WEST VIRGINIA PARKWAYS AUTHORITY...mx. hardware required. item 607001-001 consists of new guardrail...

WEST VIRGINIA PARKWAYS AUTHORITY MGR-1-19

- 5 -

Schedule of Items Contract MGR-1-19

Median Guardrail Mile 20.0 to 28.0

PRIN/ MGR-1-19 UNIT

ITEM ALT DESCRIPTION UNITS QUANTITY PRICE TOTAL204001-000 Mobilization LS 1

307005-001 Aggregate Base Course, Stone or Gravel, Class II TON 19,129

408002-001 Asphalt Material GAL 30,910

607001-001 Type 1 Guardrail, Class 1 LF 83,437

607005-001 Type 5 Guardrail, Class 1 LF 498

607030-001 Special Trailing End Terminal EA 4

607066-001 Tangent End Terminal EA 12

636011-001 Traffic Control Device UNIT 17,480

636014-001 Flagger HR 2,400

636014-002 Traffic Director HR 1,200

636021-001 Electric Arrow DAY 120

636022-001 Changeable Message Sign DAY 120

636025-001 Warning Lights, Type B DAY 4,320

636028-001 Shadow Vehicle DAY 120

636030-001 Speed Monitoring Trailer DAY 120

WORDSGRAND TOTAL BID FIGURES

83,139

ADDENDUM 1

rhough

Cloud

rhough

Cloud

REMOVED FROM THE PROJECT AND DISPOSED OF BY THE CONTRACTOR.

ALL MATERIAL REMOVED AND NOT REUSED IN THE CONSTRUCTION OF THIS PROJECT SHALL BE

CONTRACTOR PERSONNEL

THE OPERATIONS OF THE CONTRACTOR.

CONTRACTOR'S PERSONNEL AUTHORIZED TO IMMEDIATELY ELIMINATE HAZARDS RESULTING FROM

THE AUTHORITY SHALL BE FURNISHED WITH THE NAMES AND 24-HOUR PHONE NUMBERS OF THE

GENERAL

WASTE MATERIAL

CONSTRUCTION SCHEDULE

2

SHALL APPLY TO THIS PROJECT.

AND VOLUME 2, LATEST EDITION INCLUDING THE LATEST STANDARD DETAIL REVISIONS,

APPLICABLE TO THIS PROJECT. STANDARD DETAIL BOOK VOLUME 1, LATEST EDITION

THE CONTRACT PLANS, AND THE SPECIAL PROVISIONS ARE THE GOVERNING PROVISIONS

DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL SPECIFICIATIONS, THE CONTRACT DOCUMENTS,

SPECIFICATIONS FOR ROADS AND BRIDGES, ADOPTED 2017, THE LATEST WEST VIRGINIA

THE WEST VIRGINIA DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS STANDARD

UNLESS OTHERWISE NOTED, EXISTING SIGNS SHALL NOT BE DISTURBED.

EXISTING SIGNS

FIELD VERIFICATION

BE FIELD VERIFIED BY THE CONTRACTOR.

CONDITIONS, MATERIALS ETC. CRITICAL TO THE CONTRACTOR FOR PERFORMANCE OF HIS WORK SHALL

FIELD MEASUREMENTS. ACTUAL CONDITIONS MAY VARY FROM THAT SHOWN. ANY AND ALL DIMENSIONS,

INFORMATION PROVIDED IN THESE PLANS HAS BEEN OBTAINED FROM EXISTING PLANS AND PRELIMINARY

GUARDRAIL

TRAFFIC.

BEEN REMOVED SHALL BE REINSTALLED OR REPLACED BEFORE OPENING ANY ADJACENT LANE TO

OVERNIGHT, OR WHEN ALL LANES HAVE BEEN OPENED TO TRAFFIC. ALSO, ALL GUARDRAIL THAT HAS

WHEN INSTALLING, REMOVING, OR REPLACING RAIL ELEMENTS, NO OPEN ENDS OR GAPS SHALL BE LEFT

CONTRACTOR, AND NO ADDITIONAL PAYMENT WILL BE MADE.

UNDERGROUND CONDUIT. THE COST OF REPLACING DAMAGED ITEMS WILL BE AT THE EXPENSE OF THE

POSTS, CARE MUST BE TAKEN TO AVOID DAMAGING UNDERDRAIN, UNDERDRAIN HEADWALLS, AND ANY

NEGLIGENCE OF THE CONTRACTOR WILL BE REPLACED BY THE CONTRACTOR. WHEN DRIVING GUARDRAIL

ANY GUARDRAIL COMPONENTS, SIGNS, DELINEATORS, PROJECT MARKERS, ETC., THAT ARE DAMAGED BY THE

CONDUITS, ETC.

EXTRA POSTS ARE REQUIRED, BUT CANNOT BE INSTALLED BECAUSE OF FOUNDATIONS OR BURIED

IN ORDER TO ATTAIN REQUIRED STRENGTH, DOUBLED RAILS MAY BE INSTALLED IN SECTIONS WHERE

HARDWARE, AND THE NECESSARY EXCAVATION.

END TREATMENTS INCLUDES THE WIDE FLANGE BEAM, POSTS, CONCRETE, CABLES, ROD, PLATES, ALL

TO UNLESS A PAY ITEM IS SPECIFICALLY PROVIDED FOR REMOVING THAT END TREATMENT. REMOVING

FOR REMOVAL, END TREATMENTS SHALL BE CONSIDERED PART OF THE GUARDRAIL THEY ARE ATTACHED

NEW GUARDRAIL SECTIONS SHALL HAVE 8" DEEP BLOCKOUTS PER THE CURRENT WVDOH STANDARDS.

MEASUREMENT

APPROVED BY THE ENGINEER WILL NOT BE PAID.

CONTRACTOR SHALL CONFIRM ALL LIMITS WITH THE ENGINEER PRIOR TO CONSTRUCTION. AREAS NOT

STATION CALLOUTS PROVIDED IN PLAN ARE APPROXIMATE. ACTUAL MATERIAL PLACED WILL BE PAID. THE

RNDG

4'

1

LEGEND

3

1

IN PLANAS SHOWN

TYPICAL SECTION

GUARDRAIL

GENERAL NOTES AND DETAILS

ITEM 607001-001 TYPE 1 GUARDRAIL, CLASS 1, PER LF

2

3

ALL NEW GUARDRAIL SHALL BE INSTALLED AT A HEIGHT OF 31".

FOR END TREATMENTS.

ALL GUARDRAIL POSTS ARE TO BE STEEL EXCEPT WHERE SHOWN IN THE WVDOH STANDARD DETAILS

ITEM 307005-001 AGGREGATE BASE CRSE, STONE OR GRAVEL, CLASS II, PER TON

2

2'

SHLDERPAVEDEXIST.

PROPOSED PI

EXISTING PI

1.5:1 M

AX

HARDWARE REQUIRED.

ITEM 607001-001 CONSISTS OF NEW GUARDRAIL WITH ALL ELEMENTS SUCH AS POSTS, BLOCKS, AND

OF THE CONTRACTOR AND BE REMOVED FROM THE WORK SITE.

ANY EXCESS GUARDRAIL MATERIALS, INCLUDING END TREATMENTS, SHALL BECOME THE PROPERTY

THE COST OF REMOVING GUARDRAIL SHALL BE INCLUDED IN THE UNIT BID PRICE FOR ITEM 607001-001.

OF THE GUARDRAIL TO THRIE BEAM TRANSITIONS.

THRIE BEAM GUARDRAIL STATION TO STATION LIMITS AS CALLED OUT IN THE PLANS ARE EXCLUSIVE

ITEM 408002-001 ASPHALT MATERIAL (0.5 GAL/SY), PER GAL

ALL WORK UNDER THIS PROJECT SHALL BE COMPLETED BY OCTOBER 15, 2019.

SHADOW VEHICLE IS REQUIRED FOR SHOULDER CLOSURES.

A SHOULDER CLOSURE MAY BE UTILITIZED WHERE THE ADJACENT PAVED SHOULDER IS 10 FEET. A

THE ADJACENT LANE IS NOT CLOSED. FOR WORK INVOVLING 60 FEET OR LESS OF GUARDRAIL REMOVAL,

WORK ON GUARDRAIL REMOVAL, REPLACEMENT, OR RECONSTRUCTION WILL NOT BE PERMITTED WHERE

AS ITEM 607001-001, L.F., TYPE I GUARDRAIL.

ITEM 607066-001 TANGENT TRAILING END TERMINAL, EACH. TYPE 5 GUARDRAIL SHALL BE PAID FOR

CAT 350 BY TRINITY HIGHWAY PRODUCTS, LLC OR EQUAL TO BE INSTALLED AND PAID FOR AS

INCIDENTAL TO ITEM 607001-001.

SECTIONS SHALL HAVE ONE THRIE BEAM SECTION SET INSIDE ANOTHER. THRIE BEAM TRANSITIONS SHALL BE

THRIE BEAM GUARDRAIL SHALL BE PAID FOR AS ITEM 607001-001, L.F., TYPE I GUARDRAIL. THE THRIE BEAM

TRAFFIC.

BEEN REMOVED SHALL BE REINSTALLED OR REPLACED BEFORE OPENING ANY ADJACENT LANE TO

OVERNIGHT, OR WHEN ALL LANES HAVE BEEN OPENED TO TRAFFIC. ALSO, ALL GUARDRAIL THAT HAS

WHEN INSTALLING, REMOVING, OR REPLACING RAIL ELEMENTS, NO OPEN ENDS OR GAPS SHALL BE LEFT

NOTES:

OF 6' WAS USED FOR THE PURPOSES OF QUANTITY ESTIMATION.

IT TIES INTO THE EXISTING MEDIAN SLOPE OF 4:1. A LENGTH

2. 1.5:1 MAXIMUM ROUNDING SHALL BE CARRIED OUT UNTIL

AGGREGATE AND SHALL BE PLACED AFTER COMPACTION.

3. ASPHALT MATERIAL SHALL BE APPLIED TO ALL NEW

1

1 ADDENDUM #1 MJC

BEHIND THE POST OF THE PROPOSED TYPE I GUARDRAIL.

1. NEW PI LOCATION SHALL BE PLACED APPROXIMATELY 1'

7-1-19

1

REVISION SHEET

NUMBER NUMBERDATE BYREVISION

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No. Sheets

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ENGINEERS ARCHITECTS PLANNERSNTB

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

SUMMARY OF QUANTITIES

3

SUMMARY OF QUANTITIES

UNITSDESCRIPTIONITEM QUANTITY

636030-001

636028-001

636025-001

636022-001

636021-001

636014-002

636014-001

636011-001

607066-001

607030-001

607005-001

607001-001

408002-001

307005-001

204001-000

Speed Monitoring Trailer

Shadow Vehicle

Warning Lights, Type B

Changeable Message Sign

Electric Arrow

Traffic Director

Flagger

Traffic Control Device

Tangent End Terminal

Special Trailing End Terminal

Type 5 Guardrail, Class 1

Type 1 Guardrail, Class 1

Asphalt Material

Aggregate Base Course, Stone or Gravel, Class II

Mobilization

DAY

DAY

DAY

DAY

DAY

HR

HR

UNIT

EA

EA

LF

LF

GAL

TON

LS

120

120

4,320

120

120

1,200

2,400

17,480

12

4

498

83,139

30,910

19,129

1

1 ADDENDUM #1 MJC7-1-19

1

1

1

REVISION SHEET


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342019

CONTRACT MGR-1-19

RALEIGH

MERCER

REMARKSSTA TO STA

LOCATION

ESTIMATE OF QUANTITIES

GUARDRAIL

L.F.

GUARDRAIL

TYPE 1

607001-001

ITEM

AHEAD

LOOKING STA

SIDE

ROADWAY

PAVING QUANTITIES

LOCATION

4

REMARKS

TOTAL

STATIONBACK

STATIONAHEAD

LOCATION

PROJECT EQUATIONS (FOR INFORMATION ONLY)

EACH

S.T.E.T.

607030-001

ITEM

1010+42.00

1071+70.04 1071+72.33

1071+69.21

1032+77.86

TRAFFIC CONTROL DEVICES QUANTITIES

DEVICE DESCRIPTIONUNITS

VALUE INEACH UNITS

13

12

11

10

9

8

7

6

5

4

3

2

1

0

10

5

40

90

60

35

180

300

300

300

90

180

MAINTENANCE OF TRAFFIC SUMMARY

REMARKSITEM UNITDESCRIPTION QUANTITY

Speed Monitoring Trailer

Shadow Vehicle

Warning Lights, Type B

Changeable Message Sign

Electric Arrow

Traffic Director

Flagger

Traffic Control Device

636030-001

636028-001

636025-001

636022-001

636021-001

636014-002

636014-001

636011-001

DAY

DAY

DAY

DAY

DAY

HR

HR

UNIT

EACH

END TERMINAL

TANGENT

607066-001

ITEM

NB/SB

MAINLINE (SOUTHBOUND)

MAINLINE (NORTHBOUND)

MAINLINE (SOUTHBOUND)

MAINLINE (NORTHBOUND)

EQUATION

EQUATION

CL

TRAVEL LANE DESIGNATION

LSHRL

RSH- LEFT SHOULDER

- RIGHT LANE

- RIGHT SHOULDER

LEGEND

- DIRECTION OF TRAVEL

NORTHBOUND TRAVEL LANES LOOKING STATION AHEAD

CL - CENTER LANE

LL - LEFT LANE

DECEL - DECELERATION LANE

SOUTHBOUND TRAVEL LANES LOOKING STATION AHEAD

* LT/RT DESIGNATIONS ARE TAKEN FROM MEDIAN CENTERLINE

LT (MED) RT (MED)

967+66

847+75

669+98

627+62

1073+55

966+50

847+10.50

669+62

SB

SB

SB

SB

LT (MED)

LT (MED)

LT (MED)

LT (MED)

627+62

669+98

847+75

967+66

1073+63.50

966+50

847+10.50

669+62

NB

NB

NB

NB

RT (MED)

RT (MED)

RT (MED)

RT (MED)

EQUATION

EQUATION

L.F.

GUARDRAIL

THRIE BEAM

(FIO)*

**

*

** 6 FEET - 3 INCH W-THRIE BEAM TRANSITIONS SHALL BE INCIDENTAL TO ITEM 607001-001. SEE GENERAL NOTES.

17,480

0

0

0

9,200

0

0

0

0

3,600

0

0

360

4,320

967+66

847+75

669+98

627+62

1073+55

966+50

847+10.50

669+62

1,723

2,450

3,654

867

2,784

3,959

5,905

1,400

627+62

669+98

847+75

967+66

SUB-TOTAL

10% CONTINGENCY

TOTAL

1073+63.50

966+50

847+10.50

669+62

19,129

1,739

17,390

1,725

2,450

3,654

867

30,910

2,810

28,100

2,788

3,959

5,905

1,400

TOTAL ITEM 636011-001

Barrier or guardrail mounted delineators (to be bid incidental to the cost of the barrier or guardrail)

Vertical panels or ground mounted deliniators

Cones

Drums / Grabber Cones

Barricades - Type III

Barricades - Type II

Barricades - Type I

Signs on permanent posts (PVMT ELEV signs)

Signs on permanent posts (SPEED LIMIT signs) MOT Note #9

Signs on permanent posts (GEAB sign)

Signs on permanent posts (fines doubled signs)

Signs on permanent mounts and barricades less than 16 S.F. (End Rd. Work)

Signs on permanent mounts and barricades 16 S.F. or greater

0

0

0

230

0

0

0

0

12

0

0

4

24

SB

NB

CL

TON

CLASS II

STONE OR GRAVEL

AGGREGATE BASE

307005-001

ITEM

GAL

(0.5 GAL/SY)

MATERIAL

ASPHALT

408002-001

ITEM

120

120

4,320

120

120

1,200

2,400

17,480

*

*

*

EACH

TRANSITION

W-THRIE BEAM

6 FEET - 3INCH

(FIO)***

THRIE BEAM GUARDRAIL AND TYPE 5 GUARDRAIL SHALL BE PAID FOR AS TYPE 1 GUARDRAIL, L.F., ITEM 607001-001. SEE GENERAL NOTES.

CAT 350 BY TRINITY HIGHWAY PRODUCTS, LLC SHALL BE PAID FOR AS TANGENT TRAILING END TERMINAL, EACH, ITEM 607066-001. SEE GENERAL NOTES.

4,150

17,223

11,650

7,941

3,888

17,437.5

11,450

8,312.5

150

212

184

152

1

1

1

1

1

2

1

2

2

1

2

1

125

175

75

125

187.5

2

2

2

2

2

698 4 12 687.5 10


1

**

L.F.

GUARDRAIL

TYPE 5

607007-001

ITEM

(FIO)

82,45282,052

17,323

8,041

3,988

11,550

1

1

1

1

1

1

1

1

1

1

1

100

162

134

102

498

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

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342019

CONTRACT MGR-1-19

RALEIGH

MERCER

I-

BE

AM

S 2

EA.

626

+20

CONCASPH

CONCASPH

ASP

HC

ON

C

ASPH SHLDR

ASPH SHLDR

ASPH

ASPH

616

+50

16

+20

615

+50

.0 0 2 77

N

627

+50

INTERSTATE

.00277

S

627

+96

INTERSTATE

6

STA. 615+00 TO STA. 630+00

SECTION 1

STA. 627+62

BEGIN MGR-1-19 CONTRACT

+62TET

TYPE I GUARDRAILINSTALL NEW


+62STET

INSTALL TET

STA. 669+62 LT (MED)

INSTALL STET


4,150 LF, TYPE 1 GR

STA. 627+62 TO STA.669+62 LT (MED)

INSTALL CAT 350 (PAID AS TET)

STA. 669+62 RT (MED)

INSTALL TET


212 LF, TYPE 5 GR

3,888 LF, TYPE 1 GR

STA. 627+62 TO STA.669+62 RT (MED)


1

3,988

162

SCALE :0

REVISION SHEET


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No. Sheets

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50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

638

+10

641

+00

EXIT 20

19

I-

BE

AM 3

EA.

635

+00

Ca

mp C

reek

ASPH

ASPH

ASPH

7

ASPH SHDLR

ASPH SHDLR

ASPH

STA. 630+00 TO STA. 645+00

SECTION 1




INSTALL TET


INSTALL STET


4,150 LF, TYPE 1 GR

STA. 627+62 TO STA.669+62 LT (MED)



INSTALL TET


212 LF, TYPE 5 GR

3,888 LF, TYPE 1 GR

STA. 627+62 TO STA.669+62 RT (MED)1

3,988

162

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342019

CONTRACT MGR-1-19

RALEIGH

MERCER

659

+00

EXIT 20

19

I-

BE

AM 3

EA.

648

+00

Charle

ston

Beckle

y

Ghent

77

27 8

1/4 M

ile

Ca

mp C

reek

650

+50

.50277

S

654

+25

INTERSTATE

8

I-

BE

AM 2

EA.

655

+00

ASPH

.5 0 2 77

N

654

+25

INTERSTATE

STA. 645+00 TO STA. 660+00

SECTION 1




INSTALL TET


INSTALL STET


4,150 LF, TYPE 1 GR

STA. 627+62 TO STA.669+62 LT (MED)



INSTALL TET


212 LF, TYPE 5 GR

3,888 LF, TYPE 1 GR

STA. 627+62 TO STA.669+62 RT (MED)1

3,988

162

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No. Sheets

TotalSheetFiscal

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50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

667

+00

EXIT 20

ST

AT

E P

AR

K

&

FO

RES

T

CA

MP

CR

EE

K

GU

TT

ER

RO

CK /

CO

NC

RE

TE

671

+25

670

+00

SB

669

+50

NB

TR

AFFIC

INF

O

CA

LL 511

9

I-

BE

AM 2

EA.

664

+00

I-

BE

AM 2

EA.

670

+50

ASPH

STA. 660+00 TO STA. 675+00

SECTION 1


+62TET

+98TET



INSTALL STET

STA. 847+10.5 RT (MED)

INSTALL THRIE BEAM TRANSITION

STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET


175 LF, THRIE BEAM GR

17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

15:1 TAPER15:1 TAPER

SEE NOTE 1

NOTE:

INSIDE PAVED SHOULDER.

1. END GUARDRAIL TAPER AT EXISTING WIDENED

SEE NOTE 1


+62(SEE NOTE 2)TO CAT 350 CONNECT TYPE 5 GR

+50(SEE NOTE 2)BEGIN TYPE 5 GREND TYPE I GR


+50(SEE NOTE 2)BEGIN TYPE I GREND TYPE 5 GR

ITEM 607001-001, TYPE I GUARDRAIL, L.F.

TYPE 5 GUARDRAIL AS NOTED SHALL BE PAID FOR AS

TANGENT END TERMINAL, EA.

TO BE INSTALLED AND PAID FOR AS ITEM 607066-001,

2. CAT 350 BY TRINITY HIGHWAY PRODUCTS, LLC OR EQUAL

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)





187.5 LF, THRIE BEAM GR

152 LF, TYPE 5 GR

17,223 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 LT (MED)


1

17,323

1

1

1

INSTALL TET


INSTALL STET


4,150 LF, TYPE 1 GR

STA. 627+62 TO STA.669+62 LT (MED)



INSTALL TET


212 LF, TYPE 5 GR

3,888 LF, TYPE 1 GR

STA. 627+62 TO STA.669+62 RT (MED)1

3,988

162

102

SCALE :0

REVISION SHEET


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No. Sheets

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342019

CONTRACT MGR-1-19

RALEIGH

MERCER

ASPH

ASPH



.012S

INTE

RST

ATE

77

.0

12 N

INTER

STATE

77

I-

BE

AM 2

EA.

680+50

ASPH

10

680

+60

680

+60

STA. 675+00 TO STA. 690+00

SECTION 1


INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

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342019

CONTRACT MGR-1-19

RALEIGH

MERCER

ASPH

ASPH

ASPH



704

+80

700

+00

11

STA. 690+00 TO STA. 705+00

SECTION 1


INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


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No. Sheets

TotalSheetFiscal

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342019

CONTRACT MGR-1-19

RALEIGH

MERCER

.512

S

.5 21

N

INTERSTATE

77

INTERSTATE

77

ASPH

ASPH SHLDR

ASPH SHLDR

707

+00

707

+00

12

STA. 705+00 TO STA. 720+00

SECTION 1




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

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0175348\12 - sta705.d

gn


IP_P

WP:d

0175348\12 - sta705.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

I-

BE

AM 2

EA.

720

+80

735

+00

.0 2 2

NIN

TERSTATE

77

.022

SIN

TERSTATE

77

1/2

MIL

E

55

MP

H

3/4 M

ILE

NE

XT

I-

BE

AM 2

EA.

725

+00

ASPH

ASPH SHLDR

ASPH SHLDR

ASPH

733

+56

733

+56

13

STA. 720+00 TO STA. 735+00

SECTION 1




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\13 - sta720.d

gn


IP_P

WP:d

0175348\13 - sta720.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

1 M

IL

E

55 M

PH

14

ASPH

ASPH

ASPH SHLDR

ASPH SHLDR

ASPH SHLDR

ASPH SHLDR

I-

BE

AM 2

EA.

741

+50

I-

BE

AM 2

EA.

744

+85

STA. 735+00 TO STA. 750+00

SECTION 1




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\14 - sta735.d

gn


IP_P

WP:d

0175348\14 - sta735.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

760

+05

.522SIN

TERSTA

TE

77

.5

2 2

NIN

TERSTA

TE

77

760

+00

760

+00

ASPH

ASPH

ASPH SHLDR

15

STA. 750+00 TO STA. 765+00

SECTION 1




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\15 - sta750.d

gn


IP_P

WP:d

0175348\15 - sta750.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

1 3/4

MI

NE

XT

774

+50

16

ASPH ASPH SHLDR

STA. 765+00 TO STA. 780+00

SECTION 1



GUARDRAILREMOVE EXISTING


+00TRANSITIONTHRIE BEAM

ASPH SHLDR

+62.5TRANSITIONTHRIE BEAM




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\16 - sta765.d

gn


IP_P

WP:d

0175348\16 - sta765.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

2 M

IL

ES

55 M

PH

.032

SIN

TERSTATE

77

.0 3 2

NIN

TERSTATE

77

17

766

+36

766

+36

I-

BE

AM 2

EA.

788

+80

ASPH SHLDR

ASPH SHLDR

ASPH

STA. 780+00 TO STA. 795+00

SECTION 1




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\17 - sta780.d

gn


IP_P

WP:d

0175348\17 - sta780.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

2 1/4

MI

NE

XT

X

X

X

18

I-

BE

AM 2

EA.

797

+75

ASPH

ASPH SHLDR

ASPH SHLDR

24" SP

GUTTER

CONC

ABANDONED

STA. 795+00 TO STA. 810+00

SECTION 1




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\18 - sta795.d

gn


IP_P

WP:d

0175348\18 - sta795.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

3 M

ILE

S

55 M

PH

821

+90

824

+85

.532

SIN

TERSTATE

77

.5 3 2

NIN

TERSTATE

77

19

812

+20

812

+20

ASPH

ASPH SHDLR

ASPH SHDLR

STA. 810+00 TO STA. 825+00

SECTION 1




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\19 - sta810.d

gn


IP_P

WP:d

0175348\19 - sta810.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

US

E L

OW

ER G

EA

R

NE

XT 3 M

IL

ES

5% G

RA

DE .042

SIN

TERSTATE

77

.0 4 2

NIN

TERSTATE

77

I-

BE

AM 2

EA.

833

+00

GUTTER

ROCK

DUMP

AB

AN

DO

NE

D

PI

PE

DROP INLET ABANDONEDPIPE ABANDONED

839

+30

30"

RC

P

GUTTER

CONC

839

+30

20

APSH

ASPH SHLDR

ASPH SHLDR

24" CMP

STA. 825+00 TO STA. 840+00

SECTION 1




INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\20 - sta825.d

gn


IP_P

WP:d

0175348\20 - sta825.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

847

+75

847

+05

849

+00

847

+75

847

+05

21

ASPH SHLDR

ASPH SHLDR

ASPH

STA. 840+00 TO STA. 855+00

SECTION 1

+10.5TET

+10.5STET





+75STET

+75TET

INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)


11,550

1

INSTALL STET

STA. 847+10.5 RT (MED)


STA. 767+62.5 RT (MED)


STA. 765+87.5 RT (MED)

INSTALL TET



17,437.5 LF, TYPE 1 GR

STA. 669+98 TO STA.847+10.5 RT (MED)

INSTALL TET

STA. 847+10.5 LT (MED)


STA. 768+87.5 LT (MED)






152 LF, TYPE 5 GR


STA. 669+98 TO STA.847+10.5 LT (MED)

17,323

1

102

100

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\21 - sta840.d

gn


IP_P

WP:d

0175348\21 - sta840.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

3 M

I

NE

XT

861

+50

856

+60

.542

SIN

TERSTATE

77

.5

4 2

NIN

TERSTATE

77

22

869

+00

869

+00

ASPH

ASPH SHLDR

ASPH SHLDR

STA. 855+00 TO STA. 870+00

SECTION 1




INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)

11,550

1

100

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\22 - sta855.d

gn


IP_P

WP:d

0175348\22 - sta855.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

884

+30

23

ASPH

ASPH SHLDR

ASPH SHLDR

STA. 870+00 TO STA. 885+00

SECTION 1




INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)

11,550

1

100

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\23 - sta870.d

gn


IP_P

WP:d

0175348\23 - sta870.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

TA

MA

RA

CK

20 M

IL

ES

EXIT 4

5

TH

EA

TE

R

AR

T G

AL

LE

RY

893

+50

.052

SIN

TERSTATE

77

.0 5 2

NIN

TERSTATE

77

24

892

+00

892

+00

ASPH

ASPH SHLDR

ASPH SHLDR

STA. 885+00 TO STA. 900+00

SECTION 1




INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)

11,550

1

100

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\24 - sta885.d

gn


IP_P

WP:d

0175348\24 - sta885.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

4

912

+00

910

+00

25

ASPH SHLDR

ASPH

ASPH SHLDR

STA. 900+00 TO STA. 915+00

SECTION 1




INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)

11,550

1

100

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\25 - sta900.d

gn


IP_P

WP:d

0175348\25 - sta900.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

.5 5 2

NIN

TERSTATE

77

.552

SIN

TERSTATE

77

26

919

+00

919

+00

ASPH

ASPH SHLDR

ASPH SHLDR

STA. 915+00 TO STA. 930+00

SECTION 1




INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)

11,550

1

100

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\26 - sta915.d

gn


IP_P

WP:d

0175348\26 - sta915.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\27 - sta930.d

gn


IP_P

WP:d

0175348\27 - sta930.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

941

+40

930

+25

ASPH SHLDR

ASPH

ASPH SHLDR

27

STA. 930+00 TO STA. 945+00

SECTION 1




INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)

11,550

1

100

.062

SIN

TERSTATE

77

.0 6 2

NIN

TERSTATE

77

945

+10

945

+10

ASPH SHLDR

ASPH

ASPH SHLDR

28

STA. 945+00 TO STA. 960+00

SECTION 1





INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)

11,550

1

100

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\28 - sta945.d

gn


IP_P

WP:d

0175348\28 - sta945.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

Ele

v. 3

252

Flat T

op

974

+10

967

+30

966

+75

964

+25

966

+75

967

+30

973

+60

.5 6 2

NIN

TERSTATE

77

ASPH

ASPH SHLDR

ASPH SHLDR

969

+00

SIGN

MESSAGE

ELECTRONIC

OVERHEAD

29

STA. 960+00 TO STA. 975+00

SECTION 1


+72TRANSITIONTHRIE BEAMGUARDRAIL

INSTALL TYPE I

GUARDRAILINSTALL TYPE I GUARDRAIL

REMOVE EXISTING

+50TET

+66TET



GUARDRAILINSTALL TYPE I




15:1 TAPER

15:1 TAPER

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

SEE NOTE 1

INSTALL STET

STA. 1073+63.5 RT (MED)

INSTALL TET


8,312.5 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+63.5 RT (MED)

15:1 TAPER

15:1 TAPER

GUARDRAIL

EXISTING

REMOVE

+00(SEE NOTE 2)END TYPE I GRBEGIN TYPE 5 GR



+50(SEE NOTE 2)BEGIN TYPE I GREND TYPE 5 GR

INSTALL TET

STA. 1073+55 LT (MED)







75 LF THRIE BEAM

184 LF, TYPE 5 GR

7,941 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+55 LT (MED)1

1

1

NOTE:

INSIDE PAVED SHOULDER.

1. END GUARDRAIL TAPER AT EXISTING WIDENED

ITEM 607001-001, TYPE I GUARDRAIL, L.F.

TYPE 5 GUARDRAIL AS NOTED SHALL BE PAID FOR AS

TANGENT END TERMINAL, EA.

TO BE INSTALLED AND PAID FOR AS ITEM 607066-001,

2. CAT 350 BY TRINITY HIGHWAY PRODUCTS, LLC OR EQUAL

1


INSTALL TET



STA. 964+09.5 LT (MED)


STA. 962+84.5 LT (MED)

INSTALL STET




STA. 847+75 TO STA. 966+50 LT (MED)







INSTALL TET



150 LF, TYPE 5 GR


STA. 847+75 TO STA. 966+50 RT (MED)

11,550

1

100

8,041

134

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\29 - sta960.d

gn


IP_P

WP:d

0175348\29 - sta960.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

Prin

ceton

18

982

+50

2 M

I

NE

XT

98

4+

60

30

STA. 975+00 TO STA. 990+00

SECTION 1





INSTALL STET

STA. 1073+63.5 RT (MED)

INSTALL TET


8,312.5 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+63.5 RT (MED)

INSTALL TET

STA. 1073+55 LT (MED)







75 LF THRIE BEAM

184 LF, TYPE 5 GR

7,941 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+55 LT (MED)1

8,041

134

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\30 - sta975.d

gn


IP_P

WP:d

0175348\30 - sta975.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

.072

SIN

TERSTATE

77

.0

7 2

NIN

TERSTATE

77

ST

AT

E P

OLIC

E

AS

SIS

TA

NC

E

RO

AD

SID

E

SP

*

TR

AFFIC

991

+50

1001

+00

1000

+10

1004

+00IN

FO

CA

LL 511

31

994

+90

997

+90

ASPH

ASPH SHLDR

ASPH SHLDR

STA. 990+00 TO STA. 1005+00

SECTION 1




INSTALL STET

STA. 1073+63.5 RT (MED)

INSTALL TET


8,312.5 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+63.5 RT (MED)

INSTALL TET

STA. 1073+55 LT (MED)







75 LF THRIE BEAM

184 LF, TYPE 5 GR

7,941 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+55 LT (MED)1

8,041

134

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\31 - sta990.d

gn


IP_P

WP:d

0175348\31 - sta990.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

EXIT 28

48

2 M

iles

Flat T

op

Ghent

I-

BE

AM 3

EA.

1040

+80

1038

+00

1007

+75

32

ASPH

ASPH

ASPH SHLDR

ASPH SHLDR

STA. 1005+00 TO STA. 1044+00

SECTION 1




INSTALL STET

STA. 1073+63.5 RT (MED)

INSTALL TET


8,312.5 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+63.5 RT (MED)

INSTALL TET

STA. 1073+55 LT (MED)







75 LF THRIE BEAM

184 LF, TYPE 5 GR

7,941 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+55 LT (MED)1

8,041

134

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\32 - sta1005.d

gn


IP_P

WP:d

0175348\32 - sta1005.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

2 1/2

MIL

ES

EZ

PA

SS

AC

CEP

TE

D

TO

LL P

LA

ZA

FO

OD

ATT

RA

CTIO

NS E

XIT 28

EXIT 28

LO

DGIN

G

INN

KNIG

HTS

RES

OR

T

SP

RIN

GS

GL

AD

E

10

59

+0

0

10

53

+0

0

10

45

+0

0

.572

SIN

TERSTATE

77

.5 7 2

NIN

TERSTATE

77

SKI R

ES

OR

T

WIN

TE

RPL

AC

E

GO

LF R

ES

OR

T

SP

RIN

GS

GL

AD

E

RES

OR

T

SP

RIN

GS

GL

AD

E

SU

BW

AY

1046

+10

1046

+10

33

STA. 1044+00 TO STA. 1060+00

SECTION 1




INSTALL STET

STA. 1073+63.5 RT (MED)

INSTALL TET


8,312.5 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+63.5 RT (MED)

INSTALL TET

STA. 1073+55 LT (MED)







75 LF THRIE BEAM

184 LF, TYPE 5 GR

7,941 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+55 LT (MED)1

8,041

134

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\33 - sta1044.d

gn


IP_P

WP:d

0175348\33 - sta1044.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

EZ

PA

SS

ON

LY

LA

NES

MA

RK

ED

ON

LY

TR

AN

SP

ON

DE

RS

NO

CA

SH

1 M

ile

1064

+80

EM

ER

GE

NC

Y

WV

TU

RN

PIK

E

DET

OU

R

D

1070

+80

1062

+90

1066

+90

1069

+75

1071

+10

Wythville,

Va.

Blu

efield

Ca

mp C

reek

59

349

.082

SIN

TERSTATE

77

.0 8 2

NIN

TERSTATE

77

MA

RA

TH

ON

34

1072

+72

1072

+72

STA. 1060+00 TO STA. 1075+00

SECTION 1



+55TET

+63.5STET

STA. 1073+63.5 NB

END MGR-1-19 CONTRACT


INSTALL STET

STA. 1073+63.5 RT (MED)

INSTALL TET


8,312.5 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+63.5 RT (MED)

INSTALL TET

STA. 1073+55 LT (MED)







75 LF THRIE BEAM

184 LF, TYPE 5 GR

7,941 LF, TYPE 1 GR

STA. 967+66 TO STA. 1073+55 LT (MED)1

8,041

134

SCALE :0

REVISION SHEET


YearCounty

No. Sheets

TotalSheetFiscal

IP_P

WP:d

0175348\34 - sta1060.d

gn


IP_P

WP:d

0175348\34 - sta1060.d

gn

Monday J

uly 01, 2019

Monday J

uly 01, 2019

HNTB CORPORATION


50 ft.

342019

CONTRACT MGR-1-19

RALEIGH

MERCER

WEST VIRGINIA PARKWAYS AUTHORITY...mx. hardware required. item 607001-001 consists of new guardrail...

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Transcript of WEST VIRGINIA PARKWAYS AUTHORITY...mx. hardware required. item 607001-001 consists of new guardrail...