JHKerrPaving_Plans.pdf
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- Solicitation number
- W912HN-09-B-0030
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PLANS
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Other files
| File | Type | Posted |
|---|---|---|
| BID ABSTRACT.pdf | ||
| 09-B-0030 P00001 Paving JHK.pdf | ||
| SPECIFICATIONS.pdf |
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Text version
Paving and Grading
P a v in g a n d G r a d in g J o h n H
K e r r D a m a n d R e s e r v o ir
M e c k le n b u r g C o u n ty
V ir g in ia
IF
B N o
W
H N -0
-B -0
IFB No. W912HN-09-B-0030
This project was designed by the Wilmingtion District of the U.S. Army Corps of Engineers
The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
John H. Kerr Dam and Reservoir Mecklenburg County, Virginia
V A
L O
C A T
IO
N
M
P
A
D
IN
E X
O F
R
A W
IN
G S j h k p v g g
D C
R
E F
D
John H. Kerr Dam & Reservoir
Virginia
M
LI
CO
S
O U N D
A T L A N T
IC
C E A N
R O
A N
O K
E
R
IV
E R
N E U S E
R
IV
ER
DURHAM
GREENE
ASHE
ALLEGHANY
CARTERET
C U R R
IT
U C
K
C A
M D E N
P A S
Q U
O T
A N
K
P E R
Q U
IM
A N S
C H
O W
A N
WASHINGTON
DARE
TYRREL
BEAUFORT
PAMLICO
CRAVEN
HANOVER
NEW
ONSLOW
JONES
DUPLIN
PENDER
BRUNSWICK
COLUMBUS
BLADEN
ROBESON
HOKE
SCOTLAND
CUMBERLAND
SAMPSON
MARTIN
WAYNE
PITT
WILSON
JOHNSTON
WAKE
NORTHAMPTON
BERTIE
GATES
HERTFORD
EDGECOMBE
NASH
FRANKLIN
HALIFAX
WARREN
VANCE
G R
A N
V
IL
L E
PERSON
HARNETT
A L
A M
A N
C E
ORANGE
CASWELL
RICHMOND
M O
N T
G O
M E R
Y
ANSON
MOORE
LEE
CHATHAM
RANDOLPH
GUILFORD
ROCKINGHAMSTOKES
FORSYTH
DAVIDSON
STANLY
UNION
CABARRUS
ROWAN
DAVIE
IREDELL
YADKIN
SURRY
WILKES
A L E X
A N
D E R
CATAWBA
LINCOLN
MECKLENBURG
GASTON
CALDWELL
CLEVELAND
WATAUGA
AVERY
M
IT
C H E L L
BURKE
YANCY
MADISON
McDOWELL
HENDERSON
T R
A N S
Y L V
A N
IA
RUTHERFORD
POLK
BUNCOMBE
HAYWOOD
JACKSON
MACON
CLAY
SWAIN
CHEROKEE
GRAHAM
C A P E
F E A R
RIVER
HYDE
Tennessee
Georgia
South Carolina
C H
K
B Y
D E S
IG
N
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
IL
M E
U .S
A R
M Y
E
N G
IN
E
IS
T R
IC
T
C O
R
S
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
G
D E
PLATE
NUMBER
A P P
R O
V
C H
IE
F E
N G
IN
E E
R
A N
C H
X-1
C H
IE
F
D E S
IG
C T
IO
N
P A
V
A D
IN
G
J O
K E
S E
R V
O
IR
M E
C K
L E
N B
U
U N
T Y
V
IR
G
IN
IA
SHEET OF 10
J K
T
SCALE IN MILES
1 � 0 1 2 3 4 5
PROJECT LOCATIONS, VICINITY MAP
PLATE
No.
SHEET
No.
INDEX OF DRAWINGS
TITLE
C
V A
U S
U S
SR 1501
SR 1502
S R
V A
VA 8
U S
US
U S
P
U S
US
BUS
US 58
US
V A
VA 707
VA 615
VA 615
VA 615
US 58
V A
V A
V A
V A
V A
V A
V A
VA 4
V A
FINCHLEY
RUDDS CREEK
BOATRAMP
PARKING
CLARKSVILLE
LONGWOOD
CAMPING
ENTRANCE
LONGWOOD
BOAT RAMP
PARKING
CAMP
AREA C
NORTH BEND PARK
AMPITHEATER
MAINTENANCE
EDUCATION
CENTER
BOYDTON
VIRGINIA
NORTH CAROLINA
DAM
SITE
X-1 1 LOCATION MAP AND INDEX OF DRAWINGS
P-1 2 PAVING NORTH BEND PARK ENVIRONMENTAL EDUCATION CENTER
& TRANSIENT QUARTERS
P-2 3 PAVING NORTH BEND PARK AMPITHEATER & MAINTENANCE AREA
P-3 4 PAVING NORTH BEND PARK CAMP AREA C
P-4 5 PAVING AND GRADING RUDDS CREEK RECREATION AREA BOAT RAMP PARKING
P-5 6 PAVING AND GRADING LONGWOOD PARK CAMPING ENTRANCE
P-6 7 PAVING LONGWOOD PARK BOAT RAMP PARKING
P-7 8 PAVING IVEY HILL DAY USE AREA
T-1 9 PAVEMENT MARKING RUDDS CREEK RECREATION AREA BOAT RAMP PARKING
T-2 10 PAVEMENT MARKING LONGWOOD PARK BOAT RAMP PARKING
IVEY HILL
DAY USE
AREA
JOHN H KERR RESERVOIR
JOHN H KERR RESERVOIR
NOTE:
PAVEMENT WORK WILL BE RESTRICTED TO THE TIME FROM
APRIL 1 THROUGH NOVEMBER 1 AND/OR TO DAYS WHEN THE
TEMPERATURE IS 50^ F OR GREATER.
TRANSIENT
QUARTERS
2’ VARIES 2’
EXISTING PAVEMENT
TACK COAT
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-1
A
AGGREGATE SHOULDER
MATERIAL
P-1
1 TYPICAL SECTION
SEE EDGE
DETAIL
A/P-1 (TYP)
3/P-1
1/P-1
2/P-1
2’ VARIES
EXISTING PAVEMENT
TACK COAT
P-1
2 TYPICAL SECTION
SEE EDGE
DETAIL
A/P-1
CONCRETE CURB
OR WALK
P-1
D C
R
E F
D j h k p v g p
4’X 27’
JOSEPH S.J. TANNER II
ENVIRONMENTAL EDUCATION
CENTER
TACK COAT
SCALE IN FEET
0200 200 300100 100
SCALE: 1" = 100’
N
P A
V
IN
G
N O
R
R K
E N
V
IR
O N
M E
N T
A L
E
D U
C A T
N T E
A N
S
IE
Q U
A R
T E
R S
2’ VARIES 2’
PRIME COAT
P-1
4 TYPICAL SECTION
SEE EDGE
DETAIL
B/P-1 (TYP)
NOTE:
AFTER PAVING WORK, RESTRIPE PAVEMENT
AS CURRENTLY EXISTS
1/P-1
REPAVING
CLEAN & SEAL CRACKS
TACK COAT
2" ASPHALT CONCRETE
SURFACE COURSE
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
REMOVE EXISTING
PAVEMENT
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
REPAIR AREA
4’ X 20’
LEGEND
4/P-1
5/P-1
2’ VARIES 2’
PRIME COAT
P-1
3 TYPICAL SECTION
SEE EDGE
DETAIL
B/P-1 (TYP)
VDOT
AGGREGATE
SHOULDER
MATERIAL
NO. 18
(TYP)
VDOT
AGGREGATE
SHOULDER
MATERIAL
NO. 18
(TYP)
VDOT
AGGREGATE
SHOULDER
MATERIAL
NO. 18
(TYP)
VDOT
AGGREGATE
SHOULDER
MATERIAL
NO. 18
(TYP)
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
2’ VARIES 2’
PRIME COAT
P-1
4 TYPICAL SECTION
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
2’
EXISTING PAVEMENT
TACK COAT
P-1
5 TYPICAL SECTION
PRIME COAT
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
ASPHALT CONCRETE
SURFACE COURSE
2"
2"
ASPHALT CONCRETE
SURFACE COURSE
SM-9.5A (TYP)
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-1
B
AGGREGATE SHOULDER
MATERIAL
PRIME COAT
VDOT ABC
PRIME COAT
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
P-1
P-1
EXISTING
ASPHALT CONC.
(TYP.)
EXISTING AGGREGATE
BASE MATERIAL (TYP.)
TYPICAL REPAIR SECTION
TACK COAT (TYP.)
21’
21’
21’
14’
14’
18’
18’
CLEARING & GRUBBING LIMITS CLEARING & GRUBBING LIMITS
CLEARING & GRUBBING LIMITS
CLEARING & GRUBBING LIMITS CLEARING & GRUBBING LIMITS
CLEARING & GRUBBING LIMITS
TACK COAT
2’
PAVEMENT LIMIT
C
PAVEMENT TRANSITION
DETAIL
EXISTING
PAVEMENT
P-1
ASPHALT
CONCRETE
SURFACE
COURSE (2")
ASPHALT CONCRETE
SURFACE COURSE
SAW CUT
V A
VA 4
J. H. KERR DAM
C/P-1
C/P-1
THE QUANTITIES PRESENTED BELOW ARE ESTIMATED.
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES.
ENVIRONMENTAL EDUCATION CENTER
CLEARING & GRUBBING.................................0.02 AC
REPAIR PAVING........8" VDOT ABM, PRIME, 2" ACSC......12 SY
REPAVING.............TACK, 2" BCSC..................6010 SY
SHOULDER.............VDOT ASM NO. 18.................4.1 TN
PAVEMENT MARKING.....4" WHITE STRIPING..............1080 LF
TRANSIENT QUARTERS
CLEARING & GRUBBING.................................0.15 AC
REPAVING.............TACK, 2" ACSC...................467 SY
PAVEMENT REMOVAL....................................2637 SY
PAVING...............8" VDOT ABM, PRIME, 2" BCSC....2855 SY
SHOULDER.............VDOT ASM.........................39 TN
ACSC = ASPHALT CONCRETE SURFACE COURSE
ABM = AGGREGATE BASE MATERIAL
ASM = AGGREGATE SHOULDER MATERIAL
TACK = TACK COAT
PRIME = PRIME COAT
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SHEET OF
C H
IE
F
D E S
C T
IO
N
P A
V
A D
IN
G
J O
K E
S E
R V
O
IR
M E
C K
L E
N B
U
U N
T Y
V
IR
G
IN
IA
J K
P-2
C
R
E F
D j h k p v g p
P-2
1 TYPICAL SECTION
1/P-2
1/P-2
N
0 100 100 200FT
SCALE: 1’’= 100’
12’X 15’
10’X 25’
4’X 15’
ERIC P. ROGERS
AMPITHEATER
N.T.S.
MAINTENANCE
AREA
MAINTENANCE
AREA
1/P-2 V
A
P A
V
IN
G
N O
R
R K
A M
P
IT
H E
A T
A
IN
T E
N A
N
E A
P-2
3 PAVEMENT MARKING
N.T.S.
2’ VARIES 2’
TACK COAT*
SEE EDGE
DETAIL
A/P-2 (TYP)
VDOT
AGGREGATE
SHOULDER
MATERIAL
NO. 18
(TYP)
REPAVING
CLEAN & SEAL CRACKS
TACK COAT
2" ASPHALT CONCRETE
SURFACE COURSE
REPAIR AREA
4’ X 20’
LEGEND
REPAVING
CLEAN, HERBICIDE WITH
RODEO OR APPROVED
EQUAL AND SEAL CRACKS
TACK COAT
2" ASPHALT CONCRETE
SURFACE COURSE
P-2
2 TYPICAL REPAIR SECTION
AFTER PAVING WORK
RESTRIPE PAVEMENT
AS CURRENTLY EXISTS
AFTER PAVING WORK
RESTRIPE TRAIL CROSSING
AS CURRENTLY EXISTS
AFTER PAVING WORK
RESTRIPE TRAIL CROSSING
AS CURRENTLY EXISTS
ADD DOUBLE YELLOW
LINE, C ROAD, EACH 4" WIDEL
PRIME COAT
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8") ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
EXISTING AGGREGATE
BASE MATERIAL (TYP.) TACK COAT (TYP.)
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-2
A
AGGREGATE SHOULDER
MATERIAL
TACK COAT
ASPHALT CONCRETE
SURFACE COURSE
J O H N
H
K E R R
R E S E R V O I R
EXISTING PAVEMENT*
*USE PRIME COAT ON GRAVEL PORITON NEAR
MAINTENANCE AREA GATE PRIOR TO PAVING.
GRAVEL PORTION NEAR
MAINTENANCE AREA GATE
SEE 1/P-2
TACK COAT
2’
PAVEMENT LIMIT
EXISTING
PAVEMENT
P-2
SAW CUT
C
CLEARING & GRUBBING LIMITS CLEARING & GRUBBING LIMITS
B/P-2
ASPHALT CONCRETE SURFACE
COURSE (2"), TYPE SM-9.5A
EXISTING ASPHALT
CONC. (TYP.)
ASPHALT CONCRETE
SURFACE COURSE
(2")
PAVEMENT TRANSITION
DETAIL
TACK COAT
2’
PAVEMENT LIMIT
EXISTING
PAVEMENT
P-2
SAW CUT
B
ASPHALT CONCRETE
SURFACE COURSE
(2")
PAVEMENT TRANSITION
DETAIL
C/P-2
B/P-2
B/P-2
B/P-2
B/P-2
THE QUANTITIES PRESENTED BELOW ARE ESTIMATED.
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES.
AMPITHEATER AND MAINTENANCE AREA
CLEARING AND GRUBBING...............................0.13 AC
REPAIR PAVING........8" VDOT ABM, PRIME, 2" ACSC......55 SY
SEAL CRACKS.........................................1200 LF
REPAVING.............TACK, 2" ACSC.................14988 SY
PAVING ON GRAVEL.....PRIME, 2" ACSC....................4 SY
SHOULDER.............VDOT ASM.........................67 TN
PAVEMENT MARKING.....4" WHITE STRIPE................1580 LF
PAVEMENT MARKING.....4" YELLOW STRIPE...............1760 LF
ACSC = ASPHALT CONCRETE SURFACE COURSE
ABM = AGGREGATE BASE MATERIAL
ASM = AGGREGATE SHOULDER MATERIAL
TACK = TACK COAT
PRIME = PRIME COAT
C
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SHEET OF
C H
IE
F
D E S
C T
IO
N
P A
V
A D
IN
G
J O
K E
S E
R V
O
IR
M E
C K
L E
N B
U
U N
T Y
V
IR
G
IN
IA
J K
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SHEET OF
C H
IE
F
D E S
C T
IO
N
P A
V
A D
IN
G
J O
K E
S E
R V
O
IR
M E
C K
L E
N B
U
U N
T Y
V
IR
G
IN
IA
J K
P-3
D C
R
E F
D j h k p v g p
N
2’ VARIES
PRIME COAT
P-3
3 TYPICAL SECTION
2’
SEE EDGE
DETAIL
A/P-3 (TYP)
TACK COAT
EXISTING
PAVEMENT
VARIES VARIES
PRIME COAT
SCALE IN FEET
0200 200 300100 100
SCALE: 1" = 100’
4’X 28’
10’X 30’
4’X 28’
3/P-3
2/P-3
4’X 20’
P A
V
IN
G
N O
R
R K
C A
P-3
6 PAVEMENT MARKING
N.T.S.
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-3
A
PRIME COAT
STRIPE FOR 20, 10’X 20’
PARKING SPACES W/4"WHITE
LINES. LEAVE GAPS FOR
CAMPSITE ENTRANCES
STRIPE FOR 20, 10’X 20’
PARKING SPACES W/4"WHITE
LINES
JOHN H.
KERR R
ESERVOIR
2’ VARIES 2’
PRIME COAT
P-3
2 TYPICAL SECTION
SEE EDGE
DETAIL
A/P-3 (TYP)
VDOT
AGGREGATE
SHOULDER
MATERIAL
NO. 18
(TYP)
ASPHALT CONCRETE
SURFACE COURSE (2")
TYPE SM-9.5A
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE #21-A (8")
VDOT AGGREGATE
SHOULDER MATERIAL
VDOT AGGREGATE
BASE MATERIAL
ASPHALT CONCRETE
SURFACE COURSE
ASPHALT CONCRETE
SURFACE COURSE (2")
TYPE SM-9.5A
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP.)
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE #21-A
(8")
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE #21-A
(8")
PRIME COAT
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
P-3
EXISTING
ASPHALT CONC.
(TYP.)
EXISTING AGGREGATE
BASE MATERIAL (TYP.)
TYPICAL REPAIR SECTION
REPAVING
CLEAN & SEAL CRACKS
TACK COAT
2" ASPHALT CONCRETE
SURFACE COURSE
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
REMOVE EXISTING
PAVEMENT
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
REPAIR AREA
4’ X 20’
LEGEND
AFTER PAVING WORK, RESTRIPE
PAVEMENT AS CURRENTLY EXISTS
P-3
4 TYPICAL REPAIR SECTION
PRIME COAT
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
EXISTING AGGREGATE
BASE MATERIAL (TYP.)
TACK COAT (TYP.)
EXISTING
ASPHALT
CONC.
(TYP.)
4/P-3
4/P-3
4/P-3
5/P-3
TACK COAT (TYP.)
TACK COAT
2’
PAVEMENT LIMIT
PAVEMENT TRANSITION
DETAIL
EXISTING
PAVEMENT
P-3
ASPHALT
CONCRETE
SURFACE
COURSE (2")
SAW CUT
B
CLEARING & GRUBBING LIMITS CLEARING & GRUBBING LIMITS
CLEARING & GRUBBING LIMITS CLEARING & GRUBBING LIMITS
PVMT TRANSITION
B/P-3PVMT TRANSITION
B/P-3
THE QUANTITIES PRESENTED BELOW ARE ESTIMATED.
THE CONTRACTOR SHALL VEIFY ALL QUANTITIES.
CAMP AREA C
CLEARING & GRUBBING.................................0.06 AC
REPAIR PAVING........8" VDOT ABM, PRIME, 2" ACSC......68 SY
REPAVING.............TACK, 2" ACSC...................783 SY
PAVEMENT REMOVAL....................................1621 SY
PAVING...............8" VDOT ABM, PRIME, 2" ACSC....2743 SY
SHOULDER.............VDOT ASM.........................16 TN
PAVEMENT MARKING.....4" WHITE STRIPE................1200 LF
ACSC = ASPHALT CONCRETE SURFACE COURSE
ABM = VDOT AGGREGATE BASE MATERIAL
ASM = AGGREGATE SHOULDER MATERIAL
TACK = TACK COAT
PRIME = PRIME COAT
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SHEET OF
C H
IE
F
D E S
C T
IO
N
P A
V
A D
IN
G
J O
K E
S E
R V
O
IR
M E
C K
L E
N B
U
U N
T Y
V
IR
G
IN
IA
J K
D C
R
E F
D
N
0 50 50 100FT
SCALE: 1’’= 50’
25 P-4 j h k p v g p
12’R
VARIES
TYPICAL SECTION
8’
VARIES
PRIME COAT
2 TYPICAL SECTION
4’
PRIME COAT
TYPICAL SECTION
1/P-4
1/P-4
4/P-4
1/P-4
2/P-4
3/P-4
3/P-4
JOHN
H.
KERR
RESERVOI
R
US
US
P A
V
A D
IN
G
R U
D
E
C R
E A T
E A
B O
A T
R
A M
P
P
A R
K
IN
G
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-4
P-4
P-4
P-4
5/P-4
* 0" AT BEGINNING
AND END
PRIME COAT
TYPICAL SECTION
P-4
SEE EDGE
DETAIL
B/P-4
AGGREGATE
SHOULDER
MATERIAL
18" CLASS 1
RIPRAP
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A
CLASS I
RIPRAP
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A (6")
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A (3"*)
EXIST. AGGREGATE
BASE MATERIAL
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
2’ VARIES
PRIME COAT
TYPICAL SECTION
P-4
EXIST. AGGREGATE
BASE MATERIAL
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
CLASS I
RIPRAP
EXIST. AGGREGATE
BASE MATERIAL
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A (3"*)
GEOTEXTILE
GEOTEXTILE
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A (3")
VDOT AGGREGATE
SHOULDER
MATERIAL
NO. 18 (TYP)
CLASS I
RIPRAP
GEOTEXTILE
EXIST. AGGREGATE
BASE MATERIAL
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A (3")
EXIST.
AGGREGATE
BASE
MATERIAL
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
BASE MATERIAL
ASPHALT CONCRETE
SURFACE COURSE
PRIME
COAT
PAVEMENT
LIMIT
1:1
EDGE DETAILA
P-4
AGGREGATE
SHOULDER
MATERIAL
VDOT AGGREGATE
BASE MATERIAL
ASPHALT CONCRETE
SURFACE COURSE
PRIME
COAT
VDOT AGGREGATE
BASE MATERIAL
TYPE I,
SIZE 21-A (8")
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-4
AGGREGATE
SHOULDER
MATERIAL
VDOT AGGREGATE
BASE MATERIAL
ASPHALT CONCRETE
SURFACE COURSE
PRIME
COAT
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
LEGEND
SAWCUT EXISTING
EDGE OF PAVEMENT
SAWCUT EXISTING
EDGE OF PAVEMENT
CLASS I
RIPRAP
BOAT RAMP
6/P-4
NOTES:
1. FOR PAVEMENT MARKING
SEE PLATE T-1.
2. FOR TEMPORARY SILT FENCE
SEE SECTION 01 57 23 OF
THE SPECIFICATIONS.
REMOVE EXISTING
CONCRETE
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
X
X
X X
X X
X
X
X
X
X
X
T,S.F.
X X TEMPORARY SILT FENCE
SEE EDGE
DETAIL
B/P-4
SEE EDGE
DETAIL
A/P-4
SEE EDGE
DETAIL
B/P-4
SEE EDGE
DETAIL
C/P-4
SEE EDGE
DETAIL
C/P-4
SEE EDGE
DETAIL
C/P-4
SEE EDGE
DETAIL
B/P-4
SEE EDGE
DETAIL
B/P-4
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
EXISTING
GRADE
PRIME COAT
B
C
GEOTEXTILE
PRIME COAT
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
EXISTING AGGREGATE
BASE MATERIAL (TYP.)
TACK COAT (TYP.)
EXISTING
ASPHALT
CONC.
(TYP.)
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
P-4
CONCRETE REPLACEMENT
2’ VARIES
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
LIMITS
CLEARING &
GRUBBING
LIMITS
CLEARING &
GRUBBING
VDOT AGGREGATE SHOULDER
MATERIAL NO. 18 (TYP)
LIMITS
CLEARING &
GRUBBING
LIMITS
CLEARING &
GRUBBING
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
VARIES
EXIST.
GRADE
VDOT
AGGREGATE SHOULDER
MATERIAL NO. 18 (TYP)
VDOT
AGGREGATE SHOULDER
MATERIAL NO. 18 (TYP)
THE QUANTITIES PRESENTED BELOW ARE ESTIMATED.
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES.
RUDDS CREEK BOAT RAMP
CLEARING & GRUBBING.................................0.12 AC
TEMPORARY SILT FENCE.................................290 LF
REMOVE 10" THICK CONCRETE.............................59 SY
PAVING...............8" VDOT ABM, PRIME, 2" ACSC......59 SY
SAWCUT EXISTING PAVEMENT.............................130 LF
RIPRAP...............CLASS 1.........................243 TN
PAVING............3-12" VDOT ABM, PRIME, 2" ACSC....3279 SY
SHOULDER.............VDOT ASM........................153 TN
PAVEMENT MARKING.....4" WHITE STRIPE................1570 LF
ACSC = ASPHALT CONCRETE SURFACE COURSE
ABM = AGGREGATE BASE MATERIAL
ASM = AGGREGATE SHOULDER MATERIAL
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SHEET OF
C H
IE
F
D E S
C T
IO
N
P A
V
A D
IN
G
J O
K E
S E
R V
O
IR
M E
C K
L E
N B
U
U N
T Y
V
IR
G
IN
IA
J K
D C
R
E F
D
N
0 50 50 100FT
SCALE: 1’’= 50’
P-5 j h k p v g p
NEW 18’, 18" RCP
3/P-5
2/P-5
1/P-5
1/P-5
U S
2’ VARIES 2’
EXISTING PAVEMENT
TACK COAT
1 TYPICAL SECTION
3 TYPICAL SECTION
EXISTING
PAVEMENT
VARIES VARIES
PRIME COAT
P-5
P-5
2’
TYPICAL SECTION
2’
EXISTING
PAVEMENT
VARIES VARIES
PRIME COAT
P-5
2’
VARIES
WHEN RESTRIPING
EXTEND LANE DIVIDER
NO FURTHER THAN
STOP BAR
PAVEMENT MARKING
N.T.S.
P-5
TACK COAT
SEE EDGE
DETAIL
C/P-5
SEE EDGE
DETAIL
B/P-5
SEE EDGE
DETAIL
A/P-5
SEE EDGE
DETAIL
A/P-5
TACK COAT
30’ R
4H:1V(TYP)
2’ 2’
GEOTEXTILE
REPAVING
CLEAN & SEAL CRACKS
TACK COAT
2" ASPHALT CONCRETE
SURFACE COURSE
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
REPAIR AREA
4’ X 20’
LEGEND
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP)
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP) VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE #21-A
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE #21-A
12" VDOT CLASS A1
RIPRAP WHERE
SHOWN
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP)
AFTER PAVEMENT WORK
RESTRIPE PAVEMENT AS
CURRENTLY EXISTS
20X30 LANDSCAPING W/SIGN
TO BE REMOVED BY OTHERS
5’ X 90’
26’
GATE
SPEED BUMPS
(REMOVE AND
REPLACE AFTER
REPAVING)
GATE (TO BE
REMOVED BY
OTHERS)
P A
V
A D
IN
G
L O
N G
W O
R K
C A
M P
T R
A N
C E
SEE EDGE
DETAIL
A/P-5 (TYP)
SIGN (TO BE
REMOVED BY
OTHERS)
DITCH TO
INVERT
20’R
(TYP.)
20’
(TYP.)
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-5
AGGREGATE
SHOULDER
MATERIAL
VDOT AGGREGATE
BASE MATERIALPRIME
COAT
PAVEMENT
LIMIT
1:1
EDGE DETAILA
TACK COAT
ASPHALT CONCRETE
SURFACE COURSE
4 TYPICAL REPAIR SECTION
PRIME COAT
VDOT AGGREGATE BASE
MATERIAL TYPE I
SIZE 21 (8")
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
EXISTING AGGREGATE
BASE MATERIAL (TYP.)
TACK COAT (TYP.)
EXISTING
ASPHALT
CONC.
(TYP.)
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-5
AGGREGATE
SHOULDER
MATERIAL
VDOT AGGREGATE
BASE MATERIALPRIME
COAT
1:1
EXIST.
GRADE
P-5
B C
P-5
EXIST.
GRADE
2’X ROAD WIDTH
5’X ROAD WIDTH
EXIST.
GRADE
EXISTING 18" RCP
RESET CULVERT TO
OBTAIN A MIN. 12" COVER
REPAIR PAVEMENT
(7.5’ X ROAD WIDTH)
ASPHALT CONCRETE SURFACE COURSE
ASPHALT CONCRETE SURFACE COURSE
AGGREGATE
SHOULDER
MATERIAL
TACK COAT
2’
PAVEMENT LIMIT
PAVEMENT TRANSITION
DETAIL
EXISTING
PAVEMENT
ASPHALT
CONCRETE
SURFACE
COURSE (2")
SAW CUT
D
P-5
CLEARING & GRUBBING LIMITS CLEARING & GRUBBING LIMITS
CLEARING & GRUBBING LIMITS
CLEARING & GRUBBING LIMITS
CLEARING & GRUBBING LIMITS
CLEARING & GRUBBING LIMITS
SEEDING &
MULCHING LIMITS *
* EXCLUDING RIPRAP
D/P-5
12" CLASS
A1 RIPRAP
12" CLASS
A1 RIPRAP
D/P-5
D/P-5
D/P-5
THE QUANTITIES PRESENTED BELOW ARE ESTMATED.
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES.
LONGWOOD PARK CAMPGROUND ENTRANCE
CLEARING & GRUBBING.................................0.17 AC
SEEDING & MULCHING..................................0.09 AC
EARTH WORK CUT.........................................4 CY
EARTH WORK FILL........................................4 CY
SPEED BUMPS..........REMOVE AND REPLACE............... 2 EA
18" RCP RESET.........................................40 LF
18" RCP NEW...........................................18 LF
RIPRAP...............CLASS A1.........................12 TN
PAVEMENT REPAIR......8" VDOT ABM, PRIME, 2" ACSC......94 SY
PAVING...............8" VDOT ABM, PRIME, 2" ACSC.....181 SY
REPAVING.............TACK, 2" ACSC..................1516 SY
SHOULDER.............VDOT ABM.........................12 TN
PAVEMENT MARKING.....4" WHITE STRIPE.................110 LF
PAVEMENT MARKING.....4" YELLOW STRIPE................490 LF
PAVEMENT MARKING....12" WHITE.........................10 LF
ACSC = ASPHALT CONCRETE SURFACE COURSE
ABM = AGGREGATE BASE MATERIAL
ASM = AGGREGATE SHOULDER MATERIAL
A
B C D
E F G H
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D S
Y M
B O
L
F
M E
U .S
A R
M Y
E
N G
IN
E
T R
IC
T
C O
R
E
N G
IN
E E
R S
W
IL
M
IN
G T
O N
N O
R
R O
L
IN
A
D A T E
R E
V
IE
W
D R
A W
D E
PLATE
NUMBER
S Y
M B
O L
D E S
C R
IP
T
IO
N D
A T E
A P P
R O
V E
D
D E S
IG
N
SHEET OF
C H
IE
F
D E S
C T
IO
N
P A
V
A D
IN
G
J O
K E
S E
R V
O
IR
M E
C K
L E
N B
U
U N
T Y
V
IR
G
IN
IA
J K
D C
R
E F
D
N
0 50 50 100FT
SCALE: 1’’= 50’
P-6 j h k p v g p
PRIME COAT
TYPICAL SECTION1
P-6
20’R 20’R
20’R
10’ R
U S
J O H N
H
K E R R
R E S E R V O I R
P A
V
IN
G
L O
N G
W O
R K
B O
A T
R
A M
P
P
A R
K
IN
G
NOTE:
SEE PLATE T-2 FOR
PAVEMENT MARKINGS
SEE EDGE
DETAIL
A/P-6 (TYP)
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
LEGEND
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP)
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP)
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
PRIME COAT
TYPICAL SECTION2
P-6
EXISTING GRADE
SAWCUT EDGE
EXIST. PAVEMENT
2/P-6
1/P-6
EXISTING
OPEN AREA
EXISTING
OPEN AREA
EXIST.
GRADE
SEE EDGE
DETAIL
B/P-6 (TYP)
PAVEMENT
LIMIT
EDGE DETAILA
TACK COAT
P-6
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-6
VDOT AGGREGATE
BASE MATERIAL
ASPHALT CONCRETE
SURFACE COURSE
PRIME
COAT
1:1
EXIST.
GRADE
B
2’ VARIES 2’
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
1:1
ASPHALT
CONCRETE
SURFACE
COURSE
VDOT AGGREGATE
BASE MATERIAL
VDOT AGGREGATE BASE
MATERIAL, TYPE I, SIZE #21-A (8")
VDOT AGGREGATE BASE
MATERIAL, TYPE I, SIZE #21-A (8")
VDOT AGGREGATE
SHOULDER
MATERIAL
VDOT AGGREGATE
SHOULDER
MATERIAL
THE QUANTITIES PRESENTED BELOW ARE ESIMATED.
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES.
LONGWOOD PARK CAMPGROUND ENTRANCE
CLEARING & GRUBBING.................................0.05 AC
SAW CUT EXISTING PAVEMENT.............................60 LF
PAVING..............8" VDOT ABM, PRIME, 2" ACSC.....3058 SY
SHOULDER............VDOT ASM..........................11 TN
PAVEMENT MARKING....4" WHITE STRIPE.................1125 LF
ACSC = ASPHALT CONCRETE SURFACE COURSE
ABM = AGGREGATE BASE MATERIAL
ASM = AGGREGATE SHOULDER MATERIAL
P-7
C
R
E F
D j h k p v g p
SHOULDER REPAIR
8’X 20’
SHOULDER REPAIR
113’
46’
75’
45̂
TYP.
13’
10’X 36’
SLOPE PROTECTION
70’ 72’
18’18’
SHOULDER
REPAIR
SHOULDER
REPAIR
30’54’
110’
N
SCALE IN FEET
0200 200 300100 100
SCALE: 1" = 100’
20’ 20’ 4" SOLID
WHITE LINES
(TYP)
P-7
4 PAVEMENT MARKING
N.T.S.
P A
V
IN
G
IV
L
D
U
E A
2’ VARIES
PRIME COAT
P-7
1 TYPICAL SECTION
2’
TACK COAT
EXISTING
PAVEMENT
VARIES
SEE EDGE
DETAIL
B/P-7
SEE EDGE
DETAIL
A/P-7
2’ VARIES 2’
EXISTING PAVEMENT
TACK COAT
P-7
2 TYPICAL SECTION
EXISTING
GROUND
(TYP.)
2’ VARIES 2’
TACK COAT
P-7
3 TYPICAL SECTION
SHOULDER
REPAIR
1/P-7
2/P-7
3/P-7
REPAVING
CLEAN & SEAL CRACKS
TACK COAT
2" ASPHALT CONCRETE
SURFACE COURSE
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
REMOVE EXISTING
PAVEMENT
PAVING
8" AGGREGATE BASE
MATERIAL TYPE I
SIZE # 21-A
PRIME COAT
2" ASPHALT CONCRETE
SURFACE COURSE
REPAIR AREA
4’ X 20’
LEGEND
AFTER PAVING WORK
RESTRIPE AS CURRENTLY
EXISTS
AFTER PAVING WORK
RESTRIPE AS CURRENTLY
EXISTS
SAWCUT
EXIST. EDGE
18" CLASS 1 RIPRAP
4/P-7
X
X
X
TSF
2’ 4’
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP)
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP)
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
EXISTING PAVEMENT
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A
(8")
REMOVE EXISTING
SHOULDER MATERIAL
P-7
C SHOULDER REPAIR
2’ VARIES
PRIME COAT
P-7
5 TYPICAL SECTION
2’
TACK COAT
EXISTING
PAVEMENT
VARIES VARIES
PRIME COAT
ASPHALT CONCRETE
SURFACE COURSE (2")
TYPE SM-9.5A
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP.)
PAVEMENT
LIMIT
1:1
EDGE DETAILA
TACK COAT
ASPHALT CONCRETE
SURFACE COURSE
PAVEMENT
LIMIT
1:1
EDGE DETAIL
P-7
B
PRIME COAT
VDOT AGGREGATE
SHOULDER MATERIAL
VDOT AGGREGATE
BASE MATERIAL
ASPHALT CONCRETE
SURFACE COURSE
SEE SHOULDER
REPAIR DETAIL
C/P-7
DETAIL 1
PRIME COAT
TACK COAT
TACK COAT
X X TEMPORARY SILT FENCE (TSF)
2’ 4’
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A
(8")
P-7
D SHOULDER REPAIR
DETAIL 2
PRIME COAT
TACK COAT
TACK COAT
CLASS I RIPRAP
GEOTEXTILE
P-7
REMOVE EXISTING
PAVEMENT (TYP.)
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP)
P-7
4 TYPICAL SECTION
CLASS I RIPRAP
GEOTEXTILE
SEE EDGE
DETAIL
B/P-7
5/P-7
2/P-7
2/P-7
110’
6/P-7
CLEARING & GRUBBING LIMITS
VDOT AGGREGATE
BASE MATERIAL
TYPE I, SIZE 21-A (8")
CLEARING & GRUBBING
LIMITS
SEE EDGE
DETAIL
A/P-7
(TYP)
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
SEE EDGE
DETAIL
B/P-7
(TYP)
VDOT AGGREGATE
SHOULDER MATERIAL
NO. 18 (TYP)
EXIST. PAVEMENT
TACK COAT
SEE SHOULDER
REPAIR DETAIL
D/P-7
2’ VARIES 2’
CLEARING & GRUBBING
LIMITS
CLEARING & GRUBBING
LIMITS
EXIST.
PAVEMENT
CLEARING & GRUBBING
LIMITS
SEE EDGE
DETAIL
B/P-7
(TYP)
PRIME COAT
P-7
6 TYPICAL SECTION
TACK COAT
ASPHALT CONCRETE
SURFACE COURSE (2")
TYPE SM-9.5A
EXIST.
PAVEMENT
REMOVE EXISTING
PAVEMENT
VDOT AGGREGATE BASE
MATERIAL TYPE I,
SIZE #21-A (8")
CLEARING &
GRUBBING LIMITS
VDOT AGGREGATE
SHOULDER MATERIAL
VDOT AGGREGATE
SHOULDER MATERIAL
REMOVE EXIST.
PAVEMENT
VDOT AGGREGATE
SHOULDER MATERIAL
REMOVE EXISTING
SHOULDER MATERIAL
REMOVE EXIST.
PAVEMENT
EXIST.
PAVEMENT
P-7
7 TYPICAL REPAIR SECTION
PRIME COAT
ASPHALT CONCRETE
SURFACE COURSE (2")
SM-9.5A
TACK COAT (TYP.)
EXISTING
ASPHALT
CONC.
(TYP.)
EXIST. AGGREGATE
BASE MATERIAL
(TYP.)
VDOT AGGREGATE
BASE MATERIAL
TYPE I
SIZE 21 (8")
VDOT AGGREGATE
BASE MATERIAL
TYPE I,
SIZE #21-A
(8") (TYP.)
TACK COAT
2’
PAVEMENT LIMIT
PAVEMENT TRANSITION
DETAIL
EXISTING
PAVEMENT
P-7
ASPHALT
CONCRETE
SURFACE
COURSE (2")
SAW CUT
E
JOHN H.
KERR R
ESERVOIR
E/P-7
THE QUANTITIES PRESENTED BELOW ARE ESTIMATED.
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES.
IVY HILL DAY USE AREA
CLEARING & GRUBBING.................................0.15 AC
TEMPORARY SILT FENCE.................................100 LF
RIPRAP...............CLASS 1.........................193 TN
GEOTEXTILE...........................................247 SY
PAVEMENT REPAIR......8" VDOT ABM, PRIME, 2" ACSC.....197 SY
PAVEMENT REMOVAL.....................................624 SY
PAVING...............8" VDOT ABM, PRIME, 2" ACSC.....712 SY
REPAVING.............TACK, 2" ACSC..................4148 SY
SHOULDER.............VDOT ASM.........................38 TN
PAVEMENT MARKING.....4" WHITE STRIPE.................933 LF
ACSC = ASPHALT CONCRETE SURFACE COURSE
ABM = AGGREGATE BASE MATERIAL
ASM = AGGREGATE SHOULDER MATERIAL
TACK = TACK COAT
PRIME = PRIME COAT
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4" WHITE STRIPE
(TYP.)
WHITE DIRECTIONAL
ARROWS SEE A/T-1
WHITE DIRECTIONAL
ARROWS SEE A/T-1
WHITE DIRECTIONAL
ARROWS SEE A/T-1
30’
A DIRECTIONAL ARROW
N.T.S.P-1
12"
34.4"
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SCALE: 1’’= 20’
WHITE DIRECTIONAL
ARROWS SEE A/T-1
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(TYP.)
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J K
| W912HN-09-B-0030 |
| X-1 Location Map and Index of Drawings |
| P-1 Paving North Bend Park Environmental Education Center & Transient Quarters |
| P-2 Paving North Bend Park Ampitheater & Maintenance Area |
| P-3 Paving North Bend Park Camp Area C |
| P-4 Paving and Grading Rudds Creek Recreation Area Boat Ramp Parking |
| P-5 Paving & Grading Longwood Park Camping Entrance |
| P-6 Paving Longwood Park Boat Ramp Parking |
| P-7 Paving Ivey Hill Day Use Area |
| T-1 Pavement Marking Rudds Creek Recreation Area Boat Ramp Parking |
| T-2 Pavement Marking Longwood Park Boat Ramp Parking |
File details come from the government source that posted it. Updated .