVE VIEW
METAL FENCE
5’ MIN.
6’ MAX.
POLYETHYLENE
FABRIC
(ATTACH TO
POSTS WITH
METAL TIE WIRES.)
CONVENTIONAL
METAL (T) OR
(U) POSTS
BRACING
CONCRETE
FOOTING
WIRE
FABRIC
LINE POST
10’ MAX.
GROUND LINE
SOURCE: CONWED PLASTICS
VDOT ROAD AND BRIDGE STANDARDS
VA. DSWC
PLATE. 3.1-1
DD
18" MIN.
4.5’ MIN.
COMPACTED SOIL
FLOW
3.09
TEMPORARY DIVERSION DIKE
CROSS SECTION NOT TO SCALE
PERFORATED RISER DETAIL NOT TO SCALE
STORAGE VOLUME REQUIRED NOT TO SCALE
MIN. 1.0% SLOPE
15" CORRUGATED METAL BARREL
BASE(AS SHOWN)
OR 1/4" STEEL
18" CONC. BASE
2 TIMES THE RISER DIAMETER
HORIZONTALLY, (9) HOLES TOTAL.
VERTICALLY, AND 12 INCHES
SPACED 6 INCHES APART
THREE ROWS OF 1-INCH HOLES
A GRAVEL CONE OF VDOT #1
CRUSHED AGGREGATE SHALL BE
PLACED AROUND THE RISER TO
PREVENT CLOGGING OF THE
PERFORATIONS.
12"’
6"’
3"’
1’-5" MIN.
6"
18" PERFORATED
CORRUGATED
METAL RISER
30"’
134 CY./AC.
3.5’
MIN.
3.0’
PIPE OUTLET SEDIMENT TRAP(1 TO 3 ACRES OF DRAINAGE AREA)
67 C.Y./ AC.
67 C.Y./ AC.
"DRY" STORAGE
ST 3.13
"WET" STORAGE
2:1
3:1
3:1
(Not to scale)
W
1:1
min
L
EXCAVATED
HoH
SEDIMENT TRAP DETAIL
SEDIMENT TRAP DESIGN
WEIR DRAINAGE REQUIRED PROVIDED STORAGE HEIGHT WEIR TOP WEIR @ TOP OF TOP OF
ELEVATIONAREALWHoHWETSTORAGESTORAGE
No. AREA
(acres) (cu ft)
WET
(cu ft)
DRY
(cu ft)
DIMENSIONS
DEPTH
(ft)
L =
(ft)
W =
(ft)
OF
BERM
(ft)
OUTLET
HEIGHT
(ft)
WIDTH
(ft)
LENGTH
(ft)
WEIR DRY
STORAGE
(sq ft)
WEIR
ST #3
ST #1
ST #2 0.50 1,809 3.0 2.0
ST #4*
1242
0.22 688 604 704
3.0 2.0 1,886
ST #5
ST #6
796
0.53 1,918
2.0 -1.93 6,983
4.0 3.0 1,8550.88
3.0 2.0 1,4720.78
3,184
2,822
2,198
3,362
8,737
1,878
1,594
1,242
1,886
3,567
1,616
2,368
2
3
2
2.5
2
2.5
20 10
11 30
70 11
73 27
94 5.5
28 14
2.5
2.5
3
3
3
2
3
3.2
-
6
5
-
383.00
381.00
-
357.00
364.00
366.001.02.0 2
NOTE: PIPE OUTLET SEDIMENT TRAP TO BE EMPLOYED UPON DRAINAGE AREA
GREATER THAN ONE ACRE. (SEE DETAIL THIS SHEET)*
1P(2)
ER
OSIO
N & SIL
TA
TIO
N C
ON
TR
OL D
ET
AIL
S
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:29:06 -05'00'
PP
MS# :
Scale : 1" = 2
5’
Date : 12
-13
-14Operator : . .
Survey By : . .
Vertic
al D
atu
m
Based
On
NA
VD 19
88
Horiz
ontal D
atu
m
Based
On
Vir
ginia State Pla
ne Coordin
ate Syste
m, N
orth Zone, N
AD 19
83.
To :
Fro
m :
County :
District :
Project : - - - -
Route : S
ycolin Road - P
hase 4
COPY OF PLAT)(DO NOT HAVE READABLE
PAGE 1788PER DEED BOOK 993, EXISTING EASEMENTS
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
To RemainExist. Structure
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
62B
79A
63A
63A
62B
60C
60C
79A
79A79A
62B60C
63A
62B
60C
69A
60C
60C
60C
69A
69A
62B
62B
63A
79A
73B
62B
79A
62B
63A
SOIL
S M
AP A
ND T
AB
LE
SOILS MAP AND TABLE
(Rte. 625)
Sycolin Roa
d
(Rte. 625)
Sycolin Roa
d
Miller Drive S.E.
Tavistock Drive S.E.
(Rte. 6
54)
Tolbert Lane S
.E.
0 200’ 400’
SCALE
1P(3)
Nikhil V Deshpande
2018.02.22 09:29:35 -05'00'
385
385
385
385
385
385385
385
385
385
385
390
390 390
390
390
390
390
390
390
390
390
390
390
390
395
390
395
395
395
395
395
395
395
390
385
395
394
400
400
395
400
400
400
404
403
398
398
403
399
395
404
402403
398
Z
Z
Z
Z
Z
UK
UK
UK
UK
UK
UK
UK
UK
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
97
98
99
100
101
102
103
104
105
106
107
108
11
12
(Rte. 625)Sycolin Road
(Rte. 625)Sycolin Road
(54.5
0’
Wid
e)
Cla
udia
Drive
DIST-B Denotes Drop Inlet Silt Trap Type B
Legend
DIST-B
DIST-B
1Q
EROSION AND SEDIMENT CONTROL PHASE 1
ST
ATIO
N 97+00 T
O 1
08+50
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE I
0
SCALE
50’ 100’
Matc
h Lin
e Sta. 10
8+5
0 (C.B.L.) - S
ee Sheet 1Q(1)
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:30:04 -05'00'
360
360
365
365
365
365
365
365
370
370
370
370
370
370
370
370
375
380
385
370
372
365
365
365
375
375
375
375
375
375
375
380
380
380
380
380
380
380
380
380
380
380
375
370
380
370
375
380
385
385
385
385
385
385
385
385
380
385
390
390
390
390
390
390
390
395
395
395
395
395
395
S
S
S
Z
PL
Z
Z
Z
Z
Z
Z
Z
PL
Z
Z
Z
Z
Z
UK
UK
UK
UK
UK
UK
UK
UKUK
UK
UK
UK
UK
UK
DIST-B
DIST-B
DIST-B
DIST-B
DIST-A
TSF
TSF
TSF
TSF
TSF
TSF
TSF
109
110
111
112
113
114
115
116
117
118
119
120
121
122
11
12
(Rte. 625)Sycolin Road
(Rte. 643)
Sycolin Road S.E.
(Private Str
eet)
Loudoun Center Pla
ce
1111
12
13
10
DIST-A Denotes Drop Inlet Silt Trap Type A
DIST-B Denotes Drop Inlet Silt Trap Type B
TSF Denotes Temporary Silt Fence, St’d EC-5
Denotes Temporary Sediment TrapST
Legend
Disturbance
Limits of
Disturbance
Limits of
SSF
SSF Denotes Super Silt Fence, Detail Sht. 1P(2)
Denotes Sediment Trap Divides
EROSION AND SEDIMENT CONTROL PHASE 1
0
SCALE
50’ 100’
ST
ATIO
N 108+50 T
O 1
22+50
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE I
1Q(1)
Matc
h Lin
e Sta. 12
2+0
0 (C.B.L.) - S
ee Sheet 1Q(2)
Matc
h Lin
e Sta. 10
8+5
0 (C.B.L.) - S
ee Sheet 1Q
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:30:36 -05'00'
350
355
355
355
355
355
355
355
360
355
360
365
370
375
350
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365
365
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365 365
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375
375
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384
380
385
6’ Ir
on Fence
6’ Iron Fence
Mailb
ox
7372.73
PL
Z
Z
Z
PL
PL
PL
PL
PL
UK
UK
UK
UK
UK
UK
UK
UK
UK
UK
UK
C&
G
C&
G
C&G
C&G
C&GE.P.
E.P.
E.P. E.P.
E.P.
C&G
C&G
C&G
C&
G
W.S.E. = 353.2
W.S.E. = 362.8
Town of Leesburg GIS)
(Approximate Location
Exist. Gravel Service Road
Town of
Leesburg GIS)
(Approxim
ate Locati
on
Exist. Asp
halt
Service R
oad
DIST-B
ST
#1
ST#3
#4
ST
DD
DD
TSF
TSF
TSF
TSF
TSF
TSF
122
123
124 12
5 126 127
128
129
130
131
132
133
134
11
12
(Rte. 643)
Sycolin Road S.E.
(Rte. 643)Sycolin R
oad S.E.
(Width Varies)
Miller Drive S.E.
DIST-B
DIST-B
DIST-B Denotes Drop Inlet Silt Trap Type B
TSF Denotes Temporary Silt Fence, St’d EC-5
Denotes Temporary Sediment TrapST
Legend
DD Denotes Temporary Diversion Dike, St’d EC-9
7-9
DD
Disturbance
Limits of
Disturbance
Limits of
DA = 0.22 Ac.
DA = 0.59 Ac.
TSF
15"
DDST
#2
DA = 0.50 Ac.
Denotes Sediment Trap Divides
DA = 1.74 Ac.
Inv. Out = 352.75Inv. In = 353.5080’ - 15" CMP Req’d.Top of Riser = 356.50Top of Dam = 358.00(Detail Sht. 1P(2))Pipe Outlet ST
358.0
353.5
358.0
354.0
363.0 367.0
360.0
365.0
354.0
Disturbance
Limits of
Disturbance
Limits of
TSF
TSF
TSF
EROSION AND SEDIMENT CONTROL PHASE 1
0
SCALE
50’ 100’
ST
ATIO
N 122+50 T
O 1
34+50
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE I
1Q(2)
Matc
h Lin
e Sta. 12
2+0
0 (C.B.L.) - S
ee Sheet 1Q(1)
Matc
h Lin
e Sta. 13
4+5
0 (C.B.L.) - S
ee Sheet 1Q(3)
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:31:10 -05'00'
365
370
375
375380
380
380
380
380
380
380
380
380
375
384
380
385
385
385
385
385
385
385
385
385 385
385
385
385
385
385
385
390
390
390
390
390
390
390
390
390
385
395
394
395
395
395
395
395
395
395
395
395
395
390
385
390
395
395
400
400
395
390
390
385
390
395
400
400
400
400
COPY OF PLAT)(DO NOT HAVE READABLE
PAGE 1788PER DEED BOOK 993, EXISTING EASEMENTS
PL
PL
PL
PL
Z
UK
UKUK
UK
UK
UK
UK
UK UK
UK UK
ST#6
ST#5
DD
DD
DDTSF
TSF
TSF
TSF
135
136
137
138
139
140
141
142 14
3
144
145
146
147
10
11
12
(Rte. 643)
Sycolin Road
(Width Varies)
Tavistock Drive S.E.
11
10
11
12
DIST-B
DIST-B
DIST-B
DIST-B Denotes Drop Inlet Silt Trap Type B
TSF Denotes Temporary Silt Fence, St’d EC-5
Denotes Temporary Sediment TrapST
Legend
DD Denotes Temporary Diversion Dike, St’d EC-9
Disturbance
Limits of
Disturbance
Limits of
DA = 0.78 Ac.
DA = 0.88 Ac.
Denotes Sediment Trap Divides
384.0
380.0
376.5382.0
EROSION AND SEDIMENT CONTROL PHASE 1
0
SCALE
50’ 100’
ST
ATIO
N 134+50 T
O 1
47+00
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE I
1Q(3)
Matc
h Lin
e Sta. 13
4+5
0 (C.B.L.) - S
ee Sheet 1Q(2)
Matc
h Lin
e Sta. 14
7+0
0 (C.B.L.) - S
ee Sheet 1Q(4)
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:31:36 -05'00'
365
365
370
370
370
375375
375
375
375
375
380
380
380
380
380
380
380
380
375
385
385
385
385
385
390
390
390
390
390
395
385
380
380
39039
0395
395
395
395
395
395
395390
390
385
400
400
400
400
400
400
PL
PL
PL
PL
PL
PL
PL
PL
UK
UKUK
UK
UK
UKUK
UK
UK
UK
UK
UK
UK
UK
UK
UK
UK
DIST-B
DIST-B
DIST-A DIST-B
DIST-B
DIST-B
TSF
147
148
149
150
151
152
153
11
12
13
14
15
(Rte. 643)Sycolin Road
(Rte. 643)
Sycolin Road
(70’
Wid
e)
(Rte. 654)
Tolbert
Lane S.E.
(Width Varies)
(Rte. 654)
Tolbert
Lane S.E.
DIST-A Denotes Drop Inlet Silt Trap Type A
DIST-B Denotes Drop Inlet Silt Trap Type B
TSF Denotes Temporary Silt Fence, St’d EC-5
Legend
Disturbance
Limits of
EROSION AND SEDIMENT CONTROL PHASE 1
0
SCALE
50’ 100’
ST
ATIO
N 147+00 T
O 1
53+25
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE I
1Q(4)
Matc
h Lin
e Sta. 14
7+0
0 (C.B.L.) - S
ee Sheet 1Q(3)
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:31:59 -05'00'
385
385
385
385
385
385385
385
385
385
385
390
390 390
390
390
390
390
390
390
390
390
390
390
390
395
390
395
395
395
395
395
395
395
390
385
395
394
400
400
395
400
400
400
404
403
398
398
403
399
395
404
402403
398
Z
Z
Z
Z
Z
UK
UK
UK
UK
UK
UK
UK
UK
DIST-B DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
97
98
99
100
101
102
103
104
105
106
107
108
11
12
(Rte. 625)Sycolin Road
(54.5
0’
Wid
e)
Cla
udia
Drive
DIST-B Denotes Drop Inlet Silt Trap Type B
Legend
DIST-B
DIST-B
Denotes Inlet Divides
C: 0.81
D.A.: 0.17 ac.
Str# Ex. 13
C: 0.81
D.A.: 0.10 ac.
Str# Ex. 16
C: 0.83
D.A.: 0.11 ac.
Str# Ex. 15
C: 0.72
D.A.: 0.19 ac.
Str# Ex. 11
C: 0.64
D.A.: 0.41 ac.
Str# Ex. 10
C: 0.86
D.A.: 0.21 ac.
Str# Ex. 8
C: 0.55
D.A.: 0.92 ac.
Str# Ex. 7
C: 0.86
D.A.: 0.10 ac.
Str# Ex. 14
C: 0.71
D.A.: 0.28 ac.
Str# Ex. 12
1R0
SCALE
50’ 100’
Matc
h Lin
e Sta. 10
8+5
0 (C.B.L.) - S
ee Sheet 1R(1)
ST
ATIO
N 97+00 T
O 1
08+50
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE II
EROSION AND SEDIMENT CONTROL PHASE II
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:33:19 -05'00'
355
360
360
365
365
365
365
365
365
365
370
370
370
370
370
370
370
370
370
375
380
385
370
372
365
365
360
365
360
375
375
375
375
375
375
375
380
380
380
380
380
380
380
380
380
380
380
375
370
380
370
375
380
385
385
385
385
385
385
385
385
380
385
390
390
390
390
390
390
390
395
395
395
395
395
395
3
2
1
5
30
29
27
26
28
2524
23
20
19
18" C
onc. Pip
e
24" Conc. Pip
e
42" Conc. Pipe
18" Conc. Pipe
24" Conc. Pipe
15"
Conc. Pip
e
15" Conc. Pipe
24"
Conc. Pip
e
24" C
onc. Pipe
12" Conc. P
ipe
6
4
12" C
onc. Pipe
Z
PL
Z
Z
Z
Z
Z
Z
Z
Z
PL
Z
Z
Z
Z
24" Conc. Pipe
Z
Pipe
24" Co
nc.
Pipe
15" Conc.
Pipe
24" Conc.UK
UK
UK
UK
UK
UK
UK
UKUK
UK
UK
UK
UK
UK
21" Conc. Pipe
Pipe
48" Conc.
DIST-B DIST-B
DIST-B
TSF
TSF
TSF
TSF
TSF
TSF
TSF
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
109
110
111
112
113
114
115
116
117
118
119
120
121
122
11
12
(Rte. 625)Sycolin Road
(Rte. 643)
Sycolin Road S.E.
(Private Str
eet)
Loudoun Center Pla
ce
1111
12
13
10
DIST-B Denotes Drop Inlet Silt Trap Type B
TSF Denotes Temporary Silt Fence, St’d EC-5
Legend
TSF
PS Denotes Permanent Seeding
PS
PSPS
PSPSPS
Disturbance
Limits of
Disturbance
Limits of
Denotes Inlet Divides
DIST-B
DIST-B
DIST-B
DIST-B
C: 0.68
D.A.: 0.42 ac.
Str# 6-2
C: 0.80
D.A.: 0.24 ac.
Str# 7-3
C: 0.79
D.A.: 0.27 ac.
Str# 7-1
C: 0.70
D.A.: 0.02 ac.
Str# 7-2
C: 0.90
D.A.: 0.19 ac.
Str# 7-6
C: 0.85
D.A.: 0.37 ac.
Str# 6-1
C: 0.86
D.A.: 0.16 ac.
Str# 7-5
C: 0.90
D.A.: 0.04 ac.
Str# 7-10
C: 0.62
D.A.: 0.02 ac.
Str# 7-11
C: 0.66
D.A.: 0.80 ac.
Str# Ex. 6
C: 0.87
D.A.: 0.74 ac.
Str# Ex. 5
C: 0.75
D.A.: 0.43 ac.
Str# Ex. 4
C: 0.80
D.A.: 0.23 ac.
Str# Ex. Str.
C: 0.80
D.A.: 0.52 ac.
Str# Ex. 30
C: 0.80
D.A.: 0.45 ac.
Str# Ex. 29
C: 0.80
D.A.: 0.21 ac.
Str# Ex. 27
C: 0.72
D.A.: 0.18 ac.
Str# 6-3
C: 0.68
D.A.: 0.16 ac.
Str# 6-4
C: 0.37
D.A.: 0.10 ac.
Str# Ex. 25
C: 0.80
D.A.: 0.42 ac.
Str# Ex. Bldg
C: 0.49
D.A.: 0.19 ac.
Str# 7-12
C: 0.76
D.A.: 0.22 ac.
Str# Ex. 24
C: 0.89
D.A.: 0.18 ac.
Str# 7-14
C: 0.81
D.A.: 0.04 ac.
Str# 7-4
C: 0.72
D.A.: 0.19 ac.
Str# 7-7
0
SCALE
50’ 100’1R(1)
Matc
h Lin
e Sta. 12
2+5
0 (C.B.L.) - S
ee Sheet 1R(2)
Matc
h Lin
e Sta. 10
8+5
0 (C.B.L.) - S
ee Sheet 1R
ST
ATIO
N 108+50 T
O 1
22+50
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE II
EROSION AND SEDIMENT CONTROL PHASE II
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:33:41 -05'00'
350
355
355
355
355
355
355
355
360
355
360
365
370
375
350
360
360
360
360
360
360
360360
355
360
365
365
365
365
365
365
365
365
365
365
365366
370
370
370
370
370
370
370
370
370
370
370
372
365
360
365
360
365365
360
360
365
360
361
370
375
375
375
375
375
380
380
380
380
380
384
380
385
PL
Z
Z
PL
PL
PL
PL
UK
UK
UK
UK
UK
UK
UK
UK
UK
UK
S
S
S
S
S
S
S
S
S
59.75
355
355
TSF
TSF
TSF
TSF
TSF
TSF
DIST-B
DIST-B
DIST-B
DIST-BDIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
123
124 12
5 126 127
128
129
130
131
132
133
134
11
12
(Rte. 643)
Sycolin Road S.E.
(Rte. 643)Sycolin Road S.E.
(Width Varies)
Miller Drive S.E.
DIST-B Denotes Drop Inlet Silt Trap Type B
TSF Denotes Temporary Silt Fence, St’d EC-5
Legend
DIST-B DIST-B
PS Denotes Permanent Seeding
PS
PS
PS
PS
PS
PS
PS
Disturbance
Limits of
Disturbance
Limits of
Denotes Inlet Divides
TSF
Disturbance
Limits of
Disturbance
Limits of
TSF
TSF
C: 0.68
D.A.: 0.58 ac.
Str# 9-1
C: 0.75
D.A.: 0.03 ac.
Str# 9-2
C: 0.90
D.A.: 0.11 ac.
Str# 8-5
C: 0.81
D.A.: 0.17 ac.
Str# 8-18
C: 0.53
D.A.: 0.14 ac.
Str# 8-21C: 0.40
D.A.: 0.30 ac.
Str# Ex. 73
C: 0.53
D.A.: 0.41 ac.
Str# 8-2
C: 0.73
D.A.: 0.24 ac.
Str# 8-16
C: 0.90
D.A.: 0.24 ac.
Str# 8-17
C: 0.90
D.A.: 0.04 ac.
Str# 9-5
C: 0.88
D.A.: 0.39 ac.
Str# 8-24
C: 0.81
D.A.: 0.43 ac.
Str# 8-9
C: 0.76
D.A.: 0.21 ac.
Str# 8-8
C: 0.68
D.A.: 0.40 ac.
Str# 8-7
C: 0.90
D.A.: 0.25 ac.
Str# 8-4
C: 0.89
D.A.: 0.20 ac.
Str# 8-6
C: 0.61
D.A.: 0.04 ac.
Str# 9-3
C: 0.66
D.A.: 0.20 ac.
Str# 9-4
0
SCALE
50’ 100’1R(2)
Matc
h Lin
e Sta. 12
2+5
0 (C.B.L.) - S
ee Sheet 1R(1)
Matc
h Lin
e Sta. 13
4+5
0 (C.B.L.) - S
ee Sheet 1R(3)
ST
ATIO
N 122+50 T
O 1
34+50
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE II
EROSION AND SEDIMENT CONTROL PHASE II
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:34:03 -05'00'
365
370
375
375380
380
380
380
380
380
380
380
380
375
384
380
385
385
385
385
385
385
385
385
385 385
385
385
385
385
385
385
390
390
390
390
390
390
390
390
390
385
395
394
395
395
395
395
395
395
395
395
395
395
390
385
390
395
395
400
400
395
390
390
385
390
395
400
400
400
400
S
PL
PL
PL
PL
PL
Z
UK
UKUK
UK
UK
UK
UK
UK UK
UK UK
TSF
TSF
TSF
TSF
TSF
DIST-BDIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
DIST-B
135
136
137
138
139
140
141
142 14
3
144
145
146
147
10
11
12
(Rte. 643)
Sycolin Road
(Width Varies)
Tavistock Drive S.E.
11
10
11
12
DIST-B Denotes Drop Inlet Silt Trap Type B
TSF Denotes Temporary Silt Fence, St’d EC-5
Legend
Denotes Permanent SeedingPS
PS
PS
PS
PS
PS
PS
PS
Disturbance
Limits of
Disturbance
Limits of
DIST-B
DIST-A
Denotes Inlet Divides
DIST-B
C: 0.72
D.A.: 0.18 ac.
Str# 10-5C: 0.64
D.A.: 0.43 ac.
Str# 10-4
C: 0.90
D.A.: 0.28 ac.
Str# 10-2
C: 0.55
D.A.: 0.24 ac.
Str# 10-3
C: 0.72
D.A.: 0.29 ac.
Str# 10-6
C: 0.90
D.A.: 0.12 ac.
Str# 11-4
C: 0.63
D.A.: 0.76 ac.
Str# 10-1C: 0.86
D.A.: 0.37 ac.
Str# 9-6
C: 0.81
D.A.: 0.33 ac.
Str# 9-7
C: 0.78
D.A.: 0.18 ac.
Str# 9-10
C: 0.90
D.A.: 0.15 ac.
Str# 9-8
C: 0.68
D.A.: 0.22 ac.
Str# 9-13
C: 0.59
D.A.: 0.14 ac.
Str# 9-14
C: 0.78
D.A.: 0.94 ac.
Str# Ex. 77
C: 0.79
D.A.: 0.17 ac.
Str# Ex. 78
C: 0.90
D.A.: 0.15 ac.
Str# 9-9
C: 0.76
D.A.: 0.29 ac.
Str# 11-1
C: 0.68
D.A.: 0.10 ac.
Str# 9-15
0
SCALE
50’ 100’1R(3)
Matc
h Lin
e Sta. 13
4+5
0 (C.B.L.) - S
ee Sheet 1R(2)
Matc
h Lin
e Sta. 14
7+0
0 (C.B.L.) - S
ee Sheet 1R(4)
ST
ATIO
N 134+50 T
O 1
47+00
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE II
EROSION AND SEDIMENT CONTROL PHASE II
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:34:25 -05'00'
365
365
370
370
370
375375
375
375
375
375
380
380
380
380
380
380
380
380
375
385
385
385
385
385
390
390
390
390
390
395
385
380
380
39039
0395
395
395
395
395
395
395390
390
385
400
400
400
400
400
400
S
S
S
S
SS
PL
PL
PL
PL
PL
PL
PL
PL
UK
UKUK
UK
UK
UKUK
UK
UK
UK
UK
UK
UK
UK
UK
UK
UK
E.P.
TSF
DIST-B
DIST-B DIST-B
DIST-B
147
148
149
150
151
152
153
11
12
13
14
15
(Rte. 643)Sycolin Road
(Rte. 643)
Sycolin Road
(70’
Wid
e)
(Rte. 654)
Tolbert
Lane S.E.
(Width Varies)
(Rte. 654)
Tolbert
Lane S.E.
DIST-A Denotes Drop Inlet Silt Trap Type A
DIST-B Denotes Drop Inlet Silt Trap Type B
TSF Denotes Temporary Silt Fence, St’d EC-5
Legend
DIST-B
PS Denotes Permanent Seeding
PS
PS
Disturbance
Limits of
Denotes Inlet Divides
C: 0.47
D.A.: 0.44 ac.
Str# 11-3
C: 0.70
D.A.: 0.26 ac.
Str# Ex. 57
C: 0.36
D.A.: 0.00 ac.
Str# Ex. 56
C: 0.75
D.A.: 0.18 ac.
Str# Ex. 59
C: 0.86
D.A.: 0.12 ac.
Str# Ex. 58
C: 0.79
D.A.: 0.22 ac.
Str# Ex. 52C: 0.58
D.A.: 0.00 ac.
Str# Ex. 53
C: 0.54
D.A.: 0.90 ac.
Str# Ex. 54
0
SCALE
50’ 100’1R(4)
Matc
h Lin
e Sta. 14
7+0
0 (C.B.L.) - S
ee Sheet 1R(3)
ST
ATIO
N 147+00 T
O 1
53+25
ER
OSIO
N A
ND S
EDIM
EN
T C
ON
TR
OL P
HA
SE II
EROSION AND SEDIMENT CONTROL PHASE II
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
Sohaib Qadir, P.E., (703) 368-7373
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
DESHPANDE
NIKHIL V.
Lic. No. 045430
Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Nikhil V Deshpande
2018.02.22 09:34:47 -05'00'
•
PROJECT MANAGER Anne Ge/qer.1703! 771-2742 ITMn of Leesburg! SURVEYED BY Sidney Thomas.LS. 17031 368-7373 120151 SUBSURFACE UTILITY BY kcumork.1800! 542-2990 120151 DESIGN SUPERVISED BY Mork A Gunn. P £. 17031368-7373 DESIGNED BY Mom We/schenboch, 1703! 368-7373
Temporary Traffic Control Plan
General Notes:
I TMP/SOC Type B Project Information:
o Identify the projecrs TMP Type: Tlis projecrs TMP/SOC has been designed In conformance with a Type B TMP/SOC.
b Identify the work zone Jocatlon,length.and widths: The project locotlon Is as shawn on Sheet IA.The work zone areas have been delineated as shawn on the TJIP/SOC f)fon sheets IS series ttr01Jgh lW series. The work zone lengths and widths vary fJJ location as shawn on the TMP/SOC pion sheets on the IT series tlr()IJ(}h lW series.
c Note the tcurs the Construction Area wilt be active: Construction Area shall be considered active when Of1/ Impact to traffic occurs ast Cone In RoadJ. Construction Area tcurs have the fofl<Nllng llm!tatlons:
All tone and stculder closures shall be In accordance with the requ!rements of the T<Nln's perm!t and VlXJT's Lone Closures Tn Novo District memorandum. doted September 29, 2016. Deviation from the olf<Nlobte tone and stcutder closure tcurs must be submltted to the T<Nln of Leesburg for review o minimum of ten (!OJ days In odVonce of work. Requests for deviation from oll<N1oble lone and stcutder closure tcurs must also be submitted to VlXJT for review o minimum of ten (f0J days In adVance of work for activities wit/in VlXJT Rlglt of Way and under VlXJT Perm!!.
Lone closures or stculder work shall not beg!n If heavy traffic or slgnlf!cont queu!ng and backups ore already present. The Contractor shall contlnuolly mon!tor tone closures and make spot adjustments, as needed. lo ease undue backups, delays, or queuing. If excessive volume or s!gn!flcont queulng rOIJflnety develop as o result of tone and/or stculder closure operation, the opera/Ton shall be adjusted to nlgtt time work dur!ng the alf<Nloble lane closure tcurs at no additional cost to the T<Nln of Leesburg or VlXJT.
One-lane closures will be restricted to the tcurs of 9:30om to 3:00pm on Monday ttrough Ttursday and 9:30om to 2:00pm on Friday.One-tone closures shall also be restr!cted to IO:OOpm ttrough 5:00am Monday nlgtt ttr()IJ(}h Ttursday nlgtt,IO:OOpm Friday even!ng ttrough 9:00am Saturday marnlng,IO:OOpm Saturday even!ng to 8:00am Sunday morn!ng, and tO:OOpm Sunday evening to 5:00am Monday morning.
No lane closures will be alf<Nled from noon on the day before a hallday until noon on the workday foll<Nlfng the tcllday.Hol!days Tnclude oil Stole and Federal tcl!days.
Designation of N!gtt T!me Hours and Peak Hour Times: Nlgtt t!me tcurs shall be des!gnated as tcurs between 9:30pm flrOIJgh 5:00om. Peak tours ore 6:00am flr01Jgh 9:30om & 3:00pm ttr01Jgh 7:00pm.
tnstollat!on/removol of Concrete Traffic Barrier Service shall only occur during nlgft time tcurs or non-peak tcurs using VWAPM TTC-24J,or as directed fJJ the Engineer.
d The TMP/SOC pion.during construction.shall be In accordance with Sections 512,701,703, & 704 of the Virginia Department of Transportation Road and Bridge Specifications.doted 2016: the Virginia Work Area Protection Manual.dated 201/:fhe Manual on Uniform Traffic Control Devices <MUTCDJ,2009 Edition: and the Virginia Department of Tronsportotlon Road and Bridge Stondords,dated 2016.
e Note af1/ existing entrances.existing Intersections.or existing pedestrian access pa!nts that wlll be affected fJ/ the Construction Area or /:Jj the traffic control devices:
Existing Entrances: All existing commercial or pr/vote entrol'lces shall remain open for the duration of construction unless otherwise Indicated on tlis /)Ion.For all loop entrances.at least one entrance to loop Is to remain accessible of oil times during construction.
Existing Intersections:
There ore two signalized Intersections wit/in the project limits. They ore the Intersections of: Sycolln Road <Route 643Jot Tavistock Drive <ROIJfe BOOJ Sycolln Road <ROIJfe 643J at Loudoun Center Place <Private)
There ore two unslgnallted Intersections wit/in the limits of tlis project. They are the Intersections of: Sycolln Road <Route 643J of Central Waretcuse Entrance <PrlvoteJ and Leesburg Airport Entrance <PrlvateJ Sycolln Road <ROIJfe 643J of Miller Drive S£.(RO/Jfe 665J
Alt Intersections ore to remain open during construction unless otherwise Indicated on tlis f)fon.lntersectlons may be reduced to one lane when the construction zone Is active.using VWAPM TTC-28J or as af)f)roved /:Jj the Engineer.When the construction zone Is not octlve.oll Intersections shall be open.
Existing Pedestrian Access Points: Wit/in the project llmfts,pedestrlon access pa!nts ore very limited.Most pedestrian access points occur at the Intersections. The Contractor Is to maintain safe passage for pedestrians and bicyclists wit/in the project limits for the duration of construction.
Existing Bus Stops: There ore no bus stops wit/in the project limits.
f Identify the major types of travelers: The roadway carries large diverse types of travelers.In the peak tcurs hawever,commuters ore the prevailing traveler type for tlis roadway.
g The Contractor.at no additional cost to the pro]ect,wlich shall be considered /ncldentot to the cost of the pro feet, shall:
Designate a person assigned to the project wtc wlll have the primary responsibility, with sufficient oultorlty,for lmf)fementlng the TMP/SOC and other safety and mobility aspects of the permit work. TNs person shall be designated the ·Project Safety Officer:
Ensure that personnel assigned to the project ore trained In traffic control to a level commensurate with their responsibilities In accordance with VlXJT's work zone traffic control training guidelines.
Inform the Engineer of Of1/ work requiring tone sh/fts,tone closures.and/or phase changes o minimum of two working days prior lo lmf)fementlng tlis activity.
TMP/SOC TEMPORARY TRAFFIC CON7-ROL PLAN GENERAL NOTES
Perform reviews of the Construction Area to ensure compliance with contract documents of regularly scheduled Intervals of the direction of the Engineer. Contractor shall maintain a CO/JI of the temporary traffic control f)fon at the work site at oil times.
Notify and coordinate with Loudoun C01Jnty Police Department, T<Nln of Leesburg Police Department, Loudoun County Fire/Rescue Department, Virginia State Po/Ice, and Of1/ other loco/ emergency services for Of1/ tone closures and af1/ detours of Of1/ nature at least seven working days prior to lfflf)lementlng o lone closure.
Notify and coordinate with Of1/ near/:Jj sctcols <depending on time of yearJ for Of1/ lane closures and af1j detours of Of1/ nature of least seven working days prior to lmf)fementlng a lone closure.
Schedule oil phases of construction In such o manner that water.son!tory sewer.coble.fiber coble/optic cobfe,of1/ overhanglng utll!tles,ond Of1/ underground utility services will not be Interrupted.
h During working tcurs,oll construction equipment Is to stay O/Jfslde of the construction area clear zone as designated In the VWAPM,Appendlx A.Construction equipment Is not to block or obstruct slgtt distance at Of1/ Intersection or private entrance along the project when the construction work zone Is active.
2 Tlis TMP/SOC f)fon Is Intended as o guide.If ls not to enumerate every detail which must be considered In the construction of each phase.but only to shaw the general handling of existing traffic.If shall be the responsibility of the Contractor to present o format TMP/SOC f)fon with construction slgnage to the Engineer for approval prior to af1/ construction activity that may affect the existing traffic.
3
4
5
6
7
8
9
10
II
12
Contractor Is to maintain two tones of traffic <one In each dlrectlonJ on Sycolln Road and Is to maintain a minimum of one lone of traffic on all street connections when the construction zone Is active unless otherwise specified IN the Engineer.When the construction zone Is not active. the Contractor shall ensure oil street connections mafntoln o minimum of two tones of traffic <one In each dlrectlonJ.Durlng construction of this project.the trove/way shall have o minimum clear roadway width .-10 less than existing conditions unless otherwise approved by the Engineer.For commercial connections or pr/vote entrances.a minimum width no less than the existing conditions shall be molntolned ot oil times, unless owoved fJ/ the Engineer.
Concrete Traffic Barrier Service shall be Installed and removed so as to not present Of1f blunt end or hazard to the motoring puf)f/c. The f)focement and removal of Concrete Traffic Barrier Service ore to be coordinated fJ/ the Project Safety Officer.When Concrete Traffic Barrier Service Is lnstolled,lmpact Attenuators shall be /)faced at the beginning of the Concrete Traffic Barrier Service.Project Safety Officer shall ensure Concrete Traffic Barrier Service Is Installed In accordance with VlXJT's and manufacturer's specifications to prevent deflectlon.Addlflonatly,Project Safety Officer shall ensure Concrete Traffic Barrier Service, when lnstolled with flores,shall be In accordance with VlXJT's VWAPM.
Contractor shall fofl<NI the geotechnlcol recommendations for the project.Materials designated as unsuitable material as detailed In the geotectnlcol recommendations shall be disposed of off site and are not to be used for Of1/ port of construction.Existing surfoce.oggregote bose. and subbose material wlich wlll be demolished or obliterated during construction.and wtich are suitable for maintenance of trafflc.stcutd be utilized prior to the use of commercial material.
Each phase of construction shall be completed to the lnstallatlon of Intermediate course asphalt prior to the start of the next phase unless otherwise directed fJJ the Engineer.
Contractor shall ensure positive drainage for the duration of the project.Contractor shall odd af1/ additional temporary measures necessary to facilitate proper.positive drainage for the duration of construction.
The cost to remove the construction pavement markings and pre-of)f)roved black tape shall be Included In the cost to Install construction pavement markings and wilt not be paid for as o separate Item.
Where Group 2 Channelizing Devices are used to separate the Construction Area and traffic.a minimum clear zone area as defined In the VWAPM Is to be molntalned.Group 2 Channelizing Devices shawn on the f)fon ore schemotlc.Controctor shall foll<NI VWAPM guidelines for device spacing along transitions and parallel to the roadway.
The Contractor Is to coordinate with T<Nln of Leesburg for tocotlorlsJ of the construction of staging orea<sJ.Controctor Is responsible for obtaining easements and permits associated for these tocotlon<sJ.Controctor Is solely responsible for the cost to acquire easement for staging area<sJ and It shall not be paid for as o separate Item.Potent/of staging areas for construction ore at stormwoter management basins and storm water management ponds.
Srd ACOT-1 pavement tie-In shall be of)f)fled In oll tocotlons during construction where proposed permanent pavement or proposed temporary pavement ties Into existing pavement.
All areas excavated bef<NI the existing pavement surface and wit/in the clear zone at the conclusion of each workday shall be bockfllled to form an approximate 6:/wedge against the existing pavement or newly constructed pavement surface for the safety and protection of veliculor traffic.Protection shall also be provided at the end of the day for constructed Items wlich are above grade and present a hazard to motorists. Traffic shall be protected from these Items wlite construction work zone Is not active.All costs for ptoclng,malntolnlng,ond removing 6:1 wedge and other forms of protection shall be Included In the price bid for other Items In the contract and no oddltlonat compensation will be olf<Nled.
100:t. PLANS
13 PUBLIC COMMUNICATIONS PLAN
The T<Nln of Leesburg shall be responsible for:
o Notifying the Project Manager/Residency Administrator two weeks In odVonce of Of1/ scheduled work f)fons and traffic delays.
b Notifying the Project Manager/Residency Admfnlstrotor.Reglonat Operations Jlanoger,ond the Puf)flc Affairs staff of af1/ unscheduled traffic delays.
14 TRANSPORTATION OPERATIONS
The T<Nln of Leesburg <TOLJ and Contractor shall be responsible for lfflf)lementlng and providing the fofl<Nllng:
TOL: o Notify the VlXJT Northern Region Transportation Operations Center <TOCJ 48 tours In odVonce In order to f)foce lane closure Information on LCAMS and VATrafflc tlr01Jghaut the duration of the project In accordance with VlXJT llM·OD-16-03.doted December 16.2016.
Contractor: b Contact the VlXJT Northern Region Transportation Operations Center <TOCJ 15-45 mffXlfes prior to executing tone and/or stculder closures and contact TOC once work has been completed and lane and/or stcutder closures have been removed.
Contractor: c Posto list of loco! emergency response agencies Inside the profecrs construction office/trailer.
TOL: d lmmedlotety report Of1/ traffic Incidents that may occur In the work zone.
TOL: e Notify the pro]ecrs Maintenance of Traffic Coordinator. Project Monoger, Resident Admfnlstrator.Dlstrlct Work Zone Safety Coordinator. District Traffic Engineer. the Regional Operations Manoger and Puf)flc Affairs Manager of Of1/ Incidents and expected traffic delays.
TOL & Contractor: f Wlttin 24 tcurs of Of1/ Incidents wlttin the construction work zone.a review of the traffic contrats shall be comf)feted and necessary adjustments mode to reduce the frequency and Se(er/ty of af1/ future Incidents.
CONTACT NUMBERS
T<Nln of Leesburg Project Manager T<Nln of Leesburg Construction & Safety Manager T<Nln of Leesburg Public Information
Emergency Coll
Non-Emergency Numbers: Loudoun County Po/Ice L01Jdoun County Fire & Rescue T<Nln of Leesburg Police VlXJT Traffic Operation Center
Anne Gelger Walld Oliftolneh Betsy Arnett
Virginia Department of Transportation Review of Working Drawings
Working drawings have been reviewed 'in · accordance with Section 105.1 o of the
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with comments as follows: ·
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TMP/SOC Designer
Commonwealth of Virginia
Virginia .Department of Transportation
VERIFICATION OF COMPLETION OF
DOT
ADVANCE WORK ZONE TRAFFIC CONTROL TRAINING AND FLAGGER CERTIFICATION
This is to verify that Adam Welschenbach has successfully completed training and an examination by the Department on the proper practices and methods for the installation, maintenance, removal of temporary traffic control devices and flagging operations.
Date: 4/3/2014
State セヲイ。ヲヲゥ」@ Eugineer
Verification No. : 040314773 Expiration Date: 4/30/2018
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PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
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Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)Rin
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02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Adam Welschenbach, (703) 368-7373
Lic. No. 044359
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SEQUENCE OF CONSTRUCTION
TMP/SOC
GENERAL PHASING NOTES
5.
1.
1.
2.
3.
4.
5.
6.
8.
9.
2.
7.
10.
PHASE 2:
3.
1.
8.
9.
4.
7.
10.
2.
5.
6.
11.
12.
13.
14.
VWAPM = VDOT’s current edition of the Virginia Work Area Protection Manual.
MUTCD = FHWA’s current edition of the Manual on Uniform Traffic Control Devices.
15.
approved by the Engineer.
ultimate placement of roadway, unless otherwise noted on this sheet or unless
The Contractor shall only pave up to intermediate course pavement in areas of
remain post construction of the Project.)
Removable Tape should be used for locations in which existing markings will
as shown on this sheet, shall be eradicated per VDOT standards. (Note: Type E
Any existing condition that does not reflect the Temporary Pavement Marking Plan
designated in the VWAPM or off-site.
Equipment is to be stored outside of the clear zone for construction areas as
and meet VDOT’s clear zone requirement in accordance with the VWAPM, Appendix A.
is not required if the construction area or impacted areas are beyond the travelway
areas and on appropriate 6:1 wedge is to be installed per the VWAPM. The 6:1 wedge
At the end of each work day VWAPM TTC-4.1 is to be implemented in all construction
this phase of construction.
during construction for drainage and that positive drainage is maintained throughout
unless otherwise shown. The Contractor is to ensure that adequate facilities are provided
The Contractor is to maintain access to all entrances at all times during construction
sign that is displaced or damaged during this phase of construction.
The Contractor is also solely responsible for resetting and replacing any roadway
equipment, and traffic control devices for the duration of construction.
The Contractor is solely responsible for relocating all construction signs,
Contractor shall maintain TTC-34.1 as shown for entrance closure at airport Station 120+00.
from southbound and northbound Sycolin Road throughout construction work zone as shown.
(Station 136+60). Contractor shall maintain a traversable area for thru traffic turning left
the intersections of Sycolin Road at Miller Drive and Sycolin Road at Sheriff Entrance
Contractor shall install all permanent curb and gutter, drainage, sidewalk and pavement at
120+00 to 123+00.
119+50 and Station 132+15 to 136+00. Contractor shall construct final median at Station
shall install temporary pavement in median area as shown in plans from Station 118+50 to
all temporary drainage structures in medians as shown on Sheets 1U(1) thru 1U(5). Contractor
construct culvert and erosion measures at Station 123+00. Contractor shall install
constructed in Phase 1 shall be removed from Station 114+50 to 118+50. Contractor shall
from Station 110+50 to 148+00 along the southbound lanes. Temporary pavement widening
Contractor shall install all permanent curb and gutter, drainage, sidewalk and pavement
onto the existing and previously widened northbound lane from Station 111+00 to Station 150+50.
as shown on Sheets 1U(1) thru 1U(5). Contractor shall then shift north and south bound traffic
Prior to beginning construction Contractor shall place all temporary traffic markings
temporary traffic barrier and PCMS as shown on Sheet 1U(A).
Contractor to implement entrance closure and detour including all temporary signage, striping
The Contractor shall implement PCMS #1 prior to the closure of the airport entrance.
the Contractor Special Provisions.
The entrance shall be the same width and depth shown on the plans and as described in the
permanent entrance pavement along the secondary entrance as shown on Sheet 1U(A) and Sheet 1U(B).
Prior to implementation of the entrance closure, the Contractor shall construct
is to follow the guidelines in the VWAPM as directed by the Engineer.
of 5 feet in width) to achieve this continuous connection. To guide pedestrians, the Contractor
locations. The Contractor may have to construct temporary asphalt sidewalk (a minimum
The Contractor is to maintain pedestrian access at all times at existing pedestrian facility
Contractor is to maintain all pedestrian detour/closure signs and barricades as shown.
install all temporary pavement markings for this phase as shown/designated.
measures required (TTC-6.1, TTC-23.1, and TTC-34.1). The Contractor shall also
required during Phase 2 TMP/SOC the Contractor shall implement all VWAPM TTC
series. In order to construct the designated permanent and temporary construction areas
Barrier Service, Ty. 3 Barricades, and Group 2 Channelizing Devices shown in the 1U
including, but not limited to, Impact Attenuators, PCMS, Temporary Concrete Traffic
The Contractor shall install all Temporary Traffic Control (TTC) measures and devices,
PHASE 1/PHASE 1A:
Phase 1A
3b.
Phase 1
4a.
Phase 1A
4b.
11.
Phase 1
3a.
6a.
6b.
6c.
6d.
construction of proposed elements in the same phase.
Phase 1 and Phase 1A represent the necessary preparation work needed along with the
NOTE:
roadway, unless otherwise noted on this sheet or unless approved by the Engineer.
Contractor shall only pave up to intermediate course pavement in areas of ultimate placement of
used for locations in which existing markings will remain post construction of the Project.)
this sheet, shall be eradicated per VDOT standards. (Note: Type E Removable Tape should be
Any existing condition that does not reflect the Temporary Pavement Marking Plan as shown on
designated in the VWAPM or off-site.
Equipment is to be stored outside of the clear zone for construction areas as
and meet VDOT’s clear zone requirement in accordance with the VWAPM, Appendix A.
is not required if the construction areas or impacted areas are beyond the travelway
areas and an appropriate 6:1 wedge is to be installed per the VWAPM. The 6:1 wedge
At the end of each work day VWAPM TTC-4.1 is to be implemented in all construction
this phase of construction.
during construction for drainage and that positive drainage is maintained throughout
unless otherwise shown. Contractor is to ensure that adequate facilities are provided
The Contractor is to maintain access to all entrances at all times during construction
sign that is displaced or damaged during this phase of construction.
Contractor is also solely responsible for resetting and replacing any roadway
equipment, and traffic control devices for the duration of construction.
The Contractor is solely responsible for relocating all construction signs,
to 148+00.
Contractor is to eradicate the existing median chevron markings from Station 144+00
markings along the southbound lanes of Sycolin Road from Station 106+50 to 114+50. The
Road from Station 111+00 to 116+00. The Contractor is to eradicate existing chevron
Contractor is to eradicate existing chevron markings along northbound Sycolin
1T(4), and 1T(5).
and replace with temporary pavement for Phase 2 lane shifts as shown on Sheets
Contractor is to demo the existing concrete median from Station 148+00 to 149+55
1T(3A). The BMP facility shown shall also be installed during this phase.
from Station 124+50 to 132+00 including temporary manhole tops on structures shown on Sheet
shall install final storm run from STR. 6-2 to 7-4 from Station 111+00 to 120+00 and culvert
The Contractor shall install all permanent curb and gutter, drainage, and sidewalk. The Contractor
to 144+25 as shown on Sheets 1T(1), 1T(2), 1T(3), 1T(4),. and 1T(5).
Sycolin Road from approximately Station 122+00 to 149+00 and from Station 137+05
Contractor is to construct Temporary Pavement Widening along northbound
Southbound lane from Station 111+00 to Station 120+00 and Station 122+75 to Station 132+75.
The Contractor shall then shift the northbound and southbound traffic onto the existing
114+50 to 118+50, Contractor shall place all temporary traffic markings as shown on Sheet 1T(2B).
After completing temporary widening along southbound Sycolin Road from approximately Station
along Sycolin Road is shown on Sheet 1T(2) of the Phase 1 TMP/SOC plans.
Sycolin Road from approximately Station 114+50 to 118+50. Temporary Pavement Widening
Contractor is to construct Temporary Pavement Widening along southbound
Contractor is to install all pedestrian detour/closure signs and barricades as shown.
markings for this phase as shown/designated.
TTC-24.1, and TTC-27.1). The Contractor shall also install all temporary pavement
implement all VWAPM TTC measures required (TTC-5.1, TTC-6.1, TTC-23.1,
construction areas required during Phase 1 TMP/SOC the Contractor shall
the 1T series. In order to construct the designated permanent and temporary
Traffic Barrier Service, Ty. 3 Barricades, and Group 2 Channelizing Devices shown in
devices, including, but not limited to, Impact Attenuators, PCMS, Temporary Concrete
Contractor shall install all Temporary Traffic Control (TTC) measures and
of the permanent pavement section prior to the installation of the permanent pavement.
The Contractor shall remove all temporary pavement present in areas requiring the installation
additional cost to the project) with prior approval in writting by the Town.
concurrent construction is not an option. The use of steel plates is permitted (at no
VWAPM TTC 23.1, 24.1, and 28.1 to construct elements of 6a, 6b, and 6c when
construction activities. Contractor may (with prior written approval from the Town) utilize
Sheet 1S. Services shall not be interrupted. The Contractor shall not schedule conflicting
schedule for utilities/conduits for Town review, per TMP/SOC General Note #2 on
To comply with 6a, 6b, and 6c, the Contractor shalll present the construction plan and
18 series) improvements concurrently with proposed construction for Sycolin Road.
The Contractor is required to construct the conduit and street lighting (see sheet
proposed utility relocation plans within Project’s plan set.)
Town of Leesburg, and property owners for all sanitary and waterline connections. (See
The Contractor is required to coordinate with Loudoun County Service Authority,
improvements/construction for Sycolin Road. (See note 6d on this sheet for more details)
Proposed water and sanitary lines shall be constructed concurrently with the proposed
if necessary, Temporary Barricades on the plans submitted to the Engineer.
Changeable Message Signs, Truck Mounted Impact Attenuators, Flagging Stations, and,
The Contractor shall be responsible to show the placement for Portable
as a separate item.
incidental with the costs of implementing the Project’s TMP/SOC, and not paid for
all costs associated with maintaining pedestrian access, and all costs shall be
pedestrian trails, paths, or sidewalks. The Contractor shall be solely responsible for
pedestrian control in accordance with the VWAPM when impacting existing
presents traffic control plans for approval to the Engineer, they shall include
follow the guidelines in the VWAPM as directed by the Engineer. When the Contractor
achieve this continuous connection. To guide pedestrians, the Contractor is to
have to construct temporary asphalt sidewalk (a minimum of 5 feet in width) to
access at all times at existing pedestrian facility locations. The Contractor may
During all phases of construction, the Contractor is to maintain pedestrian
for assistance with Police.
change. Contractor shall coordinate with Loudoun County and Town of Leesburg
Contractor shall ensure this signage remains in compliance if the Project Limits
Signage in accordance with the VWAPM for the duration of construction. The
Prior to the start of construction, the Contractor shall install Project Limit
indicated on the Temporary Traffic Control Plan General Notes shown on Sheet 1S.
approved by the Engineer prior to the commencement of any work activities as
the necessary traffic control measures for the work to be performed to be
The Contractor shall submit a Temporary Traffic Control Plan that prescribes
7.
Adam Welschenbach
2018.02.22 14:35:57 -05'00'
1S(1A)
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
AN
D S
EQ
UE
NC
E O
F C
ON
ST
RU
CTIO
NT
RA
NS
PO
RT
ATIO
N M
AN
AG
EM
EN
T P
LA
N
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Adam Welschenbach, (703) 368-7373
Lic. No. 044359
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
WELSCHENBACHADAM D.
PHASE 3:
3.
1.
8.
9.
4.
7.
10.
2.
5.
6.
12.
SEQUENCE OF CONSTRUCTION CONT...
TMP/SOC
PHASE 4:
3.
1.
2.
6.
7.
4.
5.
9.
8.
10.
11.
the Project.
pavement striping, signage, and generally construct the remaining elements of
and final surfacing operations. Contractor shall install the ultimate signals,
The Contractor shall implement VWAPM TTC-57.1 and TTC-58.1 to complete mill and overlay
approved by the Engineer.
ultimate placement of roadway, unless otherwise noted on this sheet or unless
Contractor shall only pave up to intermediate course pavement in areas of
remain post construction of the Project.
Removable Tape should be used for locations in which existing markings will
as shown on this sheet, shall be eradicated per VDOT standards. (Note: Type E
Any existing condition that does not reflect the temporary pavement marking plan
designated in the VWAPM or off-site.
Equipment is to be stored outside of the clear zone for construction areas as
and meet VDOT’s clear zone requirement in accordance with the VWAPM, Appendix A.
is not required if the construction area or impacted areas are beyond the travelway
areas and on appropriate 6:1 wedge is to be installed per the VWAPM. The 6:1 wedge
At the end of each work day VWAPM TTC-4.1 is to be implemented in all construction
this phase of construction.
during construction for drainage and that positive drainage is maintained throughout
unless otherwise shown. Contractor is to ensure that adequate facilities are provided
The Contractor is to maintain access to all entrances at all times during construction
sign that is displaced or damaged during this phase of construction.
Contractor is also solely responsible for resetting and replacing any roadway
equipment, and traffic control devices for the duration of construction.
The Contractor is solely responsible for relocating all construction signs,
structures from Station 98+25 to 148+00 along Sycolin Road.
and temporary manholes in medians and install permanent median and drainage
The Contractor shall install all sawcut and remove previous phased temporary pavement
onto the final northbound and southbound lanes from Station 111+00 to Station 150+50.
as shown on Sheets 1W(1) through 1W(5). Contractor shall then shift north and south bound traffic
Prior to beginning construction, the Contractor shall place all temporary traffic markings
The Contractor is to remove all pedestrian detour/closure signs and barricades as shown.
install all temporary pavement markings for this phase as shown/designated.
measures required (TTC-17.1). The Contractor shall also
during Phase 4 TMP/SOC the Contractor shall implement all VWAPM TTC
the 1W series. In order to construct the designated permanent construction areas required
Traffic Barrier Service, Ty. 3 Barricades, and Group 2 Channelizing Devices shown in
devices, including, but not limited to, Impact Attenuators, PCMS, Temporary Concrete
The Contractor shall install all Temporary Traffic Control (TTC) measures and
approved by the Engineer.
ultimate placement of roadway, unless otherwise noted on this sheet or unless
Contractor shall only pave up to intermediate course pavement in areas of
remain post construction of the Project.
Removable Tape should be used for locations in which existing markings will
as shown on this sheet, shall be eradicated per VDOT standards. (Note: Type E
Any existing condition that does not reflect the temporary pavement marking plan
designated in the VWAPM or off-site.
Equipment is to be stored outside of the clear zone for construction areas as
and meet VDOT’s clear zone requirement in accordance with the VWAPM, Appendix A.
is not required if the construction area or impacted areas are beyond the travelway
areas and on appropriate 6:1 wedge is to be installed per the VWAPM. The 6:1 wedge
At the end of each work day VWAPM TTC-4.1 is to be implemented in all construction
this phase of construction.
during construction for drainage and that positive drainage is maintained throughout
unless otherwise shown. Contractor is to ensure that adequate facilities are provided
The Contractor is to maintain access to all entrances at all times during construction
sign that is displaced or damaged during this phase of construction.
Contractor is also solely responsible for resetting and replacing any roadway
equipment, and traffic control devices for the duration of construction.
The Contractor is solely responsible for relocating all construction signs,
final TMP/SOC phases.
for entrance closure at Leesburg Airport (Station 120+00). Entrance to remain open throughout
The Contractor shall remove all traffic control devices used in TTC-34.1 as shown in Phase 2A
zone as shown.
turning left from southbound and northbound Sycolin Road through construction work
entrance (Station 143+50). The Contractor shall maintain a traversable area for thru traffic
at the intersections of Sycolin Road at Tavistock Drive and Sycolin Road at Dominion Power
The Contractor shall install all permanent curb and gutter, drainage, sidewalk and pavement
Sheets 1V(1) through 1V(5).
Contractor shall install all temporary drainage structures in medians as shown on
144+00. Contractor shall construct culvert and erosion measures at Station 123+50.
constructed in Phases 1 and 2 shall be removed from Station 122+00 to 131+50 and 137+00 to
from Station 110+50 to 148+00 along the northbound lanes. Temporary pavement widening
The Contractor shall install all permanent curb and gutter, drainage, sidewalk and pavement
150+50.
traffic onto the existing and previously widened southbound lane from Station 111+00 to Station
as shown on Sheets 1V(1) thru 1V(5). The Contractor shall then shift northbound and southbound
Prior to beginning construction, Contractor shall place all temporary traffic markings
is to follow the guidelines in the VWAPM as directed by the Engineer.
of 5 feet in width) to achieve this continuous connection. To guide pedestrians, the Contractor
locations. The Contractor may have to construct temporary asphalt sidewalk (a minimum
The Contractor is to maintain pedestrian access at all times at existing pedestrian facility
The Contractor is to maintain all pedestrian detour/closure signs and barricades as shown.
for this phase as shown/designated.
required (TTC-6.1). The Contractor shall also install all temporary pavement markings
Phase 3 TMP/SOC the Contractor shall implement all VWAPM TTC measures
the 1V series. In order to construct the designated permanent construction areas required during
Traffic Barrier Service, Ty. 3 Barricades, and Group 2 Channelizing Devices shown in
devices, including, but not limited to, Impact Attenuators, PCMS, Temporary Concrete
The Contractor shall install all Temporary Traffic Control (TTC) measures and
on Sheet 1V(3).
prior to installation of barriers, and on Sycolin Road from Station 126+00 to 128+25 as shown
Road and Tavistock Drive (Station 135+95 RT to Station 139+00 RT) as shown on Sheet 1V(4)
The Contractor shall complete construction of variable build-up at the intersection of Sycolin
13.
Adam Welschenbach
2018.02.22 14:36:21 -05'00'
1S(2)
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
AN
D S
EQ
UE
NC
E O
F C
ON
ST
RU
CTIO
NT
RA
NS
PO
RT
ATIO
N M
AN
AG
EM
EN
T P
LA
N
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Adam Welschenbach, (703) 368-7373
Lic. No. 044359
AI
NIG
RI
V FO HTLAE
WN
OM
MO
C
RE
ENI
GNE LANOI
SSE
FO
RP
WELSCHENBACHADAM D.
IMPACT ATTENUATOR DETAILS
KEY
2
3
4
5
6
1
TRAFFIC
PLAN
ELEVATION
30"
NOTES
A
A
TRAFFIC
PLAN
6
5
ELEVATION
TRAFFIC
(TEMPORARY USE ONLY)
REFLECTIVE MARKERS
IMPACT ATTENUATOR
(WHEN CALLED FOR ON PLANS AND SUMMARIZED AS IMPACT ATTENUATOR SERVICE.
TL-2 (45 MPH MAXIMUM DESIGN SPEED)
1.
2.
3. ALL STEEL HARDWARE COMPONENTS MUST BE GALVANIZED.
5.
4.
CONCRETE TRAFFIC BARRIER
CONSTRUCTION ZONE BACKUP
TRANSITION PANEL (4" OFFSET)
NOSE COVER (YELLOW)
MARKER
VAR.
IMPACT ATTENUATOR
SOIL
24"
30"
POSITION RIGHT OF TRAFFIC
THROUGH ROADWAY MARKERGORE AREA MARKERTHROUGH ROADWAY MARKER
POSITION LEFT OF TRAFFIC
30"
24" 24"
2
2’-8�" MIN.
4
5
A
A
6
VAR.
2’-0"
6"
31
2’-8�" MIN.
2
(UNI-DIRECTIONAL)
VAR.31
2’-0"
6"
DETAILS NOT SHOWN.
SEE MANUFACTURER’S SPECIFICATIONS AND DRAWINGS FOR DIMENSIONS AND
SPECIFICATIONS, SECTION 512.
WILL NOT BE SUMMARIZED FOR PAYMENT. REFERENCE ROAD AND BRIDGE
IMPACT ATTENUATORS USED WITH BARRIER OPENINGS FOR EQUIPMENT ACCESS
(SOIL)
COMPACT SUBBASE
SPECIFICATIONS.
FOR INSTALLATION INSTRUCTION AND RESTRICTIONS SEE MANUFACTURER’S
AND SPECIFICATIONS.
FOR DIMENSIONS OF UNIT AND CONCRETE PAD SEE MANUFACTURER’S DRAWINGS
MESSAGE - BLACK (NON-REFLECTORIZED) CONSTRUCTION/MAINTENANCE ZONES.
FIELD - ORANGE STRIPES (REFLECTORIZED) CONSTRUCTION/MAINTENANCE ZONES.
COLOR
TO PASS.
SLOPE DOWN TOWARD THE SIDE OF THE OBSTRUCTION ON WHICH TRAFFIC IS
WITH SECTION 701 OF THE ROAD AND BRIDGE SPECIFICATIONS. STRIPES SHALL
REFLECTIVE MARKERS. ALL REFLECTIVE SHEETING IS TO BE IN ACCORDANCE
FLUORESCENT PRISMATIC LENS ORANGE SHEETING SHALL BE USED ON THE
Y IMPACT ATTEN. MANUFACTURER. BAS REQUIRED
PORTLAND CONCRETE OR ASPHALT FOUNDATION
AS PER MANUFACTURER
REQUIRED MIN. FOUNDATION
IMPACT ATTENUATOR MANUFACTURER.
IS TO BE DESIGNED AND CONSTRUCTED AS REQUIRED BY THE
THE FIRST UNIT OR SECTION OF A CONCRETE TRAFFIC BARRIER
IMPACT ATTENUATOR MANUFACTURER.
IS TO BE DESIGNED AND CONSTRUCTED AS REQUIRED BY THE
THE FIRST UNIT OR SECTION OF A CONCRETE TRAFFIC BARRIER
BE USED WITHOUT MINIMUM PAD LAYER(S) OF P.C. CONCRETE OR ASPHALT MATERIAL.
FURNISH THE REQUIRED ANCHORING SYSTEM. COMPACTED SUBBASE (SOIL)SHALL NOT
TYPES OF MATERIALS (P.C. CONCRETE & ASPHALT). THE MANUFACTURER MUST ALSO
MINIMUM PAD LAYER DEPTH OR COMBINATION DEPTHS SHOWN FOR THE DIFFERENT
IMPACT ATTENUATOR MANUFACTURERS MUST FURNISH DETAILS FOR THE REQUIRED
(BI-DIRECTIONAL)
REFLECTIVE MARKER(S), MAINTENANCE, AND REMOVAL WHEN NO LONGER NEEDED.
PREPARATION, MP-3 ANCHORS OR ANCHOR PINS, PAD, INSTALLATION, TRANSITION PANEL,
TYPE 1-A IN UNITS OF EACH PER LOCATION AND SHALL INCLUDE ALL SITE
WHEN A PAY ITEM, BASIS OF PAYMENT SHALL BE IMPACT ATTENUATOR SERVICE,
TRAFFIC TRAFFIC
WITH LOCK, WASHER AND NUT.
METAL STRAPS 4-�"x1" HEX HEAD BOLTS
20 GAUGEx1�"x3’-0" GALVANIZED
MARKER IS TO BE ATTACHED USING
SEE MANUFACTURER’S REQUIREMENTS.
TREATMENTS MAY BE REQUIRED,
SPECIAL CONCRETE BARRIER END
SEE MANUFACTURER’S REQUIREMENTS.
TREATMENTS MAY BE REQUIRED,
SPECIAL CONCRETE BARRIER END
(each location) for VDOT approval.Contractor shall submit prior to construction all impact attenuator details
TMP/SOC DETAILS
SPECIAL DESIGN PORTABLE IMPACT ATTENUATOR
CLOSED
SIDEWALK
Sidewalk Closed Signage
MATERIALS AND INSTALLATION.
CONTRACTOR SHALL SUBMIT SPEC FOR TOWN APPROVAL PRIOR TO ORDERING
Ground Surface
TYP.
3’-4’’
(Not to Scale)
4’
5’
MIN.
12"
in addition to the barricades and retroreflective sheeting.
SP-5, shall be included in price bid for Type III Barriacde,
equipment necessary to install sign(s) in accordance with St’d
Cost for materials (brackets, nuts etc.), labor and all
to Type III Barricade as shown on This Sheet.
1. Sign(s) shall be installed consistent with St’d SP-5
Sign Schedule Notes:
IMPACT ATTENUATOR SHALL BE AS APPROVED BY VDOT’S APPROVED MATERIALS LIST.
6.
PRICE BID FOR IMPACT ATTENUATORS AND NOT PAID FOR SEPARATELY.
MANUFACTURER REQUIREMENTS (INCLUDING ANCHORS) SHALL BE INCLUDED IN THE
THE COST TO INSTALL PROPER FOUNDATION SURFACE AND SUBBASE PER
THIS DEVICE SHALL BE DESIGNATED TYPE I-A)
Adam Welschenbach
2018.02.22 14:38:36 -05'00'
1S(3)
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
LA
UDIA D
RIV
E T
O T
OL
BE
RT L
AN
E S.E.
AN
D S
EQ
UE
NC
E O
F C
ON
ST
RU
CTIO
NT
RA
NS
PO
RT
ATIO
N M
AN
AG
EM
EN
T P
LA
N
02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Adam Welschenbach, (703) 368-7373
TTC NOTES AND DETAILS
TMP/SOC
1S(3A)
Rin
ker
Desig
n Associates, P.C.
Engineering * S
urv
eyin
g * L
and Pla
nnin
g * Tra
nsportation * E
nviron
mental Services
To
wn of Leesburg
Loudoun C
ounty,
Virginia
ww
w.r
dacivil.c
om
AS
SO
CIA
TE
D
PL
AN
TO
WN
NU
MB
ER:
EN
GIN
EE
R:
PR
OJE
CT
NA
ME:
SU
BMIS
SIO
N
DA
TE:
PR
OJE
CT
MA
NA
GE
R:
C.I.P.
NU
MB
ER:
Sheet
VD
OT
PR
OJ.
NO.U000-2
53-3
12
PROJECT MANAGER
DESIGN SUPERVISED BY
DESIGNED BY
SURVEYED BY
Mark A. Gunn, P.E., (703) 368-7373
Tele
phone: (703) 368-7
373 , F
ax: (703) 257-5
443
9385 Discovery Blvd. Suite 2
00, M
anassas Virginia 2
0109 on the w
eb @ w
ww.rdacivil.c
om
to M
ake Y
our
Visio
n R
eality"
"We W
elco
me the O
pportunity
of 20
M
AR
K
A.
GU
NN,
P.E.
SY
CO
LIN R
OA
D W
IDE
NIN
G P
HA
SE I
V
Anne Geiger, (703) 771-2742 (Town of Leesburg)
Sidney Thomas, L.S., (703) 368-7373 (2015)
SUBSURFACE UTILITY BY Accumark, (800) 542-2990 (2015)Rin
ker
Fax: (703) 257-5
443
Phone: (703) 368-7
373
Manassas,
VA 20109
Suite 2
00
9385 Discovery B
oule
vard
Fax: (703) 612-0
668
Phone: (703) 612-0
665
Gle
n Allen,
VA 23060
Suite 1
00
4301 D
ominio
n B
oule
vard
Fax: (540) 548-4
471
Phone: (540) 548-4
470
Frederic
ksburg,
VA 22407
Suite 1
05
927 M
aple G
rove D
riv
e
Desig
n A
ssociates, P.C.
Office L
ocations
Land Pla
nnin
g
Rig
ht of
Way S
ervices
Envir
on
mental
Civil E
ngin
eerin
gSurveyin
g
Transportation
---
www.RDAcivil.com
TB
D
FR
OM C
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02/
21/
2018
TL
CI-2016-0
002
100% PLANS
Adam Welschenbach, (703) 368-7373
TTC NOTES AND DETAILS
TMP/SOC