COMMONWEALTH OF VIRGINIAfce-digs.com › library › documents › doc_l54planpdf_170131... · 2018-02-08 · Standards: Virginia Department of Transportation Road and 2014; and VDOT

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

PrinceB

PrinceB

Date Plan No. Sheet No.Designed: ...........

Drawn: ................

Checked: ............c

No. Description Date

STRUCTURE AND BRIDGE DIVISION



Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

1/4/2017

STRUCTURAL ENGINEER

ROANOKE, VA


$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,

PrinceB

PrinceB


Drawn: ................

Checked: ............c





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

299-59_003.d

gn

STRUCTURAL ENGINEER

ROANOKE, VA


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


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


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


LKL

MJ

3 of 8

3


See Sheet 4 for notes.

Note:

1 OF 2

WINGWALL DETAILS

PrinceB


Drawn: ................

Checked: ............c





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

1/4/2017

STRUCTURAL ENGINEER

ROANOKE, VA


$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


LKL

MJ

4 of 8

4


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:

PrinceB

PrinceB


Drawn: ................

Checked: ............c





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

299-59_005.d

gn

STRUCTURAL ENGINEER

ROANOKE, VA


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


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


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

PrinceB


Drawn: ................

Checked: ............c





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


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


Drawn: ................

Checked: ............c





Revisions

ROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATEROUTE

FEDERAL AID


STATE SHEET

NO.

VA.

STATE

1/4/2017

STRUCTURAL ENGINEER

ROANOKE, VA


$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


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:

lawsonm

lawsonm

Documents

COMMONWEALTH OF VIRGINIAfce-digs.com › library › documents › doc_l54planpdf_170131... · 2018-02-08 · Standards: Virginia Department of Transportation Road and 2014; and VDOT