7 - IFB 114424 University Dr Bike Lanes Final Plans - UPC 121556.pdf
PDF 35 MB Posted
- Attached to
- Construction, University Drive Bike Lanes
- Solicitation number
- IFB-114424
- Issued by
- Fairfax County, Virginia
About this file
This file is a final engineering plan document for the City of Fairfax's IFB 114424 University Drive Bike Lanes project (UPC 121556). The document contains detailed construction plans for implementing bicycle lanes on University Drive, including comprehensive site plans with utility locations, drainage systems, traffic control measures, and roadway modifications. The plans encompass multiple sheets covering typical sections, grading details, existing conditions and demolition plans, erosion and sediment control phasing, drainage calculations and outfall mapping, signing and marking details, sight distance exhibits, and vehicle turn analysis studies. The project involves coordination with multiple properties including Layton Court (Mews), Courthouse Plaza, and adjacent parcels, with existing easements for public trails and sanitary sewer infrastructure that must be accommodated in the final design. The engineering plans indicate phased construction approach with detailed traffic management protocols, temporary traffic control measures, and specific construction alignment data throughout the project corridor.
The plans incorporate existing drainage areas conversion to proposed drainage configurations with detailed calculations and outfall narratives, supported by erosion and sediment control plans for two construction phases. Utility coordination is emphasized with references to Miss Utility of Virginia (Call 811) and the C.A.R.E. call-before-you-dig requirement to maintain safety during construction. The document specifies various pipe sizes and types (RCP, DIP, PVC) for drainage infrastructure, concrete and asphalt specifications for pavement work, and detailed sight distance requirements documented through autoturns and traffic analysis. All construction details are presented through standardized engineering drawings with property parcel identifications, deed book references, and property identification numbers to ensure accurate implementation across the affected real estate.
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Text version
CALL MISS UTILITY
D I G
W I T H C . A . R
E
K E
E
P V I R G I N I A
S A
F E
CALL BEFORE YOU DIG
1.800.552.7001
MISS UTILITY OF VIRGINIA
or 811 N
O R
TH
NORTH
N O
N O
N O
D
N 8°46'32"W
84.22'
D D
30"
15"
SD
x
SDx
SDx
SD
x
SD
x
D
ONLY
D
D D
30"
15"
SDx
SD
x
X
X
D D
D D
D
S
S
S
S
T T
T
W
WV
WV
WV
WV WV
WV
WV
C
X
X X
X
C O
N C
. W
ALK
C &G
C R
O
SS
W
AL
K
C R
O
SS
W
AL
K
CROSSWALK
SD
x
SD x
SDx
SD
x
SD
x
SDx
SD
x
SDx
SD
x
SSx SSx SSx SSx SSx SSx SSx SSx
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS
x
SS
x
SS
x
SSx SSx
SSx SSx
SS
x
SD
x
SD
x
36" R C
P
" R
CP
15" RCP
" R
CP
21" RCP 21" RCP
21" RCP
21" R C
P
D
C
B
F
8" PVC
8" P
VC
8" D
IP
42" D
IP
42" DIP
8" DIP
4" D
IP
ONLY
C &G
C&G
C&G
C&G
C&G
C& G
C&G
O H
W
O H
W
O H
W
O H
W
O H
W
C O
N C
. W
ALK
CONC. WALK
CONC. WALK
AS
PH
. W
AL
K
CONC. W
ALK
CO
NC
. W
AL
K
ASPH.
ASPH.
ASPH.
ASPH.
ASPH.
ASPH.
ASPH.
CONC.
6" C
UR
B
CONC.
6" C
U R
B
AS
PH
O
HW
O
HW
O
HW
O
HW
O
HW
O
HW
EDGE OF PAVEMENT
ST
O
P
BA
R
AS
PH
. B
RI
DG
E
DE
CK
6' WOODEN
MIXED
TREES
MIXED
TREES
MIXED
TREES
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
G R
ASS
MIXED
TREES
ASPH.
OHW OHW OHW
OHW OHW OHW OHW
LANDSCAPED
AREA
SHRUB
TRV 10
TRV 9
42" D
IP
FDC
(STAND PIPE)
PARCEL 1A1 LAYTON COURT (MEWS)
D.B. 3073, PG. 64; PID #57 2 17 001 A
N/F
OLDE FAIRFAX MEWS
COMMUNITY COUNCIL, INC. D.B. 3073, PG. 64
LOT 1
LAYTON COURT (MEWS)
D.B. 2980, PG. 297
PID #57 2 17 001
PARCEL 7
COURTHOUSE PLAZA
D.B. 4501, PG. 285
PID #57 2 20 007
N/F
DOCTORS INVESTMENT GROUP LLC II
D.B. 22024, PG. 2167
EX. PUBLIC TRAIL ESMT.
D.B. 23680, PG. 1079
EX. 20' SANITARY SEWER ESMT.
D.B. 3767, PG. 42
EX. 10' SANITARY SEWER ESMT.
D.B. 19998, PG. 1504
EX. 10' SANITARY SEWER ESMT.
D.B. 20750, PG. 302
# DIA TYPE DRIP NOTEINCH FEET1 3 DECIDUOUS 12 QUAD2 22 OAK 423 6 DECIDUOUS 244 3 DECIDUOUS 65 7 DECIDUOUS 186 STUMP
7 22 PINE 50 TWIN
TREE TABLE
LOT 3LOT4
LOT 2
LAYTON COURT (MEWS)
D.B. 2980, PG. 297
PID #57 2 17 002
N/F
JINGREN DU AND
TIEN NGOC LUC
D.B. 9341, PG. 351
STRIPING
ST
R
IP
IN
G
PARCEL #N/F
CITY OF FAIRFAX
PID #57 2 02 174
N/F
SEVENTEENTH-CARR LAYTON HALL LP
42" D
IP
42" DIP
42" DIP
8" PVC
18" R C
P 18" R
C P
4" D
IP
8" DIP
8" DIP
21" R C
P
36" R C
P
42" D
IP
N 8°46'32"W
84.22'
N55°50'57"E
240.10'
R=1035.24' L=221.00' T=110.92' D=12°13'53"
CB=S87°20'25"W
C=220.58'
D D
30"
15"
SDx
SD
x
X
X
D D
D D
D
S
S
S
S
T T
T
W
WV
WV
WV
WV WV
WV
WV
C
X
X X
X
SD
x
SD x
SDx
SD
x
SD
x
SDx
SD
x
SDx
SD
x
SSx SSx SSx SSx SSx SSx SSx SSx
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS
x
SS
x
SS
x
SSx SSx
SSx SSx
SS
x
SD
x
SD
x
36" R C
P
" R
CP
15" RCP
" R
CP
21" RCP 21" RCP
21" RCP
21" R C
P
8" PVC
8" P
VC
8" D
IP
42" D
IP
42" DIP
8" DIP
4" D
IP
ONLY
O H
W
O H
W
O H
W
O H
W
O H
W
O
HW
O
HW
O
HW
O
HW
O
HW
O
HW
AS
PH
. B
RI
DG
E
DE
CK
6' WOODEN
OHW OHW OHW
OHW OHW OHW OHW
42" D
IP
FDC
(STAND PIPE)
PARCEL 1A1 LAYTON COURT (MEWS)
D.B. 3073, PG. 64; PID #57 2 17 001 A
N/F
OLDE FAIRFAX MEWS
COMMUNITY COUNCIL, INC. D.B. 3073, PG. 64
LOT 1
LAYTON COURT (MEWS)
D.B. 2980, PG. 297
PID #57 2 17 001
PARCEL 7
COURTHOUSE PLAZA
D.B. 4501, PG. 285
PID #57 2 20 007
N/F
DOCTORS INVESTMENT GROUP LLC II
D.B. 22024, PG. 2167
EX. PUBLIC TRAIL ESMT.
D.B. 23680, PG. 1079
EX. 20' SANITARY SEWER ESMT.
D.B. 3767, PG. 42
EX. 10' SANITARY SEWER ESMT.
D.B. 19998, PG. 1504
EX. 10' SANITARY SEWER ESMT.
D.B. 20750, PG. 302
LOT 3LOT4
LOT 2
LAYTON COURT (MEWS)
D.B. 2980, PG. 297
PID #57 2 17 002
N/F
JINGREN DU AND
TIEN NGOC LUC
D.B. 9341, PG. 351
PARCEL #N/F
CITY OF FAIRFAX
PID #57 2 02 174
N/F
SEVENTEENTH-CARR LAYTON HALL LP
42" D
IP
42" DIP
42" DIP
8" PVC
18" R C
P 18" R
C P
4" D
IP
8" DIP
8" DIP
21" R C
P
36" R C
P
42" D
IP
X
D D
D D
D
S
S
S
S
T T
T
W
C
X
X X
X
SD
x
SD x
SDx
SD
x
SD
x
SDx
SD
x
SDx
SD
x
SSx SSx SSx SSx SSx SSx SSx SSx
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS
x
SS
x
SS
x
SSx SSx
SSx SSx
SS
x
SD
x
SD
x
36" R C
P
" R
CP
15" RCP
" R
CP
21" RCP 21" RCP
21" RCP
21" R C
P
8" PVC
8" P
VC
8" D
IP
42" D
IP
42" DIP
8" DIP
4" D
IP
ONLY
AS
PH
. B
RI
DG
E
DE
CK
6' WOODEN
42" D
IP
FDC
(STAND PIPE)
PARCEL 1A1 LAYTON COURT (MEWS)
D.B. 3073, PG. 64; PID #57 2 17 001 A
N/F
OLDE FAIRFAX MEWS
COMMUNITY COUNCIL, INC. D.B. 3073, PG. 64
LOT 1
LAYTON COURT (MEWS)
D.B. 2980, PG. 297
PID #57 2 17 001
PARCEL 7
COURTHOUSE PLAZA
D.B. 4501, PG. 285
PID #57 2 20 007
N/F
DOCTORS INVESTMENT GROUP LLC II
D.B. 22024, PG. 2167
EX. PUBLIC TRAIL ESMT.
D.B. 23680, PG. 1079
EX. 20' SANITARY SEWER ESMT.
D.B. 3767, PG. 42
EX. 10' SANITARY SEWER ESMT.
D.B. 19998, PG. 1504
EX. 10' SANITARY SEWER ESMT.
D.B. 20750, PG. 302
A =441.79'R =1035.24'
N 08°48'15" W
84.22'
A =347.62'R =955.24'
N 81°12'24" E 66.31'
N 38°55'52" E 33.63'
N 03°20'40" W
127.37'
N 81°12'24" E 29.00'
S 51°04'08" E 37.00'
S 03°20'40" E 57.89'
N 08°47'36" W
85.00
S 03°20'40" E 32.15'
S 81°12'24" W 48.40'
N 55°49'14" E 4 14.35'
LOT 3LOT4
LOT 2
LAYTON COURT (MEWS)
D.B. 2980, PG. 297
PID #57 2 17 002
N/F
JINGREN DU AND
TIEN NGOC LUC
D.B. 9341, PG. 351
S 81°12'24" W 252.40'
PARCEL #N/F
CITY OF FAIRFAX
PID #57 2 02 174
N/F
SEVENTEENTH-CARR LAYTON HALL LP
42" D
IP
42" DIP
42" DIP
8" PVC
18" R C
P 18" R
C P
4" D
IP
8" DIP
8" DIP
21" R C
P
36" R C
P
42" D
IP
D D
N 8°46'32"W
84.22'
N55°50'57"E
240.10'
R=1035.24' L=221.00' T=110.92' D=12°13'53"
CB=S87°20'25"W
C=220.58'
D D
30"
15"
SDx
SD
x
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
LOD
LO
D
LODLOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
DLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD LOD
LOD
LOD LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D LOD
LO
D
LO
D
LO
D
LO
D
NORTH
TP TP
LOD LOD
SF
D D
D D
D
S
S
S
S
T T
T
W
C
X
X X
X
SD
x
SD x
SDx
SD
x
SD
x
SDx
SD
x
SDx
SD
x
SSx SSx SSx SSx SSx SSx SSx SSx
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS
x
SS
x
SS
x
SSx SSx
SSx SSx
SS
x
SD
x
SD
x
36" R C
P
" R
CP
15" RCP
" R
CP
21" RCP 21" RCP
21" RCP
21" R C
P
8" PVC
8" P
VC
8" D
IP
42" D
IP
42" DIP
8" DIP
4" D
IP
ONLY
6' WOODEN
42" D
IP
FDC
(STAND PIPE)
EX. PUBLIC TRAIL ESMT.
D.B. 23680, PG. 1079
EX. 20' SANITARY SEWER ESMT.
D.B. 3767, PG. 42
EX. 10' SANITARY SEWER ESMT.
D.B. 19998, PG. 1504
EX. 10' SANITARY SEWER ESMT.
D.B. 20750, PG. 302
42" D
IP
42" DIP
42" DIP
8" PVC
18" R C
P 18" R
C P
4" D
IP
8" DIP
8" DIP
21" R C
P
36" R C
P
42" D
IP
X
X
D D
D D
D
S
S
S
S
T T
T
W
C
X
X X
X
SD
x
SD x
SDx
SD
x
SD
x
SDx
SD
x
SDx
SD
x
SSx SSx SSx SSx SSx SSx SSx SSx
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS x
SS
x
SS
x
SS
x
SSx SSx
SSx SSx
SS
x
SD
x
SD
x
36" R C
P
" R
CP
15" RCP
" R
CP
21" RCP 21" RCP
21" RCP
21" R C
P
8" PVC
8" P
VC
8" D
IP
42" D
IP
42" DIP
8" DIP
4" D
IP
ONLY
6' WOODEN
42" D
IP
FDC
(STAND PIPE)
EX. PUBLIC TRAIL ESMT.
D.B. 23680, PG. 1079
EX. 20' SANITARY SEWER ESMT.
D.B. 3767, PG. 42
EX. 10' SANITARY SEWER ESMT.
D.B. 19998, PG. 1504
EX. 10' SANITARY SEWER ESMT.
D.B. 20750, PG. 302
42" D
IP
42" DIP
42" DIP
8" PVC
18" R C
P 18" R
C P
4" D
IP
8" DIP
8" DIP
21" R C
P
36" R C
P
42" D
IP
D D
N 8°46'32"W
84.22'
N55°50'57"E
240.10'
R=1035.24' L=221.00' T=110.92' D=12°13'53"
CB=S87°20'25"W
C=220.58'
D D
30"
15"
SDx
SD
x
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
LOD
LO
D
LODLOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
DLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD LOD
LOD
LOD LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D LOD
LO
D
LO
D
LO
D
LO
D
D D
N 8°46'32"W
84.22'
N55°50'57"E
240.10'
R=1035.24' L=221.00' T=110.92' D=12°13'53"
CB=S87°20'25"W
C=220.58'
D D
30"
15"
SDx
SD
x
NORTH
TP TP
LOD LOD
SF
D D
D D
D
W
C
X
X X
X
36" R C
P
" R
CP
15" RCP
" R
CP
21" RCP 21" RCP
21" RCP
21" R C
P
8" PVC
8" P
VC
8" DIP
42" D
IP
42" DIP
8" DIP
4" D
IP
AS
PH
. B
RI
DG
E
DE
CK
42" D
IP
FDC
(STAND PIPE)
EX. PUBLIC TRAIL ESMT.
D.B. 23680, PG. 1079
EX. 20' SANITARY SEWER ESMT.
D.B. 3767, PG. 42
EX. 10' SANITARY SEWER ESMT.
D.B. 19998, PG. 1504
EX. 10' SANITARY SEWER ESMT.
D.B. 20750, PG. 302
42" D
IP
42" DIP
42" DIP
8" PVC
18" R C
P 18" R
C P
4" D
IP
8" DIP
8" DIP
21" R C
P
36" R C
P
42" D
IP
N 8°46'32"W
84.22'
N55°50'57"E
240.10'
R=1035.24' L=221.00' T=110.92' D=12°13'53"
CB=S87°20'25"W
C=220.58'
D D
30"
15"
SDx
SD
x
18" R C
P
8" PVC
D
15" RCP
TP
TP
TP
TP
TP
TP
TP
TP
TP
TP
LOD
LO
D
LODLOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LOD
LO
D
LOD
LOD LOD
LO
D
LO
D
LO
D
LO
D
LO
D
LODLOD
LOD
LOD
LO
D
LO
D
LOD
LOD
LOD
LOD
LOD
LO
DLOD
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
LOD LOD
LOD LOD
LOD
LOD LOD
LOD
LO
D
LOD
LOD
LOD
LO
D
LO
D LOD
LO
D
LO
D
LO
D
LO
D
D D
D D
D
W
C
X
X X
X
SD
x
SD x
SDx
SD
x
SD
x
SDx
SD
x
SDx
SD
x
SD
x
SD
x
36" R C
P
" R
CP
15" RCP
" R
CP
21" RCP 21" RCP
21" RCP
21" R C
P
8" PVC
8" P
VC
8" DIP
42" D
IP
42" DIP
8" DIP
4" D
IP
42" D
IP
FDC
(STAND PIPE)
EX. PUBLIC TRAIL ESMT.
D.B. 23680, PG. 1079
EX. 20' SANITARY SEWER ESMT.
D.B. 3767, PG. 42
EX. 10' SANITARY SEWER ESMT.
D.B. 19998, PG. 1504
EX. 10' SANITARY SEWER ESMT.
D.B. 20750, PG. 302
42" D
IP
42" DIP
42" DIP
8" PVC
18" R C
P 18" R
C P
4" D
IP
8" DIP
8" DIP
21" R C
P
36" R C
P
42" D
IP
N 8°46'32"W
84.22'
N55°50'57"E
240.10'
R=1035.24' L=221.00' T=110.92' D=12°13'53"
CB=S87°20'25"W
C=220.58'
D D
30"
15"
SDx
SD
x
SD
x
SD
x
SD
x
18" R C
P
8" PVC
DSDx
15" RCP
D D
D D
D
X
SD
x
36" R C
P
" R
CP
15" RCP
18" R C
P
" R
CP
21" RCP 21" RCP
21" RCP
21" R C
P
8" PVC
8" PVC
8" P
VC
8" D
IP
42" D
IP
42" DIP
8" D
IP
8" DIP
4" D
IP
18" RCP INV. OUT = 376.84 (TO #5)
42" DIP
42" D
IP
8" D
IP
D
15" RCP
42" D
IP
42" DIP
42" DIP
8" PVC
18" R C
P 18" R
C P
4" D
IP
8" DIP
8" DIP
21" R C
P
36" R C
P
42" D
IP
D D
30"
15"
ONLY
LANE
CENTER
BIKE LANE
ENDS RIGHT TURN LANE
BEGIN
YIELD TO BIKES
BEGIN TURNRIGHT
MUST
LANERIGHT
STOP MAY USE
FULL LANE
LANE
ENDSEXCEPT
BICYCLES
CROSS TRAFFIC
DOES NOT STOP
N O
W
C
X
X X
X
ONLY
EX. PUBLIC TRAIL ESMT.
D.B. 23680, PG. 1079
EX. 20' SANITARY SEWER ESMT.
D.B. 3767, PG. 42
EX. 10' SANITARY SEWER ESMT.
D.B. 19998, PG. 1504
EX. 10' SANITARY SEWER ESMT.
D.B. 20750, PG. 302
C
N
LY
ISD1 LEFT TURN MOVEMENT
339'
ISD2 LEFT TURN MOVEMENT
364 296'
N O
ISD2 RIGHT TURN MOVEMENT
308'
C
O N
LY
ISD1 RIGHT TURN MOVEMENT
283'
N O
D
D
X
X X
X
D D
30"
15"
SDx
SD
x
D D
D
D
C
X
X X
X
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D D
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D
D
C
X
X X
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D D
30"
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x
D D
D
D
C
X
X X
X
D D
30"
15"
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D
D
X
X X
X
D D
30"
15"
SDx
SD
x
D D
D
C
X
X X
X
X
ONLY
D D
30"
15"
SDx
SD
D
D
X
X X
X
D D
30"
15"
SDx
SD
x
D D
D D
D
C
X
X X
X
X
D D
30"
15"
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SD
| Sheets and Views |
| 1 TITLE SHEET |
| 1A LOCATION MAP |
| 1B INDEX OF SHEETS |
| 1C(1) GENERAL NOTES |
| 1C(2) GENERAL NOTES |
| 1D(1) CONSTRUCTION ALIGNMENT DATA |
| 1D(2) CONSTRUCTION ALIGNMENT DATA |
| 1D(3) CONSTRUCTION ALIGNMENT DATA |
| 1D(4) CONSTRUCTION ALIGNMENT DATA |
| 1E(1) TRAFFIC MANAGEMENT PLAN |
| 1E(2) TEMPORARY TRAFFIC CONTROL DETAILS |
| 1E(3) TEMPORARY TRAFFIC CONTROL DETAILS |
| 2A TYPICAL SECTIONS |
| 2B(1) GRADING DETAILS |
| 2B(2) GRADING DETAILS |
| 2C EXISTING CONDITIONS AND DEMOLITION PLAN |
| 3 ROADWAY PLAN |
| 3A EROSION AND SEDIMENT CONTROL PLAN PHASE 1 |
| 3B EROSION AND SEDIMENT CONTROL PLAN PHASE 2 |
| 4A EXISTING DRAINAGE AREAS |
| 4B PROPOSED DRAINAGE AREAS |
| 4C OUTFALL MAP AND NARRATIVE |
| 4D(1) DRAINAGE CALCULATIONS |
| 4D(2) DRAINAGE CALCULATIONS |
| 4D(3) DRAINAGE CALCULATIONS |
| 5(1) SIGNING AND MARKING DETAILS |
| 5(2) SIGNING AND MARKING PLAN |
| 5(3) SIGNING AND MARKING PLAN |
| 5(4) SIGNING AND MARKING PLAN |
| 5(5) SIGNING AND MARKING PLAN |
| 5(6) SIGNING AND MARKING PLAN |
| 6(1) SIGHT DISTANCE EXHIBITS |
| 6(2) SIGHT DISTANCE EXHIBITS |
| 7(1) AUTOTURNS |
| 7(2) AUTOTURNS |
| 7(3) AUTOTURNS |
| 7(4) AUTOTURNS |
File details come from the government source that posted it. Updated .