1197177_Attachment 1 - GRTC TempTransfer Center - Final Plans - 2022-02-01.pdf
PDF 18 MB Posted
- Solicitation number
- 3239
- Issued by
- Richmond County, Roanoke City, Virginia
About this file
This document is the Final Plans for the GRTC Temporary Transfer Center project, provided by the Greater Richmond Transit Company (GRTC). The plans detail the construction of a temporary bus transfer facility to be located in Richmond, Virginia. The project includes the installation of modular structures, bus canopies, lighting, and other site improvements to create a functional temporary bus transfer hub. The plans provide detailed specifications and drawings for the proposed facility layout and design. No specific quantities, response dates, or award information is included in this document.
The plans do not contain details on pricing, set-asides, incumbents, funding sources, or other contractual terms. This appears to be a design document intended to provide the technical specifications for the construction of the temporary bus transfer center, rather than a solicitation or contract document.
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Kimley-Horn and Associates, Inc.
Richmond, Virginia
CIVIL ENGINEER
P R
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C O M M
ON
WE
ALTH OF V IR
G
IN
IA
P R O F
ESSI ONA L EN
GI
N E E R
JONATHAN H.
OLIVER
Lic. No. 052976
OWNER:
GRTC TRANSIT SYSTEM
301 EAST BELT BOULEVARD
RICHMOND, VA 23224
PROJECT MANAGER - McGREGOR SHEPPARD
CONTACT # 804-474-9921
ENGINEER:
INDEX OF SHEETS
1 TITLE SHEET, LOCATION MAP, AND INDEX OF SHEETS
1A SURVEY CONTROL DATA
1B(1) TRAFFIC MANAGEMENT PLAN
1B(2) MAINTENANCE OF TRAFFIC PLAN & DETAILS
1C DRAINAGE AREA MAP
2 GENERAL NOTES
2A PAVEMENT & SIDEWALK DETAILS
2B SITE DETAILS
2C(1) EROSION & SEDIMENT CONTROL NARRATIVE
2C(2) EROSION & SEDIMENT CONTROL DETAILS
3 PLAN SHEET
3A PAVEMENT PATCHING PLAN
3B EROSION & SEDIMENT CONTROL PLAN
3C(1) ENTRANCE PROFILES
3C(2) ENTRANCE PROFILES
4 GRADING PLAN
4A GRADING DETAILS
4B GRADING DETAILS
5(1) DRAINAGE DESCRIPTIONS & PROFILES
5(2) DRAINAGE DESIGN COMPUTATIONS
6(1) LIGHTING & ELECTRICAL PLANS - GENERAL NOTES
6(2) LIGHTING & ELETRICAL PLAN - SUMMARY OF QUANTITIES
6(3) LIGHTING & ELETRICAL PLAN - DETAILS
6(4) LIGHTING & PHOTOMETRIC PLAN
6(5) ELECTRICAL PLAN
7(1) SIGNING AND MARKING - INDEX NOTES & LEGEND
7(2) SIGNING SCHEDULE
7(3) SIGNING AND MARKING PLAN
GRTC TRANSIT SYSTEM
VICINITY MAP
PROJECT SITE
RICHMOND, VIRGINIA
FINAL PLANS
FEBRUARY 1, 2022
TEMPORARY TRANSFER CENTER
IMPROVEMENTS
TI
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E S
H E
E T, L O
C A
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N M
A P
A
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IN
D
E X
O F
S H
E E
TS
KIMLEY-HORN AND ASSOCIATES, INC.
1700 WILLOW LAWN DRIVE, SUITE 200, RICHMOND, VA 23230
PHONE: (804) 673-3882
STORM DRAINAGE QUANTITIES
STORM PIPE QUANTITY
12" RCP
15" RCP 25 LF
273 LF
STORM STRUCTURE QUANTITY
VDOT STD. MH-1 7.7 LF
VDOT STD. DI-3B 1 EA
VDOT STD. DI-3C 3 EA
VDOT STD. DI-3C PRECAST TOP 2 EA
TRAP BASIN 1 EA
EROSION AND SEDIMENT CONTROL
QUANTITIES
INLET PROTECTION, TY. A 2 EA
TREE PROTECTION 3 EA
LIMITS OF DISTURBANCE 0.14 AC.
INLET PROTECTION, TY. B 7 EA
REQUIRED PERMITS
WORK IN STREET PERMIT
STORM DRAINAGE PERMIT
LAND DISTURBANCE PERMIT
#1858
#1958
15"
WILLOW
OAK
15"
WILLOW
OAK
18" WILLOW
OAK21" WILLOW OAK
24" WILLOW
OAK
" W
IL
LO
W O
A K
15"
WILLOW
OAK
15"
WILLOW
OAK
15"
WILLOW
OAK
18"
WILLOW
OAK
15"
WILLOW
OAK
20"
WILLOW
OAK
20"
WILLOW
OAK
20"
WILLOW
OAK
21" WILLOW OAK
N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
C
LA
Y
ST
R
EE
T
(7 2'
R O
W
E.
L
EI
G
H S
TR
EE
T (1
' R
O W
15" WILLOW OAK
GATES
AND
GATE
ACCESS
PADS
GATE AND GATE
ACCESS PAD
163.68' 163.33' 163.11'
162.79' 162.67' 162.58' 162.76' 162.77' 162.73' 162.69' 162.74'
162.53'162.83'162.92'163.05'163.14' 163.07'163.06'163.24'163.25'163.42'164.22'
163.56' 163.05' 163.11' 163.13' 163.21' 163.17' 163.15' 163.10' 162.97' 162.75' 162.52'
162.12'162.47'162.67'162.75'162.73'162.56'162.63'163.32'
163.74'
H&B #7 H&B #8 H&B #9 H&B #11
H&B #12
H&B #1
H&B #2 H&B #3H&B #4
H&B #5
H&B #6
A.D.
#1762
#1751
#1717
#1708
#1229
(B)
(A)
(C)
(B)
(A) (C)
A.D.
A.D.A.D. (A)
(B)
A.D.A.D.
#1883
#1212 16
162.99'
162.98'
162.96'
163.03'
163.02' 163.01'
PROPERTY LINE PER
GIS AND TAX CARD
B
A
BOLLARD TYPICAL
EXISTING R/W
EXISTING R/W
E X
IS
TI
N G
R /W
E X
IS
TI
N G
R /W
20"
WILLOW
OAK
H&B #10
24"
WILLOW
OAK
PARKING
PAY
STATIONS
METAL
RAIL
METAL
RAIL
SURVEY CONTROL TABLE
A
CITY OF RICHMOND DEPT
OF PUBLIC WORKS
PARCEL ID: N0000009002
800 E CLAY ST, RICHMOND VA
DRAWING #0-22259
B
CITY OF RICHMOND DEPT
OF PUBLIC WORKS
PARCEL ID: N0000009001
808 E CLAY ST, RICHMOND VA
PER GIS AND TAX CARD
STORM SEWER TABLE
GRATE INLET #1858
RIM = 161.53
INV=156.04' (12" CONC TO A.D.)
DROP INLET MANHOLE #1751
RIM = 163.59'
INV. OUT = 160.07' (12" CONC TO #1708)
GRATE INLET #1717
RIM = 161.37'
INV. OUT = 158.85' (12" CONC TO #1708)
DROP INLET MANHOLE #1708
RIM = 163.21'
INV. IN = 157.57' (12" CONC FROM #1717)
INV. IN = 158.52' (12" CONC FROM #1751)
INV. OUT = 154.83' (12" CONC TO SANITARY MH #1762)
BOTTOM OF STRUCTURE = 151.46'
*THIS STRUCTURE IS A TRAP INLET, INVERT OUT IS
BASED ON PLUG ELEVATION*
GRATE INLET #1883
RIM = 161.89'
INV. OUT = 156.39' (12" CONC TO SANITARY MH #1958)
BOTTOM OF STRUCTURE = 154.13'
*THIS STRUCTURE IS A TRAP INLET, INVERT OUT IS
BASED ON PLUG ELEVATION*
DROP INLET MANHOLE #1212
RIM = 161.51'
INV. OUT = 158.33' (12" CONC TO SANITARY MH #1229)
BOTTOM OF STRUCTURE = 155.05'
*THIS STRUCTURE IS A TRAP INLET, INVERT OUT IS
BASED ON PLUG ELEVATION*
SANITARY SEWER TABLE
SANITARY MANHOLE #1229
RIM = 161.29'
INV. (A) IN = 155.55' (12" PCV FROM A.D.)
INV. (B) IN = 154.54' (12" IRON FROM A.D.)
INV. (C) IN = 158.01' (12" PVC FROM STORM MH #1212)
INV. OUT = 154.32' (12" PVC TO A.D)
SANITARY MANHOLE #1762
RIM = 163.06'
INV. (A) IN = 152.80' (12" CONC FROM STORM MH #1708)
INV. (B) IN = 139.21' (30" CONC FROM #1958)
INV. (C) IN = 153.08' (12" CONC FROM A.D.)
INV. OUT = 139.20' (30" CONC TO A.D.)
SANITARY MANHOLE #1958
RIM = 168.87
INV. (A) IN = 140.64' (30" CONC FROM A.D.)
INV. (B) IN = 154.09' (12" CONC FROM STORM MH #1883)
INV. OUT = 140.03' (30" CONC TO #1762)
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LEGEND
These standard symbols will be found in the drawing.
Symbol Description
DASHED WHITE LINE
SOLID WHITE LINE
EDGE OF PAVEMENT
HANDRAIL
STORM PIPE
SANITARY PIPE
FLOW LINE
BACK OF CURB
PROPERTY
MAJOR CONTOUR
MINOR CONTOUR
UNDERGROUND ELECTRIC PAINT
UNDERGROUND FIBER OPTIC PAINT
UNDERGROUND GAS PAINT
UNDERGROUND UNKNOWN PAINT
UNDERGROUND TELEPHONE PAINT
UNDERGROUND TRAFFIC CONRTOL PAINT
UNDERGROUND WATER PAINT
ELECRIC HAND HOLE
DRAIN INLET MANHOLE
TRAFFIC HANDHOLE
GRATE INLET
STORM MANHOLE
SIGN
SIGNAL BOX
SEWER MANHOLE
TELEPHONE PEDISTAL
CABLE HANDHOLE
LIGHT POLE
TRAFFIC SIGNAL ARM
WATER VALVE
WATER METER
HYDRANT
PARKING METER
ELECTRIC MANHOLE
TELEPHONE MANHOLE
ELECTRICAL BOX
BOLLARD
SURVEY CONTROL POINT
CONCRETE
SIDEWALK
GAS LINE (APPROXIMATE)*
CIVIL ENGINEER
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TR
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M E
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FLY #1686
N=3723216.41 E=11792636.43 Z=162.35
FLY
161.8161.5
168.9
169.1 #1858
#1958
15"
WILLOW
OAK
15"
WILLOW
OAK
18" WILLOW
OAK21" WILLOW OAK
24" WILLOW
OAK
" W
IL
LO
W O
A K
15"
WILLOW
OAK
15"
WILLOW
OAK
15"
WILLOW
OAK
18"
WILLOW
OAK
15"
WILLOW
OAK
20"
WILLOW
OAK
20"
WILLOW
OAK
20"
WILLOW
OAK
21" WILLOW OAK
N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
C
LA
Y
ST
R
EE
T
(7 2'
R O
W
E.
L
EI
G
H S
TR
EE
T (1
' R
O W
15" WILLOW OAK
A.D.
#1762
#1751
#1717
#1708
#1229
(B)
(A)
(C)
(B)
(A) (C)
A.D.
A.D.A.D.
(A)
(B)
A.D.A.D.
A .D
#1883
#1212
20"
WILLOW
OAK
24"
WILLOW
OAK
SIDEW
ALK CLOSED
CROSS HERE
SI
DE
W
AL
K
CL
OS
ED
CR
OS
S
HE
RE
SIDEW
ALK CLOSED
AHEAD
CROSS HERE
SIDEWALK CLOSED
AHEAD
CROSS HERE
RO
AD
CLO
SED
SIDEWALK
CLOSED
SIDEW
ALK
CLOSED
SIDEW
ALK
CLOSED
SI
DE
W
AL
K
CL
OS
ED
ROAD
CLOSED
Kimley-Horn and Associates, Inc.
Richmond, Virginia
CIVIL ENGINEER
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M A
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P
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S
MON(F) ARROW
NAIL(F)
#1958
N. 8TH STREET
(72' ROW)
E.
C
LA
Y
ST
R
EE
T
(7 2'
R O
W
E.
L
EI
G
H S
TR
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T (1
' R
O W
A.D.
#1751
#1717
#1708
#1229
(B)
(A)
(C)
(B)
(A) (C)
A.D.
A.D.A.D.
(A)
(B)
A.D.A.D.
#1883
#1212
#1858
MON(F) ARROW
NAIL(F)
#1958
N. 8TH STREET
(72' ROW)
E.
C
LA
Y
ST
R
EE
T
(7 2'
R O
W
E.
L
EI
G
H S
TR
EE
T (1
' R
O W
A.D.
#1751
#1717
#1708
#1229
(B)
(A)
(C)
(B)
(A) (C)
A.D.
A.D.A.D.
(A)
(B)
A.D.A.D.
#1883
#1212
Kimley-Horn and Associates, Inc.
Richmond, Virginia
CIVIL ENGINEER
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Richmond, Virginia Kimley-Horn and Associates, Inc.
CIVIL ENGINEER
Richmond, Virginia
SCHNABEL ENGINEERING
GEOTECHNICAL ENGINEER
CIVIL ENGINEER
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Richmond, Virginia Kimley-Horn and Associates, Inc.
CIVIL ENGINEER
1 BLACK ALUMINUM DECORATIVE FENCH
N/A
2 SHELTER SPACING
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GRAVEL CURB INLET SEDIMENT FILTER
BLOCK AND GRAVEL DROP INLET
SEDIMENT FILTERTREE PROTECTION
MON(F) ARROW
NAIL(F)
15"
WILLOW
OAK
15"
WILLOW
OAK
18" WILLOW
OAK21" WILLOW OAK
24" WILLOW
OAK
" W
IL
LO
W O
A K
15"
WILLOW
OAK
15"
WILLOW
OAK
15"
WILLOW
OAK
18"
WILLOW
OAK
15"
WILLOW
OAK
20"
WILLOW
OAK
20"
WILLOW
OAK
20"
WILLOW
OAK
21" WILLOW OAK
N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
C
LA
Y
ST
R
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T
(7 2'
R O
W
E.
L
EI
G
H S
TR
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T (1
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15" WILLOW OAK
A.D.
#1751
#1717
#1708
(C)
(A)(B)
#1883
#1212
B
A
20"
WILLOW
OAK
24"
WILLOW
OAK
A
CITY OF RICHMOND DEPT
OF PUBLIC WORKS
PARCEL ID: N0000009002
800 E CLAY ST, RICHMOND VA
DRAWING #0-22259
B
CITY OF RICHMOND DEPT
OF PUBLIC WORKS
PARCEL ID: N0000009001
808 E CLAY ST, RICHMOND VA
PER GIS AND TAX CARD
Kimley-Horn and Associates, Inc.
Richmond, Virginia
CIVIL ENGINEER
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H E
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MON(F) ARROW
NAIL(F)
N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
C
LA
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ST
R
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(7 2'
R O
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L
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A.D.
#1751
#1717
#1708
(C)
(A)(B)
#1883
#1212
Kimley-Horn and Associates, Inc.
Richmond, Virginia
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P A
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MON(F) ARROW
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15"
WILLOW
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15"
WILLOW
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18" WILLOW
OAK21" WILLOW OAK
24" WILLOW
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" W
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15"
WILLOW
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15"
WILLOW
OAK
15"
WILLOW
OAK
18"
WILLOW
OAK
15"
WILLOW
OAK
20"
WILLOW
OAK
20"
WILLOW
OAK
20"
WILLOW
OAK
21" WILLOW OAK
N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
C
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ST
R
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(7 2'
R O
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E.
L
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H S
TR
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T (1
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15" WILLOW OAK
A.D.
#1751
#1717
#1708
(C)
(A)(B)
#1883
#1212 16
20"
WILLOW
OAK
24"
WILLOW
OAK
Kimley-Horn and Associates, Inc.
Richmond, Virginia
CIVIL ENGINEER
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EROSION AND SEDIMENT CONTROL
QUANTITIES
INLET PROTECTION, TY. A 2 EA
TREE PROTECTION 3 EA
LIMITS OF DISTURBANCE 0.14 AC.
INLET PROTECTION, TY. B 7 EA
CIVIL ENGINEER
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#1958
N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
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#1762
#1229
(B)
(A)
(B)
(C)
A.D.
A.D.A.D.
(A)
A.D.A.D.
A .D
#1958
N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
C
LA
Y
ST
R
EE
T
(7 2'
R O
W
E.
L
EI
G
H S
TR
EE
T (1
' R
O W
#1762
#1229
(B)
(A)
(B)
(C)
A.D.
A.D.A.D.
(A)
A.D.A.D.
A .D
Kimley-Horn and Associates, Inc.
Richmond, Virginia
CIVIL ENGINEER
P R
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F O
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TC
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P O
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FE
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C O M M
ON
WE
ALTH OF V IR
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IN
IA
P R O F
ESSI ONA L E
NG
I N
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G R
A D
IN
G
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N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
C
LA
Y
ST
R
EE
T
(7 2'
R O
W
E.
L
EI
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H S
TR
EE
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24" WILLOW
Kimley-Horn and Associates, Inc.
Richmond, Virginia
CIVIL ENGINEER
P R
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P O
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WE
ALTH OF V IR
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P R O F
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4A
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CIVIL ENGINEER
P R
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WE
ALTH OF V IR
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P R O F
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P R O F
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Kimley-Horn & Associates, Inc.
CIVIL ENGINEER
E P
A R
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F O
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P O
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T R
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WE
ALTH OF V IR
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P R O F
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5(2)
D R
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Kimley-Horn & Associates, Inc.
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ELECTRICAL ENGINEER
Richmond, Virginia
Kimley-Horn and Associates, Inc.
Timothy Todd Parker Lic. No. 62409
02/01/22
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ELECTRICAL ENGINEER
Richmond, Virginia
Kimley-Horn and Associates, Inc.
Timothy Todd Parker
E P
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F O
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G R
TC
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P O
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T R
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SCALE: NTS
MODIFIED UNDERGROUND INSTALLATION DETAIL FOR LIGHTING CONDUIT1
6(3)
ELECTRICAL ENGINEER
Richmond, Virginia
Kimley-Horn and Associates, Inc.
Timothy Todd Parker
NAIL(F)
#1958
A.D.
#1762
#1751
#1717
#1708
#1229
(B)
(A)
(C)
(B)
(A) (C)
A.D.
A.D.A.D.
(A)
(B)
A.D.A.D.
A .D
#1883
#1212
0.9 0.9
0.8
1.1 1.1
1.0 1.0
0.9
1.4 1.4
1.4 1.3
1.2 1.2
1.1
1.6 1.7
1.8 1.8
1.6 1.5
1.3 1.2
1.1
1.8 2.0
2.0 2.1
2.1 2.0
1.8 1.0
1.4 1.3
1.2
1.8 2.0
2.2 2.3
2.3 2.3
2.3 2.2
1.3 1.8
1.6 1.5
1.3 1.2
1.8 2.0
2.2 2.4
2.5 2.5
2.5 2.4
2.4 2.3
2.1 1.8
1.7 1.5
1.4
1.9 2.0
2.2 2.4
2.7 2.7
2.7 1.8
2.6 2.5
2.5 2.3
2.1 1.9
1.7 1.5
1.4
1.7 1.9
2.1 2.2
2.3 2.6
2.8 2.9
2.6 2.8
2.7 2.7
2.7 2.5
2.2 2.0
1.9 1.7
1.6 1.4
1.7 2.0
2.2 2.4
2.5 2.5
2.7 2.8
2.6 3.0
3.0 3.0
2.9 2.8
2.6 2.4
2.2 2.1
1.9 1.8
1.6 1.4
1.7 2.0
2.2 2.4
2.6 2.7
2.7 2.2
2.9 3.1
3.2 3.2
3.1 3.1
2.9 2.7
2.6 2.4
2.3 2.1
2.0 1.8
1.6
1.3 1.5
1.9 2.0
2.3 2.5
2.7 2.8
2.1 2.9
2.9 3.1
3.2 3.2
3.2 3.1
3.0 2.9
2.8 2.7
2.6 2.4
2.2 2.0
1.8 1.6
1.1 1.3
1.6 2.0
2.2 2.3
2.5 2.5
2.9 3.0
3.0 3.0
3.1 3.2
3.2 3.2
3.2 3.2
3.2 3.1
3.1 2.9
2.8 2.6
2.3 2.0
1.3 1.6
0.9 1.1
1.3 1.7
2.0 2.2
2.4 2.6
2.7 2.9
3.1 3.1
3.1 3.1
3.2 3.3
3.3 3.3
3.4 3.4
3.4 3.3
3.2 3.0
2.9 2.6
2.3 2.1
1.9 1.7
1.1 1.3
1.6 2.0
2.2 2.4
2.5 2.7
2.9 3.1
3.1 3.2
3.2 3.3
3.3 3.4
3.5 3.6
3.7 3.6
3.5 3.4
3.2 2.3
2.9 2.7
2.3 2.1
1.8
1.1 1.2
1.5 1.1
2.1 2.4
2.5 2.7
2.9 3.1
3.1 3.1
3.2 3.3
3.5 3.6
3.6 3.7
3.9 3.8
3.7 3.4
3.3 3.3
3.2 2.9
2.6 2.3
2.0 1.8
1.2 1.4
1.7 2.0
2.3 2.5
2.7 2.8
2.9 3.0
3.1 3.3
3.4 3.6
3.7 3.8
3.9 4.0
4.0 3.6
3.9 3.7
3.6 3.4
3.1 2.8
2.5 2.2
2.0 1.8
1.3 1.5
1.8 2.1
2.3 2.5
2.6 2.8
2.9 3.1
3.4 3.6
3.8 3.9
4.0 4.0
4.1 3.7
4.1 4.1
3.9 3.7
3.6 3.3
3.0 2.7
2.5 2.2
1.9 1.7
1.4 1.6
1.9 2.1
2.3 2.5
2.7 2.9
3.2 3.4
3.7 4.0
4.1 4.2
4.1 3.0
4.3 4.3
4.3 4.1
3.9 3.8
3.6 3.3
3.0 2.8
2.5 2.1
1.4
1.3 1.5
1.7 1.9
2.1 2.3
2.6 2.9
3.2 3.5
3.7 4.0
4.2 4.2
3.8 4.3
4.3 4.3
4.3 4.2
4.1 3.9
3.7 3.5
3.3 3.1
2.7 1.8
2.0 1.8
1.4 1.6
1.8 2.0
2.2 2.5
2.9 3.2
3.5 3.7
4.0 3.8
4.3 4.4
4.4 4.3
4.2 4.2
4.2 4.2
4.0 3.8
3.6 3.4
3.2 2.9
2.6 2.3
2.0 1.7
1.5 1.7
1.9 2.1
2.4 2.7
3.1 3.4
3.6 3.7
4.1 4.3
4.5 4.5
4.3 4.2
4.2 4.3
4.3 4.2
3.7 3.8
3.6 3.4
3.1 2.8
2.4 2.1
1.8 1.6
1.3 1.5
1.7 2.0
2.3 2.6
3.0 3.3
3.5 3.8
4.1 4.3
4.6 4.5
4.4 4.3
4.2 4.2
4.3 4.3
4.1 3.9
3.7 3.5
3.3 3.0
2.6 2.2
2.0 1.7
1.4 1.6
1.9 2.1
2.4 2.8
3.2 3.5
3.8 4.1
4.3 4.5
4.5 4.5
4.4 4.3
3.7 4.3
4.3 3.3
4.0 3.8
3.6 3.4
3.1 2.7
2.4 2.1
1.8 1.6
1.5 1.7
1.9 1.7
2.6 3.0
3.3 3.7
4.1 4.2
4.3 4.4
4.4 4.4
4.3 4.3
4.3 3.5
4.2 4.1
3.9 3.6
3.4 3.1
2.8 2.5
2.2 2.0
1.7 1.5
1.6 1.4
2.1 2.4
2.7 3.1
3.5 3.8
4.0 4.1
4.2 4.3
4.4 4.3
4.2 4.1
4.2 4.1
4.1 3.9
3.6 3.4
3.2 2.9
2.7 2.5
2.2 1.8
1.5
1.4 1.7
1.9 2.2
2.5 2.8
3.3 3.5
3.7 3.9
4.1 4.1
4.2 4.2
4.1 4.0
4.0 3.9
3.9 3.7
3.6 3.4
3.2 3.1
2.9 2.7
2.3 2.0
1.1 1.3
1.5 1.8
2.0 2.3
2.6 3.0
3.3 3.5
3.7 3.8
3.9 3.7
4.1 4.0
3.9 3.8
3.8 3.7
3.6 3.5
3.5 3.3
3.2 2.9
2.7 2.4
1.3 1.7
1.4 1.2
1.6 1.9
2.1 2.4
2.7 2.3
3.3 3.4
3.6 3.2
3.8 3.9
3.8 3.7
3.7 3.7
3.6 3.5
3.6 3.5
3.4 3.1
2.9 2.6
2.4 2.1
1.8 1.4
1.2 1.0
1.7 1.9
2.1 2.4
2.7 3.0
3.2 3.4
3.5 3.5
3.6 3.6
3.6 3.6
3.5 3.5
3.5 3.5
3.5 3.3
3.0 2.7
2.6 2.4
2.1 1.8
1.4 1.2
1.0
1.4 1.3
1.9 2.1
2.4 2.7
2.9 3.0
3.1 3.2
3.2 3.4
3.5 3.5
3.5 3.4
3.4 3.4
3.4 2.9
3.0 2.8
2.5 2.3
2.1 1.8
1.4 1.2
1.0 0.8
1.5 1.7
1.9 2.1
2.3 2.5
2.7 2.8
3.0 3.2
3.3 3.5
3.5 3.5
3.4 3.2
3.2 2.7
3.1 2.9
2.7 2.5
2.2 2.0
1.6 1.3
1.1 0.9
1.5 1.7
1.9 2.1
2.3 2.4
2.6 2.9
3.1 3.2
3.3 3.4
3.4 3.3
3.1 2.4
2.9 2.9
2.8 2.6
2.3 2.0
1.8 1.5
1.2 1.0
1.5 1.7
1.9 2.0
2.2 2.5
2.8 3.0
3.0 3.1
3.1 3.2
2.3 3.0
2.8 2.7
2.6 2.5
2.4 2.1
1.8 1.5
1.3
1.3 1.5
1.7 1.8
2.0 2.3
2.6 2.8
2.8 2.9
2.9 2.7
3.0 2.9
2.7 2.4
2.3 2.2
2.0 1.8
1.6 1.4
1.3 1.5
1.7 1.8
2.1 2.4
2.5 2.6
2.6 2.4
2.7 2.7
2.7 2.5
2.2 2.1
1.9 1.8
1.6 1.4
1.3 1.5
1.6 1.8
2.1 2.3
2.4 2.4
2.4 2.5
2.5 2.4
2.2 2.0
1.9 1.7
1.6
1.1 1.3
1.4 1.6
1.1 2.0
2.2 2.2
2.3 2.3
2.2 2.1
1.9 1.8
1.7 1.5
1.1 1.2
0.9 1.5
1.7 1.9
2.0 2.0
2.0 1.9
1.8 1.6
1.5 1.4
1.1 1.2
1.3 1.4
1.5 1.6
1.7 1.6
1.5 1.5
1.4
1.0 1.1
1.2 1.2
1.3 1.3
1.3 1.3
1.2
0.8 0.9
1.0 1.0
1.1 1.1
1.1
0.8 0.8
0.9 0.9
0.9
0.7 0.7
0.7
P R
E P
A R
E D
F O
R
G R
TC
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P O
R A
R Y
T R
A N
S
FE
R C
E N
TE
R
6(4)
LI
G
H
TI
N G
P
H O
TO
M
E
TR
IC
P
LA
N
ELECTRICAL ENGINEER
Richmond, Virginia
Kimley-Horn and Associates, Inc.
Timothy Todd Parker
NAIL(F)
#1958
A.D.
#1762
#1751
#1717
#1708
#1229
(B)
(A)
(C)
(B)
(A) (C)
A.D.
A.D.A.D.
(A)
(B)
A.D.A.D.
A .D
#1883
#1212
P R
E P
A R
E D
F O
R
G R
TC
T
E M
P O
R A
R Y
T R
A N
S
FE
R C
E N
TE
R
6(5)
E
LE
C
TR
IC
A
L P
LA
N
ELECTRICAL ENGINEER
Richmond, Virginia
Kimley-Horn and Associates, Inc.
Timothy Todd Parker Lic. No. 62409
CONDUIT SCHEDULE
CALLOUT NO. CONDUIT SIZE &
AMOUNT TYPE
1 (2)1" FOR ELECTRICAL
(2)1" FOR DATA P
2 (1)1" FOR ELECTRICAL
(1)1" FOR DATA P
3 (2)1" FOR ELECTRICAL
(1)1" FOR DATA P
4 (3)1" FOR ELECTRICAL
(1)1" FOR DATA P
5 (1)1" FOR DATA P
6 (3)1" FOR ELECTRICAL
(3)1" FOR DATA P
(2)1" FOR ELECTRICAL
(3)1" FOR DATA P
* CONDUIT TYPE "P" INDICATES PVC SCHEDULE 40 CONDUIT
INSTALLED BY TRENCHING
ADA PARKING SYMBOL ADA PARKING SIGNAGE
ADA PARKING SIGN POST
CORNER CLEARANCE MARKING DETAIL
Kimley-Horn and Associates, Inc.
Richmond, Virginia
CIVIL ENGINEER
P R
E P
A R
E D
F O
R
G R
TC
T
E M
P O
R A
R Y
T R
A N
S
FE
R C
E N
TE
R
C O M M
ON
WE
ALTH OF V IR
G
IN
IA
P R O F
ESSI ONA L E
NG
I N
E E R
7(1)
S
IG
N
IN
G A
N D
M A
R K
IN
G
IN
D E
X N
O
TE
S
L E
G E
D
E P
A R
E D
F O
R
G R
TC
T
E M
P O
R A
R Y
T R
A N
S
FE
R C
E N
TE
R
C O M M
ON
WE
ALTH OF V IR
G
IN
IA
P R O F
ESSI ONA L E
NG
I N
E E R
7(2)
S
IG
N
IN
G S
C H
E D
U
LE
Richmond, Virginia Kimley-Horn and Associates, Inc.
CIVIL ENGINEER
DO NOT
ENTER
P
DO NOT
ENTER
STOP
Richmond, Virginia Kimley-Horn and Associates, Inc.
NAIL(F)
N. 8TH STREET
(72' ROW)
N. 9TH STREET
(72' ROW)
E.
C
LA
Y
ST
R
EE
T
(7 2'
R O
W
E.
L
EI
G
H S
TR
EE
T (1
' R
O W
P
P
2PA
RK
ING
HR
8 A M
- 6
PM
PA
Y F
RO
M
YO
UR
PH
ON
E
PA
SS
PO
RT
PA
RK
ING
RIC
HM
ON
D C
ITY
CO
UN
CIL
M
EE
TIN
G
PA
RK
ING
IN
LO
T E
W
AY
O N
E
PA
Y A
T
PA
YS
TA
TIO
NP
2PA
RK
ING
HR
8 A M
- 6
PM
HEAD IN
PARKING
ONLY
PAY FROM YOUR
PHONE
PASSPORT PARKING
STOP
HEAD IN
PARKING
ONLY
PRE-PAY AT
PAYSTATION
NOTE YOUR
LICENSE PLATE
NUMBER
PA
Y T
O P
AR
K
PA
Y F
RO
M
YO
UR
PH
ON
E
PA
SS
PO
RT
PA
RK
ING
PA
Y A
T
PA
YS
TA
TIO
N
P
CITY OF
RICHMOND
SHERIFF ONLY
2PARKING
HR
8 AM - 6 PM
AUTHORIZED
VEHICLES
ONLY
TOWING
ENFORCED
P
PAY AT
PAYSTATION
RICHMOND CITY
COUNCIL MEETING
PARKING IN LOT E
PARKING
P
ONLY
HEAD IN
PARKING
ONLY
PRE-PAY AT
PAYSTATION
NOTE YOUR
LICENSE PLATE
NUMBER
HEAD IN
PARKING
ONLY
2PARKING
HR
8 AM - 6 PM
PAY FROM YOUR
PHONE
PASSPORT PARKING
PA
Y T
O P
AR
KPAY TO PARK
PAY FROM YOUR
PHONE
PASSPORT PARKING PA
Y T
O P
AR
KPAY TO PARK D
O
N O
T
E N
TE
R
PAY FROM YOUR
PHONE
PASSPORT PARKING
WAY
ONE
P
P
2PARKING
HR
8 AM - 6 PM
PAY TO PARK
PAY TO PARK
PAY TO PARK
SPEED
LIMIT
PAY TO PARK
P
DO NOT
ENTER
STOP
DO NOT
ENTER
P R
E P
A R
E D
F O
R
G R
TC
T
E M
P O
R A
R Y
T R
A N
S
FE
R C
E N
TE
R
C O M M
ON
WE
ALTH OF V IR
G
IN
IA
P R O F
ESSI ONA L E
NG
I N
E E R
7(3)
S
IG
N
IN
G A
N D
M A
R K
IN
G
P
LA
N
Richmond, Virginia
| Sheets and Views |
| 1 TITLE SHEET, LOCATION MAP, AND INDEX OF SHEETS |
| 1A SURVEY CONTROL DATA |
| 1B(1) TRAFFIC MANAGEMENT PLAN |
| 1B(2) MAINTENANCE OF TRAFFIC PLAN & DETAILS |
| 1C DRAINAGE AREA MAP |
| 2 GENERAL NOTES |
| 2A PAVEMENT & SIDEWALK DETAILS |
| 2B SITE DETAILS |
| 2C(1) EROSION & SEDIMENT CONTROL NARRATIVE |
| 2C(2) EROSION & SEDIMENT CONTROL DETAILS |
| 3 PLAN SHEET |
| 3A PAVEMENT PATCHING PLAN |
| 3B EROSION & SEDIMENT CONTROL PLAN |
| 3C(1) ENTRANCE PROFILES |
| 3C(2) ENTRANCE PROFILES |
| 4 GRADING PLAN |
| 4A GRADING DETAILS |
| 4B GRADING DETAILS |
| 5(1) DRAINAGE DESCRIPTIONS & PROFILES |
| 5(2) DRAINAGE DESIGN COMPUTATIONS |
| 6(1) LIGHTING & ELECTRICAL PLANS - GENERAL NOTES |
| 6(2) LIGHTING & ELETRICAL PLAN - SUMMARY OF QUANTITIES |
| 6(3) LIGHTING & ELETRICAL PLAN - DETAILS |
| 6(4) LIGHTING & PHOTOMETRIC PLAN |
| 6(5) ELECTRICAL PLAN |
| 7(1) SIGNING AND MARKING - INDEX NOTES & LEGEND |
| 7(2) SIGNING SCHEDULE |
| 7(3) SIGNING AND MARKING PLAN |
| 2022-02-02T15:53:11-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:53:22-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:53:32-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:53:41-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:53:50-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:54:01-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:54:15-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:54:22-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:54:28-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:54:59-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:55:07-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:55:14-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:55:21-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:55:34-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:55:42-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:55:50-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:56:03-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:56:10-0500 | |
| Jonathan H Oliver |
| 2022-02-02T15:56:17-0500 | |
| Jonathan H Oliver |
File details come from the government source that posted it. Updated .