1-SR88 Kings School Construction Plans.pdf
PDF 8 MB Posted
- Solicitation number
- Not on record
- Issued by
- Allegheny County, Pennsylvania
About this file
This is a Highway Occupancy Permit Plan and construction plan document prepared by The Gateway Engineers, Inc. for the Municipality of Bethel Park in Allegheny County, Pennsylvania, involving improvements to State Route 0088 (Library Road) and Kings School Road. The project encompasses local road improvements including the widening of Kings School Road for an auxiliary right turn lane, with work activities spanning from station 493+50.00 to station 499+00.00 on SR 0088 and Kings School Road. Construction activities include removal of existing pavement, curbing, and pavement markings; full-depth widening; unclassified bulk excavation and fine grading; adjustment of existing utilities including utility pole relocation; placement of new bituminous pavement and bituminous mill and overlay; traffic signal modifications; driveway adjustments; installation of new ADA ramps, sidewalk, and curb; sign removal and replacement; line stripping; and storm sewer installation. A mandatory pre-bid meeting is scheduled for Tuesday, April 21, 2026, at 11:00 a.m. at the corner of Kings School Road and SR 0088, with attendance required for bid consideration. Sealed proposals will be received via PennBid until 11:00 a.m. prevailing time on Thursday, May 14, 2026.
Contractors must comply with Pennsylvania Department of Transportation requirements and prevailing wage standards. Performance and Labor and Material Payment Bonds, Public Liability and Property Damage Certificates of Insurance in specified amounts, and Certificates of Workman's Compensation must be filed with the executed agreement. The project requires coordination with multiple utility providers including Pennsylvania Electric Company, Peoples Natural Gas Company LLC, Verizon Pennsylvania LLC, Pennsylvania American Water, and the Municipality of Bethel Park. Contractors must notify the Regional Traffic Management Center at 412-429-6030 at least 15 minutes prior to and immediately after any road restrictions, notify the district permit office at least three days prior to work start, and provide the Roadway Network Assessment (RNA) form 21 days before commencing work. Property owners and businesses must be notified 10 days in advance of driveway restrictions. All construction documents, drawings, specifications, and bidding information are available at no cost on the PennBid website (www.PennBid.net).
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R
REGISTERED
O
MMONWEALTH
PROFESSIONAL
P
E N N S Y L V A N
I A
C
O F
ENGINEER
PE074259
MICHAEL J. HABERMAN
AutoCAD SHX Text 4/9/2026
AutoCAD SHX Text 493+50.00
AutoCAD SHX Text 499+00.00
AutoCAD SHX Text 480.89
AutoCAD SHX Text 0.091
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ALLEGHENY
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BETHEL PARK
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AutoCAD SHX Text 20252874705 20260950291
AutoCAD SHX Text P.E.-074259
AutoCAD SHX Text SR 0088 (LIBRARY ROAD)0088 (LIBRARY ROAD) (LIBRARY ROAD)(LIBRARY ROAD)LIBRARY ROAD))
AutoCAD SHX Text BETHEL PARK, ALLEGHENY COUNTY, PENNSYLVANIA, ALLEGHENY COUNTY, PENNSYLVANIA ALLEGHENY COUNTY, PENNSYLVANIAALLEGHENY COUNTY, PENNSYLVANIA COUNTY, PENNSYLVANIA, PENNSYLVANIA
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EPS APPLICATION #389660
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MUNICIPALITY OF BETHEL PARK 5100 W LIBRARY AVE BETHEL PARK, PA 15102
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LOCATION MAP SCALE: 1" = 1000'1" = 1000'
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PROJECT LOCATION
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LIMITED ACCESS HIGHWAY
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STATE ROUTE AND NUMBER
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STATE MAINTAINED BRIDGE ON TOWNSHIP ROAD
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TOWNSHIP ROAD, NAME AND SEGMENT LENGTH IN MILES
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IMPASSABLE TOWNSHIP ROAD
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TURNBACK TOWNSHIP ROAD
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OTHER ROAD
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LEGEND
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RAILROAD (IN SERVICE)
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RAILROAD ABANDONED (TRACK RETAINED)
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STATE BOUNDARY
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COUNTY BOUNDARY
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TOWNSHIP BOUNDARY
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CITY OR BOROUGH BOUNDARY
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RIVERS/STREAMS
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MUNICIPAL BUILDING
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SPLIT MILEAGE BETWEEN MUNICIPALITIES
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LIST OF PUBLIC UTILITIES
AutoCAD SHX Text PENNSYLVANIA ELECTRIC CO. 21 SOUTH MAIN STREET AKRON, OH 44308 CONTACT: MELLYSSA ADAMS PHONE: 330-604-4073
AutoCAD SHX Text PEOPLES NATURAL GAS COMPANY LLC 375 NORTH SHORT DRIVE PITTSBURGH, PA 15212 CONTACT: TODD COEN PHONE: 412-258-4415
AutoCAD SHX Text VERIZON PENNSYLVANIA LLC 1050 VIRGINIA AVENUE FORT WASHINGTON, PA 19034 CONTACT: VICTOR WOOD PHONE: 212-395-1000
AutoCAD SHX Text BETHEL PARK MUNICIPALITY 5100 WEST LIBERTY AVENUE BETHEL PARK, PA CONTACT: SUSAN DOLINAR PHONE: 412-831-6800 X301
AutoCAD SHX Text PENNSYLVANIA AMERICAN WATER 500 NOBLESTOWN ROAD CARNEGIE, PA 15106 CONTACT: LUCIAN CAPPETTA PHONE: 412-401-1871
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AutoCAD SHX Text Path & Filename=G:\Projects\90000 Bethel Park\90056 SR 88 & Kings School Grants and ROW\-0002 CACI\Dwg\02-Sheet\90056-0002_Construction Plans.dwgG:\Projects\90000 Bethel Park\90056 SR 88 & Kings School Grants and ROW\-0002 CACI\Dwg\02-Sheet\90056-0002_Construction Plans.dwg
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REGISTERED PROFESSIONAL
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ENGINEER
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P.E. NUMBER
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DATE
AutoCAD SHX Text PREPARED BY: THE GATEWAY ENGINEERS, INC 100 McMORRIS ROAD PITTSBURGH, PA 15205
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DISTRICT
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COUNTY
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TOWNSHIP
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CITY
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ROUTE
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SECTION
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TOTAL SHEETS
AutoCAD SHX Text THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
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HIGHWAY OCCUPANCY PERMIT PLAN
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FOR
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%%UPREPARED FOR%%U:
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FROM STA.
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TO STA.
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LENGTH
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FT.
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MI.
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FROM SEG.
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OFFSET
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TO SEG.
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LOCAL ROAD IMPROVEMENTS
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TRAFFIC SIGNAL CONSTRUCTION PLAN - 3 SHEETS
REGISTERED
O
MMONWEALTH
PROFESSIONAL
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E N N S Y L V A N
I A
C
O F
ENGINEER
PE074259
MICHAEL J. HABERMAN
A F U L L - S E R V I C E C I V I L E N G I N E E R I N G F I R M
WWW.GATEWAYENGINEERS.COM | PITTSBURGH & BUTLER, PA | 1-855-634-9284Serial No.
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1-800-242-1776 20252874705 20260950291
AutoCAD SHX Text Path & Filename=G:\Projects\90000 Bethel Park\90056 SR 88 & Kings School Grants and ROW\-0002 CACI\Dwg\02-Sheet\90056-0002_Construction Plans.dwgG:\Projects\90000 Bethel Park\90056 SR 88 & Kings School Grants and ROW\-0002 CACI\Dwg\02-Sheet\90056-0002_Construction Plans.dwg
AutoCAD SHX Text Plot Date=4/9/2026 1:42 PM Shawn M. Pritchard 4/9/2026 1:42 PM Shawn M. Pritchard Shawn M. Pritchard Shawn M. Pritchard
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DISTRICT
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SHEET
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COUNTY
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SECTION
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ROUTE
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AutoCAD SHX Text THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
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MUNICIPALITY OF BETHEL PARK
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ALLEGHENY
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DEMOLITION PLAN
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SR 0088 (LIBRARY ROAD) & KINGS SCHOOL ROAD
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CONC. SIDEWALK
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LEGAL R/W
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LEGAL R/W
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LEGAL R/W
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KINGS SCHOOL ROAD POSTED 25 MPH25 MPH MPH
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EXISTING SIDEWALK TO BE REMOVED
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EXISTING CONC. CURB TO BE REMOVED
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EXISTING CONC. CURB TO BE REMOVED
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EXISTING PAVEMENT MARKINGS TO BE ERADICATED
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EXISTING ADA RAMP TO BE REMOVED
AutoCAD SHX Text SR 0088 (LIBRARY ROAD) 0088 (LIBRARY ROAD) (LIBRARY ROAD) LIBRARY ROAD) ) POSTED 35 MPH35 MPH MPH
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SAWCUT LIMITS OF REMOVAL
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SAWCUT LIMITS OF REMOVAL
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SAWCUT LIMITS OF REMOVAL
AutoCAD SHX Text EXISTING MAILBOX TO BE ADJUSTED, AS REQUIRED FOR CONSTRUCTION. THE MAILBOX SHALL REMAIN ACCESSIBLE FOR MAIL DELIVERY DURING CONSTRUCTION.
AutoCAD SHX Text EXISTING WALL SHALL BE REMOVED DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH OWNER AND ENGINEER FOR REPLACEMENT.
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CONTRACTOR SHALL COORDINATE FENCE RELOCATION AND TYPE WITH OWNER AND ENGINEER.
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SAWCUT LIMITS OF REMOVAL
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SAWCUT AT NEAREST JOINT
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CONTRACTOR SHALL SAWCUT AT NEAREST JOINT
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SAWCUT LIMITS OF REMOVAL
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CONTRACTOR SHALL COORDINATE FENCE RELOCATION AND TYPE WITH OWNER AND ENGINEER.
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EXISTING SIGN TO BE REMOVED
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EXISTING UTILITY POLE TO BE RELOCATED
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EXISTING UTILITY POLE TO BE RELOCATED
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EXISTING INLET TO BE REMOVED
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EXISTING INLET TO BE REMOVED
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STAIRS
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ASPHALT DRIVEWAY
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ASPHALT WEDGE CURB
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WV
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INLET
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INLET
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LEGEND
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- EXISTING MAST ARM
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- EXISTING SIGN
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- EXISTING UTILITY POLE
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- EXISTING CATCH BASIN
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- EXISTING MANHOLE
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- SAWCUT
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- DEMOLITION AREA
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SAWCUT
SAWCUT
MMONWEALTH
PROFESSIONAL
P
E N N S Y L V A N
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C
O F
ENGINEER
PE074259
MICHAEL J. HABERMAN
.3
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A F U L L - S E R V I C E C I V I L E N G I N E E R I N G F I R M
WWW.GATEWAYENGINEERS.COM | PITTSBURGH & BUTLER, PA | 1-855-634-9284Serial No.
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SAWCUT BEGIN WORK
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LEGAL R/W
AutoCAD SHX Text 1040.18
AutoCAD SHX Text +07.60
AutoCAD SHX Text 1040.2
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KINGS SCHOOL ROAD
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SAWCUT BEGIN WORK
AutoCAD SHX Text 1040.50
AutoCAD SHX Text +10.63
AutoCAD SHX Text 1040.5
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LEGAL R/W
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KINGS SCHOOL ROAD
AutoCAD SHX Text -2.6%
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AutoCAD SHX Text -11.1%
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AutoCAD SHX Text 1 inch = 25 ft.
AutoCAD SHX Text Path & Filename=G:\Projects\90000 Bethel Park\90056 SR 88 & Kings School Grants and ROW\-0002 CACI\Dwg\02-Sheet\90056-0002_Construction Plans.dwgG:\Projects\90000 Bethel Park\90056 SR 88 & Kings School Grants and ROW\-0002 CACI\Dwg\02-Sheet\90056-0002_Construction Plans.dwg
AutoCAD SHX Text Plot Date=4/9/2026 1:42 PM Shawn M. Pritchard 4/9/2026 1:42 PM Shawn M. Pritchard Shawn M. Pritchard Shawn M. Pritchard
AutoCAD SHX Text Save Date=4/9/2026 1:41 PM4/9/2026 1:41 PM
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DISTRICT
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SHEET
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COUNTY
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SECTION
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ROUTE
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OF
AutoCAD SHX Text THE GATEWAY ENGINEERS, INC. RETAINS OWNERSHIP RIGHTS OF ALL DATA WITHIN THE PLANS. DATA CONTAINED WITHIN IS ONLY TO BE USED FOR ITS INTENDED PURPOSE BY ITS RESPONSIBLE PARTY. THE USE, REPLICATION, REPRODUCTION, OR REDISTRIBUTION OF DATA CONTAINED WITHIN IS STRICTLY PROHIBITED AND SUBJECT TO LEGAL ACTION.
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MUNICIPALITY OF BETHEL PARK
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ALLEGHENY
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LAYOUT PLAN
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SR 0088 (LIBRARY ROAD) & KINGS SCHOOL ROAD
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KINGS SCHOOL ROAD POSTED 25 MPH25 MPH MPH
AutoCAD SHX Text 19'
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AutoCAD SHX Text 41.5'
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AutoCAD SHX Text 16.5'
AutoCAD SHX Text W/6"
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N/F DAVID C. BROCKWAY TAX ID: 0665-N-001
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N/F KENNETH W WARYWODA & SAMANTHA KITE TAX ID: 0665-N-00114
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N/F ZOHEIR A & KATHRYN M ELNAHAL TAX ID: 0665-N-00118
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N/F A&M ROCHE ENTERPRISES LLC TAX ID: 0666-S-00040
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N/F LEE C GAYDOS TAX ID: 0666-S-00300
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N/F FIRST BETHEL METHODIST CHURCH TAX ID: 0665-N-00175
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N/F EDITH A VANDALE TAX ID: 0665-N-00190
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SAWCUT AND SEAL W/ PG 64S-22
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PENNDOT LEGAL R/W
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PENNDOT LEGAL R/W
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PENNDOT LEGAL R/W
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PENNDOTLEGAL R/W
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MUNICIPAL LEGAL R/W
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MUNICIPAL LEGAL R/W
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EXISTING UTILITY POLE (TO BE RELOCATED)
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BEGIN CONCRETE CURB (TIE TO EXISTING) +96.39, 18.11' LT
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P.T. CONCRETE CURB +49.52, 19.77' LT
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EXISTING UTILITY POLE (TO BE RELOCATED)
AutoCAD SHX Text SR 0088 (LIBRARY ROAD) 0088 (LIBRARY ROAD) (LIBRARY ROAD) LIBRARY ROAD) ) POSTED 35 MPH35 MPH MPH
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EXISTING DRIVEWAY #2 PROFILE 101+87.64 VERT SCALE: 1"=5' HORIZ SCALE: 1"=25'
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EXISTING DRIVEWAY #2 (TO BE ADJUSTED) (SEE DETAIL) 101+87.64
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P.T. CONCRETE CURB +64.53, 19.99' LT
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END CONCRETE CURB (TIE TO EXISTING) +63.37, 9.02' LT
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WV
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MH
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SIGN
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SIGNAL POLE
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UP
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SIGN
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SIGN
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SIGN
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LP
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INLET
AutoCAD SHX Text INLET 1 STA 100+91.01, 11.15' RT TOP 1037.98 FL IN 1031.32 (15" CPP) INLET 2 STA 100+92.97, 11.04' LT TOP 1037.86 FL OUT 1034.66 (15" CPP)
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INLET
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LEGEND
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- SIGN
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- UTILITY POLE
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- PROPOSED CATCH DRAIN
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- PROPOSED STORM MANHOLE
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- FLOW ARROW
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- PROPOSED PIPE
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- SAWCUT
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- TRAFFIC CIRCULATION ARROW
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- EXISTING SIGN
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- EXISTING UTILITY POLE
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- EXISTING CATCH BASIN
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- EXISTING MANHOLE
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EXISTING DRIVEWAY #2 DETAIL SCALE: 1"=10'
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BEGIN WORK +07.60
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END DEPRESSED CONCRETE CURB +18.77, 7.88' RT
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BEGIN DEPRESSED CONCRETE CURB +18.77, 6.07' LT
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BEGIN CONCRETE PAVEMENT END CONC. SIDEWALK -DRIVEWAY CROSSING +24.13, 5.59' LT
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END CONCRETE PAVEMENT BEGIN CONC. SIDEWALK -DRIVEWAY CROSSING +22.75, 5.83' RT
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P.C. CONCRETE CURB CONCRETE CURB +98.08, 18.11' LT
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BEGIN CONCRETE CURB (TIE TO EXISTING) +60.60, 32.77' LT
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END CONCRETE CURB (TIE TO EXISTING) +39.50, 11.19' RT
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END CONCRETE CURB (TIE TO EXISTING) +96.38, 11.66' RT
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BEGIN CONCRETE CURB (TIE TO EXISTING) +19.05, 11.41' RT
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EXISTING DRIVEWAY #3 (TO BE ADJUSTED) 102+04.86
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INLET 1
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INLET 2
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EXISTING DRIVEWAY #3 PROFILE 102+04.86 VERT SCALE: 1"=5' HORIZ SCALE: 1"=25'
AutoCAD SHX Text END DEPRESSED CONCRETE CURB BEGIN CONC. SIDEWALK -DRIVEWAY CROSSING +19.44, 5.98' LT
AutoCAD SHX Text END CONC. SIDEWALK -DRIVEWAY CROSSING BEGIN DEPRESSED CONCRETE CURB +19.44, 7.70' RT
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WV
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(TO BE RELOCATED)
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KINGS SCHOOL ROAD POSTED 25 MPH25 MPH MPH
AutoCAD SHX Text LIMIT OF WORK STA 499+00.00 499+00.00 SEG 0030 OFF 2951 0030 OFF 2951 OFF 2951 2951 SR 0088 0088 MUNICIPALITY OF BETHEL PARK ALLEGHENY COUNTY
AutoCAD SHX Text LIMIT OF WORK STA 493+50.00 493+50.00 SEG 0040 OFF 0499 0040 OFF 0499 OFF 0499 0499 SR 0088 0088 MUNICIPALITY OF BETHEL PARK ALLEGHENY COUNTY
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0088/0040/0000 STA 498+49.20 =STA 100+00.00
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0088/0040/0007 STA 498+42.46 =STA 200+00.00
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END CONCRETE PAVEMENT (TIE TO EXISTING) +34.61, 5.53' RT
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END CONCRETE PAVEMENT (TIE TO EXISTING) +34.61, 5.45' LT
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END DRIVEWAY ADJUSTMENT (TIE TO EXISTING) +34.61
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END PAVEMENT +34.61
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END PAVEMENT +14.24
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END DRIVEWAY ADJUSTMENT (TIE TO EXISTING) +14.24
AutoCAD SHX Text NOTES: 1. ALL CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION ALL CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SHALL MEET OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION MEET OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION MEET OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION OR EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION EXCEED THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION THE REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION REQUIREMENTS OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PENNSYLVANIA DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION DEPARTMENT OF TRANSPORTATION OF TRANSPORTATION OF TRANSPORTATION TRANSPORTATION TRANSPORTATION PUBLICATIONS 13, 72, AND 408, MOST RECENT VERSIONS. 2. THE CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT THE CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT SHOULDER MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT MATERIAL AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT AS NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT NECESSARY TO ENSURE THE PAVEMENT REPLACEMENT TO ENSURE THE PAVEMENT REPLACEMENT TO ENSURE THE PAVEMENT REPLACEMENT ENSURE THE PAVEMENT REPLACEMENT ENSURE THE PAVEMENT REPLACEMENT THE PAVEMENT REPLACEMENT THE PAVEMENT REPLACEMENT PAVEMENT REPLACEMENT PAVEMENT REPLACEMENT REPLACEMENT REPLACEMENT IS ADJACENT TO THE FULL-DEPTH PAVEMENT OF THE TRAVEL LANE. 3. FOR TRAFFIC CONTROL, SEE PENNDOT PUBLICATION 213 PATA FIGURE 101, 102, & 107. FOR TRAFFIC CONTROL, SEE PENNDOT PUBLICATION 213 PATA FIGURE 101, 102, & 107. 4. THE LEGAL RIGHT-OF-WAY OF S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION THE LEGAL RIGHT-OF-WAY OF S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION LEGAL RIGHT-OF-WAY OF S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION LEGAL RIGHT-OF-WAY OF S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION RIGHT-OF-WAY OF S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION RIGHT-OF-WAY OF S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION OF S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION OF S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION S.R. 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION 0088 (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION (FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION FORMERLY L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION L.R. 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION 00247) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION ) IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION IS 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION 41.5' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION ' IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION IN WIDTH BASED ON DRAWINGS FOR CONSTRUCTION WIDTH BASED ON DRAWINGS FOR CONSTRUCTION WIDTH BASED ON DRAWINGS FOR CONSTRUCTION BASED ON DRAWINGS FOR CONSTRUCTION BASED ON DRAWINGS FOR CONSTRUCTION ON DRAWINGS FOR CONSTRUCTION ON DRAWINGS FOR CONSTRUCTION DRAWINGS FOR CONSTRUCTION DRAWINGS FOR CONSTRUCTION FOR CONSTRUCTION FOR CONSTRUCTION CONSTRUCTION CONSTRUCTION DATED MARCH 16, 2018. . 5. CONTRACTOR TO UTILIZE SEEDING FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND CONTRACTOR TO UTILIZE SEEDING FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND TO UTILIZE SEEDING FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND TO UTILIZE SEEDING FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND UTILIZE SEEDING FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND UTILIZE SEEDING FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND SEEDING FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND SEEDING FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND FORMUMA D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND D, IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND IN ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND ACCORDANCE WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND WITH PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND PENNDOT PUBLICATION 408, SECTION 804-SEEDING AND PUBLICATION 408, SECTION 804-SEEDING AND PUBLICATION 408, SECTION 804-SEEDING AND 408, SECTION 804-SEEDING AND 408, SECTION 804-SEEDING AND SECTION 804-SEEDING AND SECTION 804-SEEDING AND 804-SEEDING AND 804-SEEDING AND AND AND SOIL SUPPLEMENTS FOR ALL AREAS WITHIN THE SR 0088 RIGHT-OF-WAY. 0088 RIGHT-OF-WAY. RIGHT-OF-WAY. 6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UNDERGROUND UTILITIES PRIOR TO EXCAVATION. 7. IT IS THE PERMITTEE'S RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS IT IS THE PERMITTEE'S RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS IS THE PERMITTEE'S RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS IS THE PERMITTEE'S RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS THE PERMITTEE'S RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS THE PERMITTEE'S RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS PERMITTEE'S RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS PERMITTEE'S RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS RESPONSIBILITY TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS TO MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS MAINTAIN MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS MINIMUM SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS SIGHT DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS DISTANCES. KEEP VEGETATION TRIMMED AND NO OBJECTS KEEP VEGETATION TRIMMED AND NO OBJECTS KEEP VEGETATION TRIMMED AND NO OBJECTS KEEP VEGETATION TRIMMED AND NO OBJECTS VEGETATION TRIMMED AND NO OBJECTS VEGETATION TRIMMED AND NO OBJECTS TRIMMED AND NO OBJECTS TRIMMED AND NO OBJECTS AND NO OBJECTS AND NO OBJECTS NO OBJECTS NO OBJECTS OBJECTS OBJECTS MAY BE PLACED WITHIN THE LINE OF SIGHT. 8. ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, FACILITIES REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, FACILITIES REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, REFLECTED ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, ON THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, THESE PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, PLANS, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, OF PENNDOT LEGAL RIGHT-OF-WAY, OF PENNDOT LEGAL RIGHT-OF-WAY, PENNDOT LEGAL RIGHT-OF-WAY, PENNDOT LEGAL RIGHT-OF-WAY, LEGAL RIGHT-OF-WAY, LEGAL RIGHT-OF-WAY, RIGHT-OF-WAY, RIGHT-OF-WAY, SHALL BE CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY BE CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY BE CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY TO COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY COMPLY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY ACCESS BOARD, PUBLIC RIGHT-OF-WAY ACCESS BOARD, PUBLIC RIGHT-OF-WAY BOARD, PUBLIC RIGHT-OF-WAY BOARD, PUBLIC RIGHT-OF-WAY PUBLIC RIGHT-OF-WAY PUBLIC RIGHT-OF-WAY RIGHT-OF-WAY RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT THE ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT ACCESSIBILITY GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT GUIDELINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT BUILDINGS AND FACILITIES (ADAAG). PENNDOT BUILDINGS AND FACILITIES (ADAAG). PENNDOT AND FACILITIES (ADAAG). PENNDOT AND FACILITIES (ADAAG). PENNDOT FACILITIES (ADAAG). PENNDOT FACILITIES (ADAAG). PENNDOT (ADAAG). PENNDOT (ADAAG). PENNDOT PENNDOT PENNDOT PENNDOT DESIGN MANUAL PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) MANUAL PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) MANUAL PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) PART 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) 2, CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) CHAPTER 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) 6, AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) AND PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) STANDARDS FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) FOR ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) ROADWAY CONSTRUCTION (PUBLICATION 72M, RC-67M) CONSTRUCTION (PUBLICATION 72M, RC-67M) CONSTRUCTION (PUBLICATION 72M, RC-67M) (PUBLICATION 72M, RC-67M) (PUBLICATION 72M, RC-67M) 72M, RC-67M) 72M, RC-67M) RC-67M) RC-67M) PROVIDE GUIDANCE ON ADA ACCESSIBLE DESIGN FOR PEDESTRIAN FACILITIES AND CAN BE UTILIZED FOR REFERENCE. 9. NOTIFICATION - EVERY TIME WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT NOTIFICATION - EVERY TIME WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT - EVERY TIME WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT - EVERY TIME WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT EVERY TIME WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT EVERY TIME WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT TIME WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT TIME WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT WORK RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT RESTRICTS A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT A ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT ROAD, CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT CONTACT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT THE REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT REGIONAL TRAFFIC MANAGEMENT CENTER (RTMC) AT TRAFFIC MANAGEMENT CENTER (RTMC) AT TRAFFIC MANAGEMENT CENTER (RTMC) AT MANAGEMENT CENTER (RTMC) AT MANAGEMENT CENTER (RTMC) AT CENTER (RTMC) AT CENTER (RTMC) AT (RTMC) AT (RTMC) AT AT AT 412-429-6030 AT LEAST 15 MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS AT LEAST 15 MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS AT LEAST 15 MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS LEAST 15 MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS LEAST 15 MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS 15 MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS 15 MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS MINUTES PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS PRIOR TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS TO THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS THE ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS ROAD RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS RESTRICTION AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS AND IMMEDIATELY AFTER THE ROAD RESTRICTION IS IMMEDIATELY AFTER THE ROAD RESTRICTION IS IMMEDIATELY AFTER THE ROAD RESTRICTION IS AFTER THE ROAD RESTRICTION IS AFTER THE ROAD RESTRICTION IS THE ROAD RESTRICTION IS THE ROAD RESTRICTION IS ROAD RESTRICTION IS ROAD RESTRICTION IS RESTRICTION IS RESTRICTION IS IS IS REMOVED. REPORT THE WORK LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA REPORT THE WORK LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA REPORT THE WORK LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA THE WORK LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA THE WORK LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA WORK LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA WORK LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA LOCATION, BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA BEGINNING TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA TIME AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA AND TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA TYPE OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA OF ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA ROAD RESTRICTIONS, AND WHAT PA PUB 213 PATA RESTRICTIONS, AND WHAT PA PUB 213 PATA RESTRICTIONS, AND WHAT PA PUB 213 PATA AND WHAT PA PUB 213 PATA AND WHAT PA PUB 213 PATA WHAT PA PUB 213 PATA WHAT PA PUB 213 PATA PA PUB 213 PATA PA PUB 213 PATA PUB 213 PATA PUB 213 PATA 213 PATA 213 PATA PATA PATA FIGURE IS BEING USED. THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL IS BEING USED. THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL IS BEING USED. THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL BEING USED. THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL BEING USED. THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL USED. THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL USED. THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL THIS INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL INFORMATION IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL IS A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL A VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL VITAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL COMPONENT IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL IN THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL THE DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL DEPARTMENTS ABILITY TO MAINTAIN SITUATIONAL ABILITY TO MAINTAIN SITUATIONAL ABILITY TO MAINTAIN SITUATIONAL TO MAINTAIN SITUATIONAL TO MAINTAIN SITUATIONAL MAINTAIN SITUATIONAL MAINTAIN SITUATIONAL SITUATIONAL SITUATIONAL AWARENESS OF ROAD CONDITIONS AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 OF ROAD CONDITIONS AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 OF ROAD CONDITIONS AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 ROAD CONDITIONS AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 ROAD CONDITIONS AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 CONDITIONS AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 CONDITIONS AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 AND WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 WILL ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 ALLOW FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 FOR MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 MORE EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 EFFICIENT OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 OPERATIONS. THE RTMC IS CONTINUALLY STAFFED 24 THE RTMC IS CONTINUALLY STAFFED 24 THE RTMC IS CONTINUALLY STAFFED 24 RTMC IS CONTINUALLY STAFFED 24 RTMC IS CONTINUALLY STAFFED 24 IS CONTINUALLY STAFFED 24 IS CONTINUALLY STAFFED 24 CONTINUALLY STAFFED 24 CONTINUALLY STAFFED 24 STAFFED 24 STAFFED 24 24 24 HOURS PER DAY, 365 DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN PER DAY, 365 DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN PER DAY, 365 DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN DAY, 365 DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN DAY, 365 DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN 365 DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN 365 DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN DAYS PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN PER YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN YEAR. NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN NOTIFY DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN DISTRICT PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN PERMIT OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN OFFICE THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN THROUGH DROPDOWN MENU (NOTIFY PENNDOT) WITHIN DROPDOWN MENU (NOTIFY PENNDOT) WITHIN DROPDOWN MENU (NOTIFY PENNDOT) WITHIN MENU (NOTIFY PENNDOT) WITHIN MENU (NOTIFY PENNDOT) WITHIN (NOTIFY PENNDOT) WITHIN (NOTIFY PENNDOT) WITHIN PENNDOT) WITHIN PENNDOT) WITHIN WITHIN WITHIN APPLICATION AND CALL, PERMIT SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE AND CALL, PERMIT SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE AND CALL, PERMIT SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE CALL, PERMIT SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE CALL, PERMIT SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE PERMIT SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE PERMIT SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE SUPERVISOR AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE AT 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE 412-429-4805 AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE AT LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE LEAST 3 DAYS PRIOR TO THE START OF WORK. PROVIDE 3 DAYS PRIOR TO THE START OF WORK. PROVIDE 3 DAYS PRIOR TO THE START OF WORK. PROVIDE DAYS PRIOR TO THE START OF WORK. PROVIDE DAYS PRIOR TO THE START OF WORK. PROVIDE PRIOR TO THE START OF WORK. PROVIDE PRIOR TO THE START OF WORK. PROVIDE TO THE START OF WORK. PROVIDE TO THE START OF WORK. PROVIDE THE START OF WORK. PROVIDE THE START OF WORK. PROVIDE START OF WORK. PROVIDE START OF WORK. PROVIDE OF WORK. PROVIDE OF WORK. PROVIDE WORK. PROVIDE WORK. PROVIDE PROVIDE PROVIDE DEPARTMENT WITH RESPONSIBLE PERSON ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE WITH RESPONSIBLE PERSON ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE WITH RESPONSIBLE PERSON ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE RESPONSIBLE PERSON ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE RESPONSIBLE PERSON ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE PERSON ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE PERSON ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE ON PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE PROJECT CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE CONTACT INFORMATION AS WELL AS CONTACT INFORMATION FOR THE INFORMATION AS WELL AS CONTACT INFORMATION FOR THE INFORMATION AS WELL AS CONTACT INFORMATION FOR THE AS WELL AS CONTACT INFORMATION FOR THE AS WELL AS CONTACT INFORMATION FOR THE WELL AS CONTACT INFORMATION FOR THE WELL AS CONTACT INFORMATION FOR THE AS CONTACT INFORMATION FOR THE AS CONTACT INFORMATION FOR THE CONTACT INFORMATION FOR THE CONTACT INFORMATION FOR THE INFORMATION FOR THE INFORMATION FOR THE FOR THE FOR THE THE THE CONTRACTOR AND ANY SUBS. NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY AND ANY SUBS. NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY AND ANY SUBS. NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY ANY SUBS. NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY ANY SUBS. NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY SUBS. NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY SUBS. NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY NOTIFY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY PROPERTY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY OWNERS AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY AND/OR BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY BUSINESSES 10 DAYS IN ADVANCE OF DRIVEWAY 10 DAYS IN ADVANCE OF DRIVEWAY 10 DAYS IN ADVANCE OF DRIVEWAY DAYS IN ADVANCE OF DRIVEWAY DAYS IN ADVANCE OF DRIVEWAY IN ADVANCE OF DRIVEWAY IN ADVANCE OF DRIVEWAY ADVANCE OF DRIVEWAY ADVANCE OF DRIVEWAY OF DRIVEWAY OF DRIVEWAY DRIVEWAY DRIVEWAY RESTRICTIONS AFFECTING THEIR PROPERTIES. MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND AFFECTING THEIR PROPERTIES. MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND AFFECTING THEIR PROPERTIES. MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND THEIR PROPERTIES. MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND THEIR PROPERTIES. MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND PROPERTIES. MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND PROPERTIES. MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND MAINTAIN ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND ONGOING COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND COMMUNICATION WITH INSPECTOR REGARDING OPERATIONS AND WITH INSPECTOR REGARDING OPERATIONS AND WITH INSPECTOR REGARDING OPERATIONS AND INSPECTOR REGARDING OPERATIONS AND INSPECTOR REGARDING OPERATIONS AND REGARDING OPERATIONS AND REGARDING OPERATIONS AND OPERATIONS AND OPERATIONS AND AND AND WORK SCHEDULE. 10.
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