commonwealth of virginiafce-digs.com › library › documents › doc_l54planpdf_170131... ·...
TRANSCRIPT
TRIB
UTARY
OF
JOR
DA
N RIV
ER
stream
Edge of
stream
Edge of
Proposed wingwall
to be removed
Existing wing wall
PLAN
Edge of Riprap
To Rte. 630
To Rte. 659
limits of wall
2’-0" beyond
15’-0"
21’-0"
Dry Riprap Class I
B-1
8’-
0"
15’-0"
14’-0"
15’-
0"
Edge of pavement
Edge of pavement
See Layout Detail this sheet
Outer limits of headwall
see sheet 7
R/W limits
see notes, sheet 2
Existing fence
1’-6"
21’-0"
W.P.
Face of existing headwall
Inside face of culvert wall
End of existing headwall
Match culvert wall thickness
Win
gwall
LAYOUT DETAILScale: �" = 1’-0"
Culvert
wall
extensio
n
Outer limit of headwall
outer limits of headwall.
of inside face of culvert wall and
Work point (W.P.) defined by intersection
Note:Wall chamfer
and culvert wall extension
Front face of wingwall
PROJ. 0628-078-640, B625
RAPPAHANNOCK CO. - 0.2 MI. N. INT. RTE. 659
OVER TRIBUTARY OF JORDAN RIVER
RTE. 628 (DEARING ROAD)
None
REVISIONS
For Table of Revisions,
see Sheet 2.
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
No. Description DateCOORDINATED:
SUPERVISED:
DESIGNED:
DRAWN:
CHECKED:
PLANS BY:
GENERAL NOTES:
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
and Scour Code:
FHWA Construction
UPC No.
DESIGN EXCEPTION(S):
VA.
STATE
Federal Oversight Code:
NBIS Number:
c_ _ _ _ _ _ _ _ _ _Date:
PROPOSED WING WALL REPAIR ON
2016, Commonwealth of Virginia Sheet 1 of 8
1/4/2017
Approved:
Recommended for Approval:
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Date
Date
District Project Development Engineer
District Administrator
STRUCTURAL ENGINEER
ROANOKE, VA
AECOM TECH. SERV., INC.
Date
Recommended for Approval: _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
District Planning and Investment Manager
$D
AT
E$
$TIM
E$
1
109129
628 0628-078-640, B625
XO28-S7
000000000030697
NFO
Scale: �" = 1’-0", unless otherwise shown
FHWA-534 DATA 17014
No additional Right-of-Way required
Consultant
Brian Arnold
Robert Prince
Matt Janas
Kevin Laxton
Robert Prince
299-59September 28, 2016
Angela N. Foroughi
Ken Connors
John D. Lynch
11/14/16
11/09/16
11/18/16
GENERAL NOTES:
B.M: See survey control, Sheet 7.
Structure No. of existing culvert is 6071.
culvert with construction loads.
Contractor shall take care not to adversely affect the top of the
All work shall be completed while the roadway is closed to traffic.
fabrication and construction tolerances.
centers of bars except where otherwise noted and are subject to
All reinforcing bar dimensions on the detailed drawings are to
Deformed reinforcing bars shall conform to ASTM A615, Grade 60.
Concrete in the wing footing and neatwork shall be Class A4.
Concrete in the subfooting shall be Class C1.
2011 and latest revisions.
Department of Transportation Work Area Protection Manual, June
This project is to be constructed in accordance with the Virginia
ments.
Specifications and Special Provisions included in the contract docu-
These plans are incomplete unless accompanied by the Supplemental
Bridge Standards, 2016; including all current revisions.
Standards: Virginia Department of Transportation Road and
2014; and VDOT Modifications.
Design: AASHTO LRFD Bridge Design Specifications, 7th Edition,
Bridge Specifications, 2016.
Construction: Virginia Department of Transportation Road and
Specifications:
Drainage area: 1.63 sq. mi.
Culvert: Single 10 ft. x 10 ft. reinforced concrete box.
full extent of the applicable laws.
scanned signatures is illegal. Violators will be prosecuted to the
the VDOT Central Office. Any misuse of electronic files, including
The original approved sheet, including original signatures, is filed in
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............c
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
1/4/2017
STRUCTURAL ENGINEER
ROANOKE, VA
AECOM TECH. SERV., INC.
$D
AT
E$
$TIM
E$
628 0628-078-640, B625
Sept. 2016 299-59
Existing footing
within culvert barrel
Demolition limits
7’-0"( )
Demolition Plan Detail B
of culvert bottom see
For localized demolition
DEMOLITION ELEVATION - DETAIL A
Culvert invert
of box culvert
Underside of top slab
culvert wall
Inside face of
of culvert
Crack in bottom
Demolition limits
Flow
6"( )
DEMOLITION PLAN - DETAIL B
7’-0"( )
Culvert bottom
wall demolition
Limit of culvert
COFFERDAM DETAIL
R/W limits
Cofferdam B
Cofferdam A
2016, Commonwealth of VirginiaRTP
FMP
MJ
2 of 8
2
LUMP SUM BID ITEMS
Mobilization
Construction Surveying
LS
LS
LS
LBCY TON
Total
Existing Structure (Str. No. 6071)
Dismantle and Remove Portion of
Subfooting
CY
Class C1
Concrete
LS
AND INDEX OF SHEETS
ESTIMATED QUANTITIES
Not to scale
Sheet No.
INDEX OF SHEETS
Description
DateSheets RevisedRev. No.
TABLE OF REVISIONS
= Demolition limits
= Demolition limits
Class A4
Concrete
26"
Class I
Riprap
Dry
Culvert
Wingwall
ESTIMATED QUANTITIES
Steel
Reinforcing
1,350
1,990 50.0
93
93
6405.0
13.0
18.0
MISCELLANEOUS / ROAD ITEMS
Item Units Quantity
Asphalt Concrete Surface Course Ty. SM-9.5D TON33
Aggregate Base Material (Type 21B) TON
LEGEND
2
1
8" Aggregate Base Material, Type I, No. 21B
1�" Asphalt Concrete Surface Course Type SM-9.5D
180
LSClearing and Grubbing
2
50.0
VariesVaries
1slope in excavated area
Match exist. shoulder and
Match existing pavement width
PAVEMENT DETAIL
wingwall, and grading to prepare for placement of pavement.
unsuitable material, placement of backfill, regrading of area behind
excavation, sheeting, shoring, dewatering, dispursing of surplus and
Cost shall include dumbell waterstop, structure excavation, regular
culvert footing repairs.
Includes culvert wall extension and footings, culvert wall, and
Temporary traffic control - detour plan
Survey control
Engineering geology
Reinforcing steel schedule
Wingwall details 2 of 2
Wingwall details 1 of 2
Quantities and index of sheets
Title sheet: Plan, elevation and general notes
8
7
6
5
4
3
2
1
50Fence (Wooden Board)
Water Gate (Ty. II)
LF
EA1
Contractor to match existing or as approved by the Engineer.
tie-in shall be included in other bid items.
or other items or work necessary to obtain a smooth pavement
The cost of saw cutting, pavement demolition, pavement planning,
Base Material.
Cost of tack coat shall be included in price bid for Aggregate
Fence (Type A)
Temporary Silt
LF
150
150
Engineer.
Temporary Silt Fence (Type A) shall be placed as directed by the
considered incidental and will not be measured for additional payment.
removed to complete the proposed work. All costs for this shall be
The existing fence and gate inside the existing right-of-way shall be
Engineer prior to installation.
Location of the fence and water gate to be directed by the
culvert at the exit.
approximately 6" beyond the current crack in the bottom of the
to the downstream exit end of the culvert at a location
by a line connecting the inside face of the culvert wall demolition
Demolition of the culvert bottom shown in Detail B shall be defined
All demolition lines on the existing culvert barrel shall be saw cut 1".
Notes:
LSMaintenance of Traffic (Str. 6071)
LS
Cofferdam A
Cofferdam B
on sh. 7.
NS Roadside Development seeding schedule is shown
necessary for completing work.
barricades, PCMS, and any other traffic control devices
Maintenance of Traffic pay item shall include all signs,
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............c
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
299-59_003.d
gn
STRUCTURAL ENGINEER
ROANOKE, VA
AECOM TECH. SERV., INC.
10/20/2016
1:2
9:3
5
PM
628 0628-078-640, B625
Sept. 2016 299-59
3’-
6"
7’-
6"
3" 3"
3"
Subfooting
21’-0"
WF20 dowels, typ.
9"
12"
12"
WF6-20 spa. @ 12" = 20’-0" bott.
WF5-10 spa. @ 9" = 7’-6" topWF3-12 spa. @ 12" = 12’-0" top
= 3’-0" top and bott.
WF2-3 spa. @ 12"
= 2’-6" top and bott.
WF1-3 spa. @ 10"
3"
12"
of subfooting
Approx. limits
wall extension
Front face of culvert
Wingwall footing
Front face of wingwall
WINGWALL - FOOTING PLAN
corner
4-WF11 typ. ea.
2-WF10
2-WF4
2-WF8
2-WF9
21’-0"
WV1-12 spa. @ 12" = 12’-0" F.F.3"
A3 4
A3 4
12"
3"WV3-10 spa. @ 9" = 7’-6" F.F.
WV2-16 spa. @ 1’-3" = 20’-0" N.F. 3"9"
3’-0"6’-0"
B
Weep hole, typ.
11’-
6"
Elev. 97.27
elev. of culvert
match invert of
Top of footing to
3"
WF series bars
1’-
6"
3’-
9"
WH3 ea. face
Elev. 101.02
Elev. 108.77
3"
1’-
3"
WH2-5 spa.
@ 1’-
3"
= 6’-
3"
3"
3 3
B3 3
See notes sheet 4
WF20 dowels
Culvert wall extension
WINGWALL - FRONT ELEVATION
6’-0"
Wingwall
Subfooting
ea. face
WH1-2 eq. spa. = 2’-6"
ea. face
B3,4 3
SECTION
Construction Joint
culvert wall extension
Front face of
Not to scale
Front face of wingwall
dumbell waterstop
6" x � PVC
Outer limit
of headwall
12"
12"
12"
min.
min.
min.
1’-6"m
in.
min.
1’-6"
Back face of culvert wall
Inside face of
culvert wall W.P.
Culvert
wall
PLAN - SUBFOOTING
extensio
n
Scale: �" = 1’-0"
Limits of wingwall footing
Win
gwall
Limit of culvert
bottom demolition
Front face
of wingwall
2016, Commonwealth of VirginiaRTP
LKL
MJ
3 of 8
3
Scale: �" = 1’-0", unless otherwise shown
See Sheet 4 for notes.
Note:
1 OF 2
WINGWALL DETAILS
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............c
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
1/4/2017
STRUCTURAL ENGINEER
ROANOKE, VA
AECOM TECH. SERV., INC.
$D
AT
E$
$TIM
E$
628 0628-078-640, B625
Sept. 2016 299-59
12"
2�"
2�"
WH1
WH2
12"
12
1
rodding eye.
to drainage outlet and
drainage pipe connected
Perforated 6" diameter
when required
with non-rigid tubing
4" weep hole formed
WH3
Permeable drainage layer
WV2
3"
3"
1’-
6"
WF6
A3 4
SECTION
Front face wingwall
Subfooting
WF4 WF8
WF3 or WF5
o/WV1 or WV3
12"1’-6"
Culvert wall
extension
Constr. joint
11’-
6"
1’-
6"
Clean and reuse existing
reinforcing steel, typ.
Subfooting beneath
repaired area
Elev. 108.77
Existing curtain wall,
see notes
Culvert invert
Elev. 97.27
3"
BH1-11 spa.
@ 12"
= 11’-
0"
3"
3"
BV1-2 spa. @ 5" = 10" N.F. (3 bars)
BV1-1 spa. @ 5" = 5" F.F. (2 bars)
Cold joint
BH1
CULVERT WALL EXTENSION - ELEVATION
C C
B4 34 3
B
Scale: �" = 1’-0"
Wingwall
ea. face,
see notes
Underside of top
slab of box culvert
Match limits of existing
culvert chamfer
Match limits of existing
culvert chamfer
3" ty
p.
1’-6"
12"
Demolition limits for
bottom of culvert
BF1 top and bott.
see notes
Clean and reuse
existing reinforcing
Match existing
culvert limits
BF1-spa. @ 8" ea. way
top and bott. see notes
Match back face
of culvert wall
8"
8"
W.P.
CULVERT FOOTING PLAN
BF1-top and bott.
see notes
Front face of culvert
wall extension
BH1BV1
Match limits of
culvert chamfer
SECTION C-C
Wingwall
Front face
of wingwall
Inside face of
culvert wall
2016, Commonwealth of VirginiaRTP
LKL
MJ
4 of 8
4
Scale: �" = 1’-0", unless otherwise shown
2 OF 2
WINGWALL DETAILS
possible. Bars at the top shall be field cut to provide min. cover.
BH1 bars shall extend into the reconstructed culvert wall where9.
culvert footing. Field cut BF1 bars as necessary to provide cover.
BF1 bars shall be located in the bottom and top of the new 1’-6"8.
subfooting.
Curtain wall reconstruction not required in repaired areas due to 7.
Wall stem (all faces): 2�" min. cover
Wall footing (all faces): 3" min. cover
as follows:
Concrete cover to the outermost reinforcement bars shall be6.
for the increase in reinforcing steel quantity due to the splices.
2’-7" for No. 6 bars. No additional compensation shall be provided
lengths shall be 1’-9" for No. 4 bars, 2’-4" for No. 5 bars, and
at top of the footing in order to facilitate construction. Splice
At the Contractor’s option, WV and BV Series bars may be spliced 5.
drainage away from the wingwall under normal water conditions.
Weepholes shall be placed at the lowest point feasible for free4.
included in the price bid for Class A4 concrete.
weep holes, drainage pipe and other items required shall be
The cost for the drainage system, including porous backfill,3.
of one-half the height of wall shall be by hand compactors only.
permitted. Compaction of the backfill material within a distance
angle of at least 32 degrees. Cohesive backfill shall not be
Backfill shall comprise granular material with an internal friction2.
approximately 12" off the 21’-0" face of the footing.
placed in a staggered fashion. Initial row shall be located
wingwall footing. The dowels shall be located in rows and shall be
shall be placed in the subfooter within the boundaries of the
WF20 dowels shall be located at approximately 2’-0" centers and1.
Note:
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............c
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
299-59_005.d
gn
STRUCTURAL ENGINEER
ROANOKE, VA
AECOM TECH. SERV., INC.
10/20/2016
1:2
9:3
6
PM
628 0628-078-640, B625
Sept. 2016 299-592016, Commonwealth of VirginiaRTP
LKL
MJ
5 of 8
5
Not to scale
REINFORCING STEEL SCHEDULE
Type 1
A
Type 6
C
B
Type 7
B
C
D
Type 30
H C
B
2 B 3-04 19-01 5-03
1 B 3-00 5-03 0-02 1/4
1 B 5-05 6-10 1/2 0-01 3/4
1 B 3-00 6-09 0-02 1/4
2 A 2-07 19-03 3-04
1 C 4-10 9-02 1/2 0-04 3/8
1 A 5-00 12-04 0-05 1/2
1 C 9-08 12-04 1/2 0-03 1/4
WF2
WF3
WF5
WF6
WH2
WV1
WV2
WV3
REINFORCING STEEL SCHEDULE DIMENSION TABLE
MARK NO.
SIZE
BAR LOCATION TYPE N
(LBS.)
WEIGHT
BENDING DIAGRAM
DIMENSION VARIATION TABLE
MARK
LEN.
EA.
NO.
SIO
N
DIM
EN-
SIO
N
DIM
EN-
FT-IN
PIN DIA.
FT-IN FT-IN
LENGTH
FT-IN
A
FT-IN
B
FT-IN
C
FT-IN
D
FT-IN
P
E
FT-IN
Q
F
FT-IN
R
G
FT-IN
H
FT-IN
S
I
FT-IN
T
J
FT-IN
U
K
FT-IN
L
FT-IN
V
FT-IN
FROM
FT-IN
TO
FT-IN
VARY BY
FT-IN
FROM
FT-IN
TO
FT-IN
VARY BY
Weights in schedule are based on density of 490 lb/ft.
Dimensions in Bending Diagram are out-to-out of bars.
NOTES:
3
2014, Commonwealth of Virginia
CULVERT WALL EXTENSION - PLAIN
BF0601 26 6 10-00 391 Culvert Footing 1 10-00
BH0601 24 6 5-00 180 Culvert Wall Extension 1 5-00
BV0501 5 5 0-03 3/4 13-00 68 Culvert Wall Extension 6 0-10 12-04
TOTAL WEIGHT IN PRECEDING GROUP OF BARS 639
WING - PLAIN
WF0401 8 4 0-03 21-09 116 Wing footing 7 20-05 0-09 1/2 0-09 1/2
WF0402 8 4 0-03 4-08 TO 20-05 1/2 67 Wing footing 7 VARY 0-09 1/2 0-09 1/2
WF0403 13 4 0-03 4-04 TO 6-07 1/2 48 Wing footing 7 VARY 0-09 1/2 0-09 1/2
WF0404 2 4 20-06 27 Wing footing 1 20-06
WF0605 11 6 0-04 1/2 6-08 TO 8-01 3/4 122 Wing footing 7 VARY 0-09 1/2 0-09 1/2
WF0406 21 4 0-03 4-04 TO 8-01 1/2 87 Wing footing 7 VARY 0-09 1/2 0-09 1/2
WF0408 2 4 20-02 27 Wing footing 1 20-02
WF0409 2 4 6-08 9 Wing footing 1 6-08
WF0410 2 4 2-08 4 Wing footing 1 2-08
WF0411 16 4 0-03 4-03 45 Wing footing 6 2-02 2-02
WF0620 45 6 2-06 169 Wing footing - dowel 1 2-06
WH0401 6 4 20-06 82 Wing 1 20-06
WH0402 12 4 2-07 TO 19-03 88 Wing 1 VARY
WH0403 2 4 21-11 29 Wing 1 21-11
WV0501 13 5 0-03 3/4 6-09 TO 11-01 3/4 121 Wing 30 1-06 VARY 0-05
WV0402 17 4 5-00 TO 12-04 98 Wing 1 VARY
WV0603 11 6 0-04 1/2 11-08 TO 14-04 7/8 215 Wing 30 1-06 VARY 0-06
TOTAL WEIGHT IN PRECEDING GROUP OF BARS 1354
REINFORCING STEEL SCHEDULE DIMENSION TABLE
MARK NO.
SIZE
BAR LOCATION TYPE N
(LBS.)
WEIGHT
BENDING DIAGRAM
DIMENSION VARIATION TABLE
MARK
LEN.
EA.
NO.
SIO
N
DIM
EN-
SIO
N
DIM
EN-
FT-IN
PIN DIA.
FT-IN FT-IN
LENGTH
FT-IN
A
FT-IN
B
FT-IN
C
FT-IN
D
FT-IN
P
E
FT-IN
Q
F
FT-IN
R
G
FT-IN
H
FT-IN
S
I
FT-IN
T
J
FT-IN
U
K
FT-IN
L
FT-IN
V
FT-IN
FROM
FT-IN
TO
FT-IN
VARY BY
FT-IN
FROM
FT-IN
TO
FT-IN
VARY BY
Weights in schedule are based on density of 490 lb/ft.
Dimensions in Bending Diagram are out-to-out of bars.
NOTES:
3
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............c
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
299-59_006.d
gn
10/21/2016
9:3
8:0
4
AM
628 0628-078-640, B625
Sept. 2016 299-592016, Commonwealth of VirginiaRTP
LKL
PSI
6 of 8
6
ENGINEERING GEOLOGY
bidders.
intended as a substitute for personal investigation, interpretation and judgment by the
subsurface data identical to those which are possessed by the department, and are not
The boring logs are made available to bidders in order that they may have access to 2.
information for bid purposes.
any way guarantee, either expressly or by implication, the sufficiency of the
are purely interpretive and altogether speculative. Further, the department does not in
conditions beyond the limits of the borings shown; and any such projections by bidders
not in any way warrant or guarantee that such data can be projected as indicative of
subsurface conditions at the sites where the borings were taken. The department does
that such information is not reasonably accurate as an approximate indication of the
establishing design controls for the project. The department has no reason to suspect
reasonable care and recorded in good faith solely for use by the department in
The subsurface information shown on the boring logs in these plans was obtained with 1.
Notes:
401.03(c) of the Specifications.
shall prepare the subfooting foundation in accordance with Sec.
layer of weathered rock shown in the boring log. The Contractor
The bearing stratum of the subfooting is intended to be the upper
Note:
Subfooting bearing stratum, see note
2440
22.9
13.8
24.7
19.1
8.2
39 26 36.0
0.0 / 109.2
Topsoil 4 inches TOPS
0.33 / 108.87
Fill, dark-brown, light brown-yellow, silty SAND, some
gravel, some roots, very loose, moist SM
2.0 / 107.2
Residual, light brown-yellow, silty SAND, some
gravel, loose, moist SM
8.0 / 101.2
Residual, olive-gray, red to gray-green, silty SAND,
some gravel, medium dense, moist SM
16.5 / 92.7
Highly weathered, soft , intensely fractured, light gray,
layered pyroxene granulite GNEISS; Middle
Proterozoic. HWR
20.6 / 88.6
Slightly weathered to unweathered, hard to very hard,
highly fractured to moderate fractured, light to dark
gray, layered pyroxene granulite GNEISS; dip of 53
degrees; Middle Proterozoic. GNS
Rock coring was terminated at 25.6 feet.
3
2
8
2
17
20
50/1
2
2
5
5
15
50/5
2
3
4
6
15
100
39
55
77
100
77
54
100
42
1.5
2.5
4
6
7.5
8.5
10
13.5
15
18.5
19.42
20.5
20.58
20.6
25.6
PAGE 1 OF 1
16BH-001
16BH-001
FIELD DESCRIPTION OF STRATA
GROUND WATER
PAGE 1 OF 1
OFFSET:
Easting: 40156.4172 ft
COORD. DATUM:
REMARKS: Rig Type: Diedrich D-50.
Copyright 2016, Commonwealth of Virginia
SP
T_
LO
GA
B:0
0 -
VD
OT - 0494:8.3
0.0
04:0
12512:9/
28/
16
UN
C.
CO
MP
RE
SSIO
N (psf)
LAB DATA
MOIS
TU
RE
CO
NTE
NT (
%)
PL
AS
TICIT
Y IN
DE
X
PILL
LIQ
UID
LIM
IT
FIN
ES
CO
NTE
NT -
#200 (
%)
SOIL
RE
CO
VE
RY (
%)
CO
RE
RE
CO
VE
RY (
%)
FIRST ENCOUNTERED AT 14.0 ft DEPTH
R O C K
SA
MP
LE
LE
GE
ND
S O I L
PROJECT #:
LOCATION:
STRUCTURE:
ELE
VA
TIO
N (ft)
105
100
95
90
85
DE
PT
H (ft)
SA
MP
LE IN
TE
RV
AL
RO
CK
QU
ALIT
Y
DE
SIG
NA
TIO
N
ST
AN
DA
RD
PE
NE
TR
ATIO
N
TE
ST
HA
MM
ER
BL
OW
S
FIELD DATA
ST
RA
TA
LE
GE
ND
JOIN
TS
ST
RA
TA
2
4
6
8
10
12
14
16
18
20
22
24
STATION:
NORTHING: 30113.2416 ft
SURFACE ELEVATION: 109.2 ft
0494118
FED 000000000030697 VA 6071
Date(s) Drilled: 04/06/2016 - 04/06/2016
Drilling Method(s): Hollow Stem Auger 3 1/4"
SPT Method: Automatic Hammer
Other Test(s):
Driller: Roberts
Logger: Pearson
Rte. 628 Over Tributary Of Jordan River
Date Plan No. Sheet No.Designed: ...........
Drawn: ................
Checked: ............c
No. Description Date
STRUCTURE AND BRIDGE DIVISION
COMMONWEALTH OF VIRGINIA
DEPARTMENT OF TRANSPORTATION
Revisions
ROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATEROUTE
FEDERAL AID
PROJECT ROUTE PROJECT
STATE SHEET
NO.
VA.
STATE
1/4/2017
STRUCTURAL ENGINEER
ROANOKE, VA
AECOM TECH. SERV., INC.
$D
AT
E$
$TIM
E$
628 0628-078-640, B625
Sept. 2016 299-59
TRIB
UTARY
OF
JOR
DA
N RIV
ER
To Rte. 630
To Rte. 659
E 40178.8260
N 30166.5780
E 40181.0166
N 30072.2635
PLAN
R/W line
2.24’ from corner of right-of-way.
Iron pin found but not held, N 28 -35’-23"W
Note:o
see note
Iron Pin
2016, Commonwealth of VirginiaMAL
LKL
BSG
7 of 8
7
SURVEY CONTROL
Not to Scale
stamped "AECOM" set flush with the ground.and is an iron rod with a plastic capdistance of 85’ from the edge of the roadControl Station is located on the right a628 a distance of 0.30 miles.proceed in a Northerly direction along Routeof Route 659 and Route 628To reach Control Station from the intersection
Not to Scale
Gravel
TS-1
Tributary of Jordan River
Dearing Road Route 628 Asphalt
Tributary of Jordan River
TS-236" C
MP
Fence
Woven
Wire
stamped "AECOM" set flush with the ground.and is an iron rod with a plastic capdistance of 2.8’ from the edge of the roadControl Station is located on the left a628 a distance of 0.30 miles.proceed in a Northerly direction along Routeof Route 659 and Route 628To reach Control Station from the intersection
Virginia Department of Transportation Horizontal Control
N (5decimal places)
W (5decimal places)
Sketch and Detailed Description on Other Side
DETAILED SKETCH
V. D. O. T. Project Coordinates
Virginia State Plane Coordinates - NAD 83 Metric Values
(circle one)
or
LD-200 (REV. 8/2000)
Zone North South (circle one)
* *
Control Station I. D. TS-1 Project 0628-078-640, B625
Route 628 City/County Rappahannock Date 3-29-2016
Established By AECOM
Vertical Datum Assumed n/a
Horizontal Assumed
Azimuth to TS-2 319°49’46"
Latitude: n/a
Longitude: n/a
Geoid Separation (N) : n/a
Ellipsoid Height (h) : n/a
Control Based on: Station (name or PID) n/a
Project (monument no. ) N/A Order: N/A
East (X) n/a
North (Y) n/a
Ortho. Elevation n/a
East (X) 40239.8852 ft.
North (Y) 30057.0786 ft.
Elevation 100.000 ft.
Horizontal Closure N/A
Virginia Department of Transportation Horizontal Control
N (5decimal places)
W (5decimal places)
Sketch and Detailed Description on Other Side
DETAILED SKETCH
V. D. O. T. Project Coordinates
Virginia State Plane Coordinates - NAD 83 Metric Values
(circle one)
or
LD-200 (REV. 8/2000)
Zone North South (circle one)
* *
Control Station I. D. TS-2 Project 0628-078-640, B625
Route 628 City/County Rappahannock Date 3-29-2016
Established By AECOM
Vertical Datum Assumed n/a
Horizontal Assumed
Azimuth to TS-1 139°49’46"
Latitude: n/a
Longitude: n/a
Geoid Separation (N) : n/a
Ellipsoid Height (h) : n/a
Control Based on: Station (name or PID) n/a
Project (monument no. ) N/A Order: N/A
East (X) n/a
North (Y) n/a
Ortho. Elevation n/a
East (X) 40137.5234 ft.
North (Y) 30178.3335 ft.
Elevation 108.591 ft.
Horizontal Closure N/A
LAND SURVEYOR
ROANOKE, VA
AECOM TECH. SERV., INC.
Not to scale
2.8’
6.7’
4.2’
26’
SEEDING SCHEDULE
Season Core Mix Additive
Fine Fescue
Fescue and 50%
50% Certified Fall
150 LB / Acre
April 1 - May 31
Spring
June 1 - Sept. 14
Summer
Sept. 15 - Mar. 31
Fall and Winter
Fine Fescue
Fescue and 50%
50% Certified Fall
150 LB / Acre
Fine Fescue
Fescue and 50%
50% Certified Fall
150 LB / Acre
None
Millet
100% Foxtail
10 LB / Acre
Ryegrass
100% Annual
15 LB / Acre
Apply wood fiber (Type II) mulch at a rate of 1,000 LB / Acre.
Lime - Apply 2,000 Lb / Acre at time of seeding.
Fine Fescue may be Chewings, Creeping Red or Sheep.
Notes: