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
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
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HNTB CORPORATION
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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YearCounty
No. Sheets
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HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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 ADDENDUM #1 MJC7-1-19
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
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YearCounty
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TotalSheetFiscal
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HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
+62STET
INSTALL TET
STA. 669+62 LT (MED)
INSTALL STET
STA. 627+62 LT (MED)
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
STA. 627+62 RT (MED)
212 LF, TYPE 5 GR
3,888 LF, TYPE 1 GR
STA. 627+62 TO STA.669+62 RT (MED)
1 ADDENDUM #1 MJC7-1-19
1
3,988
162
SCALE :0
REVISION SHEET
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No. Sheets
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HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 669+62 LT (MED)
INSTALL STET
STA. 627+62 LT (MED)
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
STA. 627+62 RT (MED)
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
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HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
50 ft.
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 669+62 LT (MED)
INSTALL STET
STA. 627+62 LT (MED)
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
STA. 627+62 RT (MED)
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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TotalSheetFiscal
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HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
+62TET
+98TET
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
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
TYPE I GUARDRAILINSTALL NEW
+62(SEE NOTE 2)TO CAT 350 CONNECT TYPE 5 GR
+50(SEE NOTE 2)BEGIN TYPE 5 GREND TYPE I GR
+98(SEE NOTE 2)TO CAT 350 CONNECT TYPE 5 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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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 ADDENDUM #1 MJC7-1-19
1
17,323
1
1
1
INSTALL TET
STA. 669+62 LT (MED)
INSTALL STET
STA. 627+62 LT (MED)
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
STA. 627+62 RT (MED)
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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uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
50 ft.
342019
CONTRACT MGR-1-19
RALEIGH
MERCER
ASPH
ASPH
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
.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
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\10 - sta675.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\10 - sta675.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
50 ft.
342019
CONTRACT MGR-1-19
RALEIGH
MERCER
ASPH
ASPH
ASPH
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
704
+80
700
+00
11
STA. 690+00 TO STA. 705+00
SECTION 1
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\11 - sta690.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\11 - sta690.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
50 ft.
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\12 - sta705.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\12 - sta705.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\13 - sta720.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\13 - sta720.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\14 - sta735.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\14 - sta735.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\15 - sta750.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\15 - sta750.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
GUARDRAILREMOVE EXISTING
GUARDRAILREMOVE EXISTING
+00TRANSITIONTHRIE BEAM
ASPH SHLDR
+62.5TRANSITIONTHRIE BEAM
+87.5TRANSITIONTHRIE BEAM
+87.5TRANSITIONTHRIE BEAM
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\16 - sta765.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\16 - sta765.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\17 - sta780.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\17 - sta780.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\18 - sta795.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\18 - sta795.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\19 - sta810.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\19 - sta810.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\20 - sta825.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\20 - sta825.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
+75STET
+75TET
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 RT (MED)
1 ADDENDUM #1 MJC7-1-19
11,550
1
INSTALL STET
STA. 847+10.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+62.5 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 765+87.5 RT (MED)
INSTALL TET
STA. 669+98 RT (MED)
175 LF, THRIE BEAM GR
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)
INSTALL THRIE BEAM TRANSITION
STA. 768+87.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 767+00 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 669+98 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)
17,323
1
102
100
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\21 - sta840.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\21 - sta840.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 RT (MED)
11,550
1
100
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\22 - sta855.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\22 - sta855.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 RT (MED)
11,550
1
100
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\23 - sta870.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\23 - sta870.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 RT (MED)
11,550
1
100
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\24 - sta885.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\24 - sta885.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 RT (MED)
11,550
1
100
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\25 - sta900.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\25 - sta900.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 RT (MED)
11,550
1
100
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\26 - sta915.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\26 - sta915.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
50 ft.
342019
CONTRACT MGR-1-19
RALEIGH
MERCER
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\27 - sta930.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\27 - sta930.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 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
TYPE I GUARDRAILINSTALL NEW
TYPE I GUARDRAILINSTALL NEW
GUARDRAILREMOVE EXISTING
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 RT (MED)
11,550
1
100
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\28 - sta945.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\28 - sta945.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
+47TRANSITIONTHRIE BEAM
+72TRANSITIONTHRIE BEAMGUARDRAIL
INSTALL TYPE I
GUARDRAILINSTALL TYPE I GUARDRAIL
REMOVE EXISTING
+50TET
+66TET
+73TRANSITIONTHRIE BEAM
GUARDRAILREMOVE EXISTING
GUARDRAILINSTALL TYPE I
GUARDRAILINSTALL TYPE I
+84.5TRANSITIONTHRIE BEAM
+09.5TRANSITIONTHRIE BEAM
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
STA. 967+66 RT (MED)
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)TO CAT 350 CONNECT TYPE 5 GR
+66(SEE NOTE 2)TO CAT 350 CONNECT TYPE 5 GR
+50(SEE NOTE 2)BEGIN TYPE I GREND TYPE 5 GR
INSTALL TET
STA. 1073+55 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 975+48 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 974+73 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 967+66 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
1 ADDENDUM #1 MJC7-1-19
INSTALL TET
STA. 966+50 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 964+09.5 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+84.5 LT (MED)
INSTALL STET
STA. 847+75 LT (MED)
125 LF, THRIE BEAM GR
11,650 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 966+50 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 963+72 RT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 962+47 RT (MED)
INSTALL TET
STA. 847+75 RT (MED)
125 LF, THRIE BEAM GR
150 LF, TYPE 5 GR
11,450 LF, TYPE 1 GR
STA. 847+75 TO STA. 966+50 RT (MED)
11,550
1
100
8,041
134
SCALE :0
REVISION SHEET
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\29 - sta960.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\29 - sta960.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
+48TRANSITIONTHRIE BEAM
GUARDRAILINSTALL TYPE I
GUARDRAILINSTALL TYPE I
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 967+66 RT (MED)
8,312.5 LF, TYPE 1 GR
STA. 967+66 TO STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 1073+55 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 975+48 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 974+73 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 967+66 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
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\30 - sta975.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\30 - sta975.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
GUARDRAILINSTALL TYPE I
GUARDRAILINSTALL TYPE I
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 967+66 RT (MED)
8,312.5 LF, TYPE 1 GR
STA. 967+66 TO STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 1073+55 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 975+48 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 974+73 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 967+66 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
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\31 - sta990.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\31 - sta990.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
GUARDRAILINSTALL TYPE I
GUARDRAILINSTALL TYPE I
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 967+66 RT (MED)
8,312.5 LF, TYPE 1 GR
STA. 967+66 TO STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 1073+55 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 975+48 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 974+73 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 967+66 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
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\32 - sta1005.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\32 - sta1005.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
GUARDRAILINSTALL TYPE I
GUARDRAILINSTALL TYPE I
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 967+66 RT (MED)
8,312.5 LF, TYPE 1 GR
STA. 967+66 TO STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 1073+55 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 975+48 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 974+73 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 967+66 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
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\33 - sta1044.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\33 - sta1044.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
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
GUARDRAILINSTALL TYPE I
GUARDRAILINSTALL TYPE I
+55TET
+63.5STET
STA. 1073+63.5 NB
END MGR-1-19 CONTRACT
1 ADDENDUM #1 MJC7-1-19
INSTALL STET
STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 967+66 RT (MED)
8,312.5 LF, TYPE 1 GR
STA. 967+66 TO STA. 1073+63.5 RT (MED)
INSTALL TET
STA. 1073+55 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 975+48 LT (MED)
INSTALL THRIE BEAM TRANSITION
STA. 974+73 LT (MED)
INSTALL CAT 350 (PAID AS TET)
STA. 967+66 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
NUMBER NUMBERDATE BYREVISION
YearCounty
No. Sheets
TotalSheetFiscal
IP_P
WP:d
0175348\34 - sta1060.d
gn
WEST VIRGINIA TURNPIKE
IP_P
WP:d
0175348\34 - sta1060.d
gn
Monday J
uly 01, 2019
Monday J
uly 01, 2019
HNTB CORPORATION
ENGINEERS ARCHITECTS PLANNERSNTB
50 ft.
342019
CONTRACT MGR-1-19
RALEIGH
MERCER