36C24519B0012-007.pdf

GS120

EROSION & SEDIMENT CONTROL (ESC) NOTES AND

DETAILS

A th re e i n c h e s o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t o n e h a lf i n c h o n e f o o t th re e e ig h th s i n c h o n e f o o t

BC

o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t

Seal:Revisions:

654321

B C

D

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320 F 704.321.0833

CONSTRUCTION DOCUMENTS 100%

DLK/BRPKWB

1 2 3 4 5 6

Drawing Title:

Drawing No.:Project Phase:

A B

C D

No. Description Date Office of Construction and

Facilities Management

CONSTRUCT PARKING

STRUCTURE

HDG PROJECT: 16013

CONSULTANTS: ARCHITECT / ENGINEERS:

Project Title:

Location:

Date:

LOUIS A. JOHNSON VAMC

MAY 14, 2018

Checked: Drawn:

Building Number:

Project Number:

540-320

WV ROUTE 98

WV R

OUTE 9

A t h r e e i n c h e s o n e f o o t t h r e e q u a r t e r s i n c h e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t

BC

o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t

Seal:

Revisions:

654321

B C

D

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320

F 704.321.0833

CONSTRUCTION DOCUMENTS 100%

DLK/BRPKWB

1 2 3 4 5 6

Drawing Title:

Drawing No.:Project Phase:

A B

C D

No.

Description

Date

Office of

Construction and

Facilities

Management

CONSTRUCT PARKING

STRUCTURE

HDG PROJECT: 16013

CONSULTANTS: ARCHITECT / ENGINEERS:

Project Title:

Location:

Date:

LOUIS A. JOHNSON VAMC

MAY 14, 2018

Checked: Drawn:

Building Number:

Project Number:

540-320

DLK

WV ROUTE 98 - EXISTING STRIPING PLAN

GS121

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CP#1

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SIGN

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SIGN

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LP

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SIGN

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POST

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POST

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SIGN

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MASONRY WALL

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TRAFFIC LIGHT POST ON CONCRETE PAD

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ELECTRIC BOX

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LP

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IG TOP EL. 966.50

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CURB

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GUTTER

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CURB

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GUTTER

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SIGN

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IG TOP EL. 966.31

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IG TOP EL. 966.84

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MASONRY WALL

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TRAFFIC LIGHT POST ON CONCRETE PAD

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CP#2

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UTILITY BOX

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ELECTRIC BOX ON CONCRETE PAD

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SIGN

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IG TOP EL. 966.36

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ASPHALT

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ASPHALT

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WEST VIRGINIA NORTH NAD 83

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LP

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LP

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ELECTRIC BOXES (2)

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ELECTRIC BOX

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ELECTRIC BOX

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AutoCAD SHX Text HIGHWAY BASELINE AS PER WVDOH PROPERTY MAP FOR STATE PROJECT NO. S317-98-4.0600 PREPARED BY FOX ENGINEERING, PLLC.

AutoCAD SHX Text APPROXIMATE LIMITS OF WV ROUTE 98 RIGHT OF WAY AS PER AS PER WVDOH PROPERTY MAP FOR STATE PROJECT NO. S317-98-4.0600 PREPARED BY FOX ENGINEERING, PLLC. PROPERTY LINES/RIGHT OF WAYS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND DO NOT CONSTITUTE ACTUAL FIELD INSTRUMENT SURVEYS.

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STABILIZED

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SIGN

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IG TOP EL. 966.36

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SIGN

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SIGN

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HEADWALL

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HEADWALL

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SIGN

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SIGN

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SIGN

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CURB GUTTER

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IG TOP EL. 982.43

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CP#3

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SIGN

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SIGN

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SIGN

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IG TOP EL. 983.06

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UP#1118232

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3" STEEL VERTICAL PIPE

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SIGN

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RETAINING WALL

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SIGN

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POST

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POST

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POST

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SIGN

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GUY WIRE

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TELECOMM MH TOP EL. 983.52

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EMH TOP EL. 983.54

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EMH TOP EL. 983.56

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GAS MARKER

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UP#1R6087

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UP#1280

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CURB GUTTER

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UP#1280

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IG TOP EL. 983.21

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SIGN

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GV

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GUY WIRE

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UP#1075083

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3" STEEL VERTICAL PIPE

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SIGN

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RETAINING WALL

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BRIDGE

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ASPHALT

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ASPHALT

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ASPHALT

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LP

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC BOX

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BRICK BUILDING DOMINION HOPE

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GRAPHIC SCALE

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RIP-RAP

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``SIGNAL AHEAD'' SIGN

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WEST VIRGINIA NORTH NAD 83

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MATCHLINE - SEE BELOW

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MATCHLINE - SEE ABOVE

WV ROUTE 98

WV R

OUTE 9

8ONLY

A t h r e e i n c h e e f o o t t h r e e q u a r t e r s i n c e f o o t o n e i n c e f o o t o n e a n d o n e h a l f i n c h e e f o o t o n e h a l f i n c e f o o t t h r e e e i g h t h s i n c e f o o t

BC

o n e e i g h t h i n c e f o o t o n e q u a r t e r i n c e f o o t

Seal:

Revisions:

654321

B C

D

8016 TOWER POINT DRIVE

CHARLOTTE, NC 28227

P 704.814.1320

F 704.321.0833

CONSTRUCTION DOCUMENTS 100%

DLK/BRPKWB

1 2 3 4 5 6

Drawing Title:

Drawing No.:Project Phase:

A B

C D

No.

Description

Date

Office of

Construction and

Facilities

Management

CONSTRUCT PARKING

STRUCTURE

HDG PROJECT: 16013

CONSULTANTS: ARCHITECT / ENGINEERS:

Project Title:

Location:

Date:

LOUIS A. JOHNSON VAMC

MAY 14, 2018

Checked: Drawn:

Building Number:

Project Number:

540-320

WV ROUTE 98 - TEMPORARY STRIPING PLAN

DLK

GS122

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CP#1

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SIGN

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SIGN

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SIGN

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LP

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SIGN

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POST

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POST

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SIGN

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MASONRY WALL

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TRAFFIC LIGHT POST ON CONCRETE PAD

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ELECTRIC BOX

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LP

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IG TOP EL. 966.50

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CURB

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GUTTER

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CURB

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GUTTER

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SIGN

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IG TOP EL. 966.31

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IG TOP EL. 966.84

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MASONRY WALL

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TRAFFIC LIGHT POST ON CONCRETE PAD

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STABILIZED

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CP#2

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UTILITY BOX

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ELECTRIC BOX ON CONCRETE PAD

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SIGN

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SIGN

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IG TOP EL. 966.36

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ASPHALT

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ASPHALT

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WEST VIRGINIA NORTH NAD 83

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LP

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LP

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ELECTRIC BOXES (2)

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ELECTRIC BOX

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ELECTRIC BOX

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``SIGNAL AHEAD'' SIGN

AutoCAD SHX Text PROVIDE TEMPORARY BARRIER WITH DIRECTIONAL SIGNAGE TO NEW TEMPORARY ENTRANCE. CONTRACTOR IS RESPONSIBLE FOR FURNISHING TEMPORARY BARRIER AND SIGNAGE UPON CONSULTATION WITH THE CONTRACTING OFFICER'S REPRESENTATIVE. SEE CONSTRUCTION DRAWINGS.

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``LANE SHIFT AHEAD'' SIGN

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4" SOLID WHITE LINE

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4" SOLID WHITE LINE

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EXISTING 4" SOLID WHITE LINE TO REMAIN EXCEPT WHERE INDICATED

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PROPOSED RESTRIPING

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EXISTING STRIPING TO REMAIN

AutoCAD SHX Text MOUNT ``LANE SHIFT AHEAD'' SIGN BELOW EXISTING ``SIGNAL AHEAD'' SIGN. "NEW SIGNAL" PLAQUE, FLAGS AND TYPE B FLASHERS FLASHERS WITH REMOTE BATTERY CASE TO BE INSTALLED SEVEN (7) CALENDAR DAYS BEFORE ACTIVATION OF NEW SIGNAL

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AutoCAD SHX Text HIGHWAY BASELINE AS PER WVDOH PROPERTY MAP FOR STATE PROJECT NO. S317-98-4.0600 PREPARED BY FOX ENGINEERING, PLLC.

AutoCAD SHX Text APPROXIMATE LIMITS OF WV ROUTE 98 RIGHT OF WAY AS PER AS PER WVDOH PROPERTY MAP FOR STATE PROJECT NO. S317-98-4.0600 PREPARED BY FOX ENGINEERING, PLLC. PROPERTY LINES/RIGHT OF WAYS ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY AND DO NOT CONSTITUTE ACTUAL FIELD INSTRUMENT SURVEYS.

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STA 26+52.04 - BEGIN ROAD RESTRIPING

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STA 26+66.09, LT. 12.02'

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STA 27+87.48, LT. 1.51'

AutoCAD SHX Text EXISTING TRAFFIC CONTROL SIGNAL TO BE TEMPORARILY REMOVED FROM SERVICE DURING CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH WVDOH STANDARDS. CONTRACTOR IS TO RESTORE EXISTING TRAFFIC SIGNAL SERVICE UPON THE COMPLETION OF CONSTRUCTION.

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STABILIZED

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SIGN

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IG TOP EL. 966.36

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SIGN

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SIGN

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HEADWALL

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HEADWALL

AutoCAD SHX Text .5"x.5" CONCRETE MONUMENT

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SIGN

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SIGN

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SIGN

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CURB GUTTER

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IG TOP EL. 982.43

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CP#3

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SIGN

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SIGN

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SIGN

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IG TOP EL. 983.06

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UP#1118232

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3" STEEL VERTICAL PIPE

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SIGN

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RETAINING WALL

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SIGN

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RIP-RAP

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POST

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POST

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POST

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SIGN

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GUY WIRE

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TELECOMM MH TOP EL. 983.52

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EMH TOP EL. 983.54

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EMH TOP EL. 983.56

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GAS MARKER

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UP#1R6087

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UP#1280

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CURB GUTTER

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UP#1280

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IG TOP EL. 983.21

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SIGN

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GV

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GUY WIRE

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UP#1075083

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3" STEEL VERTICAL PIPE

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SIGN

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RETAINING WALL

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BRIDGE

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ASPHALT

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ASPHALT

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ASPHALT

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LP

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LP

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LP

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LP

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC BOX

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ELECTRIC BOX

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BRICK BUILDING DOMINION HOPE

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GRAPHIC SCALE

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``SIGNAL AHEAD'' SIGN

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WEST VIRGINIA NORTH NAD 83

AutoCAD SHX Text MOUNT ``LANE SHIFT AHEAD'' SIGN BELOW EXISTING ``SIGNAL AHEAD'' SIGN. "NEW SIGNAL" PLAQUE, FLAGS AND TYPE B FLASHERS WITH REMOTE FLASHERS WITH REMOTE BATTERY CASE TO BE INSTALLED SEVEN (7) CALENDAR DAYS BEFORE ACTIVATION OF NEW SIGNAL

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24" WIDE STOP BAR

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4" DOUBLE YELLOW SOLID LINE

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4" SOLID WHITE LINE

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REMOVE 30'± OFEXISTING WHITE STRIPING

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52' OF EXISTING 4" SOLID WHITE LINE TO REMAIN

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PROPOSED RESTRIPING

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EXISTING STRIPING TO REMAIN

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EXISTING 4" SOLID WHITE LINE TO REMAIN EXCEPT WHERE INDICATED

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24" WIDE STOP BAR

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REMOVE ENTIRE LENGTH OF EXISTING GUARDRAIL FOR PAVEMENT WIDENING

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STA 35+12.16 - BEGIN ROAD RESTRIPING

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STA 31+24.09, RT. 31.64' BEGIN GUARDRAIL FLARED END PARABOLIC TERMINAL SECTION

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STA 31+19.09, RT. 25.62' BEGIN ROAD WIDENING

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STA 33+27.49, RT. 27.41' END GUARDRAIL AND PROVIDE TANGENT END IMPACT HEAD

AutoCAD SHX Text STA 31+50.09, RT. 27.32' END GUARDRAIL FLARED END PARABOLIC TERMINAL SECTION. BEGIN STANDARD STRAIGHT GUARDRAIL ELEMENT

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STA 33+27.49, RT. 25.41' END ROAD WIDENING

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STA 30+65.61, RT. 24.15'

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STA 30+92.37, RT. 2.45'

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STA 31+40.41, RT. 11.20'

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STA 32+83.44, LT. 10.36'

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STA 33+13.58, LT. 10.67'

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STA 33+91.18, RT. 1.00'

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STA 34+45.17, RT. 23.44'

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TWO (2) SINGLE HEAD TRAFFIC SIGNALS (RED, YELLOW AND GREEN BALLS)

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ONE (1) SINGLE HEAD TRAFFIC SIGNAL (RED, YELLOW AND GREEN BALLS)

AutoCAD SHX Text ONE (1) CLUSTERED FIVE SIGNAL HEAD TRAFFIC SIGNAL (YELLOW AND GREEN ARROWS ON LEFT SIDE, RED, YELLOW AND GREEN BALLS ON RIGHT SIDE)

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GALVANIZED STEEL SIGNAL MAST AND ARMS. SEE TRAFFIC SIGNAL NOTES ON THIS SHEET.

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PAINTED RIGHT TURN ARROW (TYP.)

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PAINTED LEFT TURN ARROW (TYP.)

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PAINTED STRAIGHT ARROW (TYP.)

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ONE (1) SINGLE HEAD TRAFFIC SIGNAL (RED, YELLOW AND GREEN BALLS)

AutoCAD SHX Text BASE MOUNTED SIGNAL CONTROLLER CABINET AND CONCRETE PAD. SEE ELECTRICAL PLAN FOR TEMPORARY POWER CONNECTION.

MAINTAIN EXISTING CROSS SLOPES

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SEE STEPPING DETAIL

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STEPPING DETAIL

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LEGEND

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- EXISTING PAVEMENT SECTIONEXISTING PAVEMENT SECTION

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- SUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 64S-22, 9.5mm MIX, 1 1/2" DEPTH, SRL-LSUPERPAVE ASPHALT MIXTURE DESIGN, HMA WEARING COURSE, PG 64S-22, 9.5mm MIX, 1 1/2" DEPTH, SRL-L

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- SUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 64S-22, 4 1/2" DEPTHSUPERPAVE ASPHALT MIXTURE DESIGN, HMA BASE COURSE, PG 64S-22, 4 1/2" DEPTH

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- AGGREGATE BASE COURSE, CLASS 8, 8" DEPTHAGGREGATE BASE COURSE, CLASS 8, 8" DEPTH

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- 6" TOPSOIL. APPLY SEED MIXTURE AND STABILIZATION MATTING IMMEDIATELY UPON REACHING FINAL GRADE6" TOPSOIL. APPLY SEED MIXTURE AND STABILIZATION MATTING IMMEDIATELY UPON REACHING FINAL GRADE

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- GUARDRAIL GUARDRAIL

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2:1 FILL SLOPE TO EXISTING GRADE

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- SAWCUT 1' FROM EDGE OF EXISTING PAVEMENT AND STEP DOWN EXISTING PAVEMENT AS INDICATED. UPON SAWCUT 1' FROM EDGE OF EXISTING PAVEMENT AND STEP DOWN EXISTING PAVEMENT AS INDICATED. UPON CONSTRUCTION OF FULL DEPTH PAVEMENT, SEAL SEAM WITH PG64S-22 ASPHALT EMULSION

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- STABILIZE FILL SLOPE IMMEDIATELY UPON REACHING FINAL GRADE WITH EROSION CONTROL STABILIZE FILL SLOPE IMMEDIATELY UPON REACHING FINAL GRADE WITH EROSION CONTROL MATTING AND APPROPRIATE SEED MIXTURE AND AMENDMENTS

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PAVEMENT WIDENING DETAIL

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NTS

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MATCHLINE - SEE BELOW

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MATCHLINE - SEE ABOVE

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1. ALL WORK PERFORMED IN THE WV ROUTE 98 RIGHT-OF-WAY SHALL BE PERFORMED IN ALL WORK PERFORMED IN THE WV ROUTE 98 RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH WVDOH TRAFFIC PAVEMENT MARKING DETAILS AND ALL OTHER APPLICABLE WVDOH STANDARDS AND SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. 2. ALL EXISTING PAVEMENT MARKINGS SHALL BE OBLITERATED BETWEEN THE LIMITS SHOWN ON ALL EXISTING PAVEMENT MARKINGS SHALL BE OBLITERATED BETWEEN THE LIMITS SHOWN ON THIS PLAN. 3. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE PAVEMENT MARKINGS SHOWN ON THIS UPON COMPLETION OF CONSTRUCTION ACTIVITIES, THE PAVEMENT MARKINGS SHOWN ON THIS PLAN ARE TO BE REMOVED AND ORIGINAL LINES ARE TO BE REPLACED. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING WVDOH PRIOR TO BEGINNING RESTRIPING CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING WVDOH PRIOR TO BEGINNING RESTRIPING ACTIVITIES. TRAFFIC CONTROL AND MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH ALL WVDOH STANDARDS, SPECIFICATIONS AND DETAILS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

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%%UROAD RESTRIPING NOTES:

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1. ALL WORK PERFORMED IN THE WV ROUTE 98 RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE ALL WORK PERFORMED IN THE WV ROUTE 98 RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH ANY AND ALL APPLICABLE WVDOH STANDARDS, DETAILS, SPECIFICATIONS AND TRAFFIC ENGINEERING DIRECTIVES FOR HIGHWAY CONSTRUCTION AND INSTALLATION OF TRAFFIC SIGNALS. STANDARD DETAILS RELATING TO THE CONSTRUCTION OF THE SIGNAL CAN BE FOUND IN THE WVDOH STANDARD DETAILS BOOK, VOLUME II (SIGNING, SIGNALS, LIGHTING AND MARKING). THE INSTALLATION OF THE SIGNAL SHALL ALSO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD) REQUIREMENTS AND SPECIFICATIONS. 2. THE CONTRACTOR SHALL NOTIFY THE WV811 (ONE CALL) SYSTEM AT (800) 245-4848 AT LEAST TWO THE CONTRACTOR SHALL NOTIFY THE WV811 (ONE CALL) SYSTEM AT (800) 245-4848 AT LEAST TWO (2) BUSINESS DAYS PRIOR TO ANY EARTH DISTURBANCE ACTIVITY. 3. THE CONTRACTOR IS ADVISED OF THE POTENTIAL EXISTENCE OF UNDERGROUND WATERLINES, SANITARY THE CONTRACTOR IS ADVISED OF THE POTENTIAL EXISTENCE OF UNDERGROUND WATERLINES, SANITARY SEWERS, GAS LINES AND SERVICE LINES, ELECTRIC, TELEPHONE AND OTHER UTILITIES. THE HORIZONTAL AND VERTICAL ALIGNMENTS, IF ANY, SHOWN ON THIS PLAN ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS ADVISED THAT PRIOR TO ANY CONSTRUCTION, THEY SHALL PERFORM EXPLORATORY EXCAVATIONS TO DETERMINE SAID LOCATIONS OF EXISTING UTILITIES. IF CONFLICTS OCCUR WITH EXISTING UTILITIES AND THE PROPOSED SCOPE INDICATED ON THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY OF SAID CONFLICTS TO RESOLVE THE CONFLICT. IN ADDITION, THE CONTRACTOR SHALL REPAIR ALL UTILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF THE CONTRACTING OFFICER REPRESENTATIVE AND UTILITY OWNER. THE CONTRACTOR SHALL INSURE THE MAINTENANCE OF ALL UTILITY SERVICES AND LIMIT SHUTDOWNS, IF REQUIRED AND APPROVED BY THE UTILITY OWNER, TO A MINIMUM. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING WVDOH PRIOR TO BEGINNING ANY WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING WVDOH PRIOR TO BEGINNING ANY WORK ASSOCIATED WITH THE INSTALLATION OF THE TRAFFIC CONTROL SIGNAL OR REMOVAL OF THE EXISTING SIGNAL FROM SERVICE. WHEN TRAFFIC SIGNALS ARE INSTALLED AT AN INTERSECTION FOR THE FIRST TIME, THE TRAFFIC SIGNALS MUST BE PLACED ON FLASH SEVEN (7) CALENDAR DAYS PRIOR TO FULL ACTIVATION OF THE TRAFFIC SIGNALs. 5. THE TRAFFIC SIGNAL AND ANY ASSOCIATED INFORMATION SHOWN ON THIS PLAN AND INDICATED IN THE TRAFFIC SIGNAL AND ANY ASSOCIATED INFORMATION SHOWN ON THIS PLAN AND INDICATED IN THESE NOTES IS FOR INFORMATIONAL PURPOSES ONLY. PRIOR TO CONSTRUCTION OF THE TRAFFIC SIGNAL OR ORDERING OF MATERIALS FOR SAID SIGNAL, THE CONTRACTOR SHALL OBTAIN THE SERVICES OF A DEDICATED TRAFFIC CONSULTANT AND COORDINATE WITH WVDOT DISTRICT 4 AT (304) 842-1500 TO DETERMINE THE FULL REQUIREMENTS FOR SIGNALIZATION, INCLUDING, BUT LIMITED TO, SIGNAL HEADS, DETECTOR CONTROLS, MAST AND MAST ARMS, TEMPORARY AND PERMANENT POWER SUPPLY AND TEMPORARY DEACTIVATION AND REACTIVATION OF THE EXISTING SIGNAL.

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%%UTRAFFIC SIGNAL NOTES:

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1. ALL WORK PERFORMED IN THE WV ROUTE 98 RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE ALL WORK PERFORMED IN THE WV ROUTE 98 RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH ANY AND ALL APPLICABLE WVDOH STANDARDS, DETAILS, SPECIFICATIONS AND TRAFFIC ENGINEERING DIRECTIVES FOR HIGHWAY CONSTRUCTION. STANDARD DETAILS RELATING TO THE CONSTRUCTION OF THE PROPOSED GUARDRAIL CAN BE FOUND IN THE WVDOH STANDARD DETAILS BOOK, VOLUME I (DRAINAGE, GUARDRAIL, PAVEMENT, FENCE, MARKERS AND MAILBOX). PAVEMENT MATERIALS AND CONSTRUCTION SHALL CONSTRUCTED IN ACCORDANCE WITH THE WVDOH STANDARDS AND SPECIFICATIONS FOR ROADS AND BRIDGES. 2. THE CONTRACTOR SHALL NOTIFY THE WV811 (ONE CALL) SYSTEM AT (800) 245-4848 AT LEAST THE CONTRACTOR SHALL NOTIFY THE WV811 (ONE CALL) SYSTEM AT (800) 245-4848 AT LEAST TWO (2) BUSINESS DAYS PRIOR TO ANY EARTH DISTURBANCE ACTIVITY. 3. THE CONTRACTOR IS ADVISED OF THE POTENTIAL EXISTENCE OF UNDERGROUND WATERLINES, THE CONTRACTOR IS ADVISED OF THE POTENTIAL EXISTENCE OF UNDERGROUND WATERLINES, SANITARY SEWERS, GAS LINES AND SERVICE LINES, ELECTRIC, TELEPHONE AND OTHER UTILITIES. THE HORIZONTAL AND VERTICAL ALIGNMENTS, IF ANY, SHOWN ON THIS PLAN ARE FOR INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR IS ADVISED THAT PRIOR TO ANY CONSTRUCTION, THEY SHALL PERFORM EXPLORATORY EXCAVATIONS TO DETERMINE SAID LOCATIONS OF EXISTING UTILITIES. IF CONFLICTS OCCUR WITH EXISTING UTILITIES AND THE PROPOSED SCOPE INDICATED ON THESE PLANS, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER REPRESENTATIVE IMMEDIATELY OF SAID CONFLICTS TO RESOLVE THE CONFLICT. IN ADDITION, THE CONTRACTOR SHALL REPAIR ALL UTILITIES DAMAGED DURING THE COURSE OF CONSTRUCTION TO THE SATISFACTION OF THE CONTRACTING OFFICER REPRESENTATIVE AND UTILITY OWNER. THE CONTRACTOR SHALL INSURE THE MAINTENANCE OF ALL UTILITY SERVICES AND LIMIT SHUTDOWNS, IF REQUIRED AND APPROVED BY THE UTILITY OWNER, TO A MINIMUM. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING WVDOH PRIOR TO BEGINNING ANY WORK THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING WVDOH PRIOR TO BEGINNING ANY WORK ASSOCIATED WITH THE INSTALLATION OF THE GUARDRAIL OR PAVEMENT WIDENING. TRAFFIC CONTROL AND MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH ALL WVDOH STANDARDS, SPECIFICATIONS AND DETAILS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

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%%UPAVEMENT AND GUARDRAIL NOTES:

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1. ALL WORK PERFORMED IN THE WV ROUTE 98 RIGHT-OF-WAY SHALL BE PERFORMED IN ALL WORK PERFORMED IN THE WV ROUTE 98 RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH ANY AND ALL APPLICABLE WVDOH STANDARDS, DETAILS, SPECIFICATIONS AND TRAFFIC ENGINEERING DIRECTIVES FOR HIGHWAY CONSTRUCTION FOR INSTALLATION OF SIGNANGE. STANDARD DETAILS RELATING TO THE CONSTRUCTION OF ANY SIGN INDICATED ON THIS PLAN CAN BE FOUND IN THE WVDOH STANDARD DETAILS BOOK, VOLUME II (SIGNING, SIGNALS, LIGHTING AND MARKING). THE INSTALLATION OF SIGNS SHALL ALSO BE PERFORMED IN ACCORDANCE WITH ANY MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE (MUTCD) REQUIREMENTS AND SPECIFICATIONS. 2. UPON COMPLETION OF CONSTRUCTION ACTIVITIES, ANY SIGN INSTALLED DURING THE UPON COMPLETION OF CONSTRUCTION ACTIVITIES, ANY SIGN INSTALLED DURING THE CONSTRUCTION PERIOD SHALL BE REMOVED UPON THE APPROVAL OF WVDOH TO REMOVE THESE SIGNS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING WVDOH PRIOR TO INSTALLING OR CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING WVDOH PRIOR TO INSTALLING OR REMOVING ANY SIGN TRAFFIC CONTROL AND MAINTENANCE OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH ALL WVDOH STANDARDS, SPECIFICATIONS AND DETAILS AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

%%USIGNAGE NOTES: