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 F L O W THE EXCAVATED SOIL UPSLOPE ALONG THE LINE OF 4. BACKFILL AND COMPACT 2. EXCAVATE A 4"x4" TRENCH F L O W 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’ M I N. 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 m i n L EXCAVATED Ho H SEDIMENT TRAP DETAIL SEDIMENT TRAP DESIGN WEIR DRAINAGE REQUIRED PROVIDED STORAGE HEIGHT WEIR TOP WEIR @ TOP OF TOP OF ELEVATION AREA L W Ho H WET STORAGE STORAGE 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 1,855 0.88 3.0 2.0 1,472 0.78 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 - 357.00 364.00 366.00 1.0 2.0 2 NOTE: PIPE OUTLET SEDIMENT TRAP TO BE EMPLOYED UPON DRAINAGE AREA GREATER THAN ONE ACRE. (SEE DETAIL THIS SHEET) * 1P(2) E RO S I ON & S I LT A T I ON CONT RO L DET A I L S Ri nk e r De s i gn A ss o c i a t e s , P . C. Eng i n ee r i ng * S u r v e y i ng * L a nd P l a n n i ng * T r a n s po r t a ti o n * Env i r on m e n t a l S e r v i ce s T o wn o f L ee s bu r g L oudoun Coun t y , V i r g i n i a www. r daci vil . c om ASSOCI ATED PL AN TOW N NU M BER: ENGI N EER: PROJ ECT NAM E: SU BM I SSI ON DATE: PROJ ECT M AN AGER: C. I . P. NU M BER: Sheet VDOT PROJ . NO. U000 - 253 - 312 PROJECT MANAGER DESIGN SUPERVISED BY DESIGNED BY SURVEYED BY Mark A. Gunn, P.E., (703) 368-7373 T e l e phon e : ( 7 03 ) 368 - 7373 , F a x : ( 703 ) 257 - 5443 9385 Di s c ov e r yBl vd . Su it e 200 , Ma n a ss a sVi r g i n i a 20109 on t h e we b @ www. r d ac i v il . c o m t o Ma k e You r Vi s i on Rea lit y " " W e W e l c o me t h e Oppo r t un it y of 20 Sohaib Qadir, P.E., (703) 368-7373 M ARK A. GUNN , P. E. S Y CO L I N ROAD W I DE NI NG P HA S E 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) A I N I G R I V F O H T L A E W N O M M O C R E E N I G N E L A N O I S S E F O R P DESHPANDE NIKHIL V. Lic. No. 045430 R i nk e r Fa x : ( 703 ) 257 - 5443 Phon e : ( 703 ) 368 - 7373 M a n a ss a s , VA 20109 S u it e200 9385 Di s c ov e r y Bou l e v a r d Fa x : ( 703 ) 612 - 0668 Phon e : ( 703 ) 612 - 0665 G l e n All e n , VA 23060 S u it e100 4301 Do mi n i on Bou l e v a r d Fa x : ( 540 ) 548 - 4471 Phon e : ( 540 ) 548 - 4470 Fr e d e r i c k s bu r g , VA 22407 S u it e105 927 M a p l eGr ov eDr i v e D e s i gn Ass o c i a t e s , P . C. O ff i ceLo ca ti on s La nd Pl a nn i ng Ri gh t o f W a y S e r v i ce s Env i r on m e n t a l Ci v il Eng i n ee r i ng S u r v e y i ng Tr a n s po r t a ti on - - - www.RDAcivil.com TBD F RO M CL AUDI A DRI V E T O T O L B E RT L ANE S . E . 02/ 21/ 2018 TL CI- 2016 - 0002 100% PLANS Nikhil V Deshpande 2018.02.22 09:29:06 -05'00'
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
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
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
365
365 365
360
360
365
360
361
370
375
375
375
375
375
380
380
380
380
380
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
セcッューャ・エ・、@0 Correct and Resubmit 0 Rejected - See Remarks
Reviewed bh 5:___ Date: '-//:J.j/e, セN@
' . j
\l FEB 2 8 2018 i J i
: :,-;;:1::--,:'. l
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.