CONSTRUCTION PLANS

FOR

CONNELL PARK REHABILITATION PROJECT

CITY OF SCRANTON

LACKAWANNA COUNTY, PA

REVISIONS

NO. REVISION DATE

DRAWN/DESIGN BY CHECKED BY

PREPARED FOR

SCALE:

MJC

SCR-2502042

JUNE 24, 2026

AS NOTED

Construction Management

Engineering Design Planning

52 Glenmaura National Blvd.

Suite 302, P.O. Box 5777 Scranton, PA 18505

Greenman-Pedersen, Inc.

GPINET.COM570.342.3700

CITY OF SCRANTON

340 N. WASHINGTON AVE.

SCRANTON, PA 18503

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1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

20251080960000

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INDEX OF DRAWINGS

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COVER SHEET

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GENERAL NOTES

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OVERALL PROJECT LEGEND

AutoCAD SHX Text C100*

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OVERALL EXISTING CONDITIONS/DEMOLITION PLAN

AutoCAD SHX Text C101-C102*

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OVERALL EXISTING CONDITIONS/DEMOLITION PLAN

AutoCAD SHX Text C200*

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OVERALL SITE LAYOUT PLAN

AutoCAD SHX Text C201-C202*

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SITE LAYOUT PLAN

AutoCAD SHX Text C220-C221*

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CONSTRUCTION DETAILS

AutoCAD SHX Text C300*

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OVERALL POST-CONSTRUCTION STORMWATER MANAGEMENT GRADING AND DRAINAGE PLAN

AutoCAD SHX Text C301-C302*

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POST-CONSTRUCTION STORMWATER MANAGEMENT GRADING AND DRAINAGE PLAN

AutoCAD SHX Text C320*

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POST-CONSTRUCTION STORMWATER MANAGEMENT NOTES

AutoCAD SHX Text C321*

AutoCAD SHX Text POST-CONSTRUCTION STORMWATER MANAGEMENT OPERATION AND MAINTENANCE NOTES & DETAILS

AutoCAD SHX Text C500

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OVERALL EROSION AND SEDIMENT CONTROL PLAN

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EROSION AND SEDIMENT CONTROL PLAN

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EROSION AND SEDIMENT CONTROL NOTES

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EROSION AND SEDIMENT CONTROL DETAILS

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* INDICATES SHEETS TO BE RECORDED

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE078670

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MATTHEW JOHN CHORBA

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SCALE IN FEET

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PROJECT LOCATION

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PORTION OF SCRANTON, PA. U.S.G.S. TOPO. QUAD SCALE: 1" = 2,000'

1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

20251080960000

REVISIONS

NO. REVISION DATE

DRAWN/DESIGN BY CHECKED BY

PREPARED FOR

SCALE:

MJC

SCR-2502042

JUNE 24, 2026

AS NOTED

Construction Management

Engineering Design Planning

52 Glenmaura National Blvd.

Suite 302, P.O. Box 5777 Scranton, PA 18505

Greenman-Pedersen, Inc.

GPINET.COM570.342.3700

CITY OF SCRANTON

340 N. WASHINGTON AVE.

SCRANTON, PA 18503

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1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

20251080960000

GENERAL

NOTES

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1. EQUITABLE OWNER/APPLICANT: CITY OF SCRANTON EQUITABLE OWNER/APPLICANT: CITY OF SCRANTON CITY OF SCRANTON CITY OF SCRANTON 340 NORTH WASHINGTON AVENUE 340 NORTH WASHINGTON AVENUE 340 NORTH WASHINGTON AVENUE SCRANTON, PA 18503 2. ENGINEER GREENMAN-PEDERSEN, INC. ENGINEER GREENMAN-PEDERSEN, INC. GREENMAN-PEDERSEN, INC. 52 GLENMAURA NATIONAL BLVD. 52 GLENMAURA NATIONAL BLVD. SUITE 302 SUITE 302 SCRANTON, PA. 18505 3. NAME OF DEVELOPMENT: CONNELL PARK REHABILITATION PROJECT NAME OF DEVELOPMENT: CONNELL PARK REHABILITATION PROJECT CONNELL PARK REHABILITATION PROJECT CONNELL PARK REHABILITATION PROJECT 4. ADDRESS: 800 GIBBONS STREET ADDRESS: 800 GIBBONS STREET 800 GIBBONS STREET SCRANTON, PA 18505 5. SITE DATA: PARCEL NO: 167.15-010-013 SITE DATA: PARCEL NO: 167.15-010-013 PARCEL NO: 167.15-010-013 PARCEL NO: 167.15-010-013 167.15-010-013 PROJECT PARCEL SIZE: 20.78 ACRES PROJECT PARCEL SIZE: 20.78 ACRES 20.78 ACRES ACRES

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UTILITY LIST

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UTILITY COMPANY

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ADDRESS

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CONTACT PERSON

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CONTACT INFORMATION

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U S I C LOCATING SERVICES

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9045 N RIVER RD SUITE 300 INDIANAPOLIS, IN. 46240

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JEFFREY TRUMBOWER

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PHONE

AutoCAD SHX Text 317-810-8254

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EMAIL

AutoCAD SHX Text JeffTrumbower@usicllc.com

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UGI UTILITIES INC

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1 UGI DR., WILKES BARRE, PA. 18711

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AMANDA NIXON

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PHONE

AutoCAD SHX Text 570-829-8874

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EMAIL

AutoCAD SHX Text anixon@ugi.com

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VERIZON PENNSYLVANIA LLC

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1050 VIRGINIA DR FORT WASHINGTON, PA. 19034

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DIANE REDILLA

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PHONE

AutoCAD SHX Text 215-591-6210

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EMAIL

AutoCAD SHX Text diane.c.redilla@verizon.com

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PPL ELECTRIC UTILITIES CORPORATION

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437 BLUE CHURCH RD PAXINOS, PA. 17860

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DOUG HAUPT

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PHONE

AutoCAD SHX Text 570-490-5684

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EMAIL

AutoCAD SHX Text dlhaupt@pplweb.com

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PENNSYLVANIA AMERICAN WATER

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2500 SANITARY DR SCRANTON, PA. 18505

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JEREMY HULL

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PHONE

AutoCAD SHX Text 570-558-9958

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EMAIL

AutoCAD SHX Text jeremy.hull@amwater.com

AutoCAD SHX Text UTILITY CONTACT IN FORMATION WAS PROVIDED BY THE PENNSYLVANIA ONE CALL SYSTEM, INC. UTILITIES AND CONTACT INFORMATION SHOWN ON THESE PLANS MAY NOT BE COMPLETE AND ARE SUBJECT TO CHANGE AT ANY TIME. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM, INC. PRIOR OR ANY CONSTRUCTION ACTIVITY IN ACCORDANCE WITH ACT 287 OF THE GENERAL ASSEMBLY, AS AMENDED

AutoCAD SHX Text SURVEYOR: MARK D. BUGELHOLL, P.L.S. MARK D. BUGELHOLL, P.L.S. COMPANY: GREENMAN-PEDERSEN, INC GREENMAN-PEDERSEN, INC ADDRESS: 52 GLENMAURA NATIONAL BLVD 52 GLENMAURA NATIONAL BLVD SUITE 302 SCRANTON PA 18507

AutoCAD SHX Text TITLE OF SURVEY: CONNELL PARK REHABILITATION PROJECTRVEY: CONNELL PARK REHABILITATION PROJECTCONNELL PARK REHABILITATION PROJECT

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DATES OF SURVEY:

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JUNE 2025

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HORIZONTAL CONTROL:

AutoCAD SHX Text HORIZONTAL CONTROL IS REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM (NORTH ZONE) BY OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND DISTANCES WERE USED FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT COMPUTATIONS.

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VERTICAL CONTROL:

AutoCAD SHX Text BENCHMARK ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM NAVD88 (GEOID18) BY OPUS SOLUTION.

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SCALE FACTOR

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AVERAGE COMBINED SCALE FACTOR IS 0.99996224.

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REFERENCES:

AutoCAD SHX Text MINOR SUBDIVISION SURVEY PLANS BY DRUMHELLER SURVEYING, TITLED "MINOR SUBDIVISION PLAN CDG PROPERTIES, LLC" DATED DECEMBER 2, 2008. BOUNDARY SURVEY PLANS BY DRUMHELLER SURVEYING, TITLED "BOUNDARY RETRACEMENT PLAN FOR LANDS OF CDG PROPERTIES, LLC" DATED JULY 31, 2014. PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

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UTILITIES:

AutoCAD SHX Text EXISTING UTILITIES SHOWN AS BASED ON FIELD SURVEY AND EXISTING DRAWINGS. THIS PLAN DOES NOT GUARANTEE THAT UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THIS PLAN ALSO DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED THOUGH THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. ALL UTILITIES HAVE NOT BEEN PHYSICALLY LOCATED.

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PROJECT NOTES::

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SURVEY INFORMATION:

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6. EXISTING TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE. EXISTING TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE. 7. SOILS DATA AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SOILS DATA AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL DATA AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL DATA AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL AND SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL BOUNDARIES SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL SHOWN HEREON WERE TAKEN FROM THE NCRS WEB SOIL HEREON WERE TAKEN FROM THE NCRS WEB SOIL HEREON WERE TAKEN FROM THE NCRS WEB SOIL WERE TAKEN FROM THE NCRS WEB SOIL WERE TAKEN FROM THE NCRS WEB SOIL TAKEN FROM THE NCRS WEB SOIL TAKEN FROM THE NCRS WEB SOIL FROM THE NCRS WEB SOIL FROM THE NCRS WEB SOIL THE NCRS WEB SOIL THE NCRS WEB SOIL NCRS WEB SOIL NCRS WEB SOIL WEB SOIL WEB SOIL SOIL SOIL SURVEY. 8. EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE TOPOGRAPHIC INFORMATION SHOWN HEREON ARE TOPOGRAPHIC INFORMATION SHOWN HEREON ARE INFORMATION SHOWN HEREON ARE INFORMATION SHOWN HEREON ARE SHOWN HEREON ARE SHOWN HEREON ARE HEREON ARE HEREON ARE ARE ARE BASED ON FIELD SURVEY PERFORMED IN JUNE, 2025 BY GREENMAN-PEDERSEN, INC. JUNE, 2025 BY GREENMAN-PEDERSEN, INC. BY GREENMAN-PEDERSEN, INC. GREENMAN-PEDERSEN, INC. 9. THE TOPOGRAPHY SHOWN ON THE PLANS AT 2 FOOT CONTOUR INTERVALS ARE LIDAR THE TOPOGRAPHY SHOWN ON THE PLANS AT 2 FOOT CONTOUR INTERVALS ARE LIDAR CONTOURS. 10. NO WETLANDS WERE IDENTIFIED WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL NO WETLANDS WERE IDENTIFIED WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL WETLANDS WERE IDENTIFIED WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL WETLANDS WERE IDENTIFIED WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL WERE IDENTIFIED WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL WERE IDENTIFIED WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL IDENTIFIED WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL IDENTIFIED WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL WITHIN THE PROJECT AREA IN A SEARCH OF THE NATIONAL THE PROJECT AREA IN A SEARCH OF THE NATIONAL THE PROJECT AREA IN A SEARCH OF THE NATIONAL PROJECT AREA IN A SEARCH OF THE NATIONAL PROJECT AREA IN A SEARCH OF THE NATIONAL AREA IN A SEARCH OF THE NATIONAL AREA IN A SEARCH OF THE NATIONAL IN A SEARCH OF THE NATIONAL IN A SEARCH OF THE NATIONAL A SEARCH OF THE NATIONAL A SEARCH OF THE NATIONAL SEARCH OF THE NATIONAL SEARCH OF THE NATIONAL OF THE NATIONAL OF THE NATIONAL THE NATIONAL THE NATIONAL NATIONAL NATIONAL WETLANDS INVENTORY. 11. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND LOCATION OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND OF ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND UTILITIES SHOWN HEREON ARE APPROXIMATE AND UTILITIES SHOWN HEREON ARE APPROXIMATE AND SHOWN HEREON ARE APPROXIMATE AND SHOWN HEREON ARE APPROXIMATE AND HEREON ARE APPROXIMATE AND HEREON ARE APPROXIMATE AND ARE APPROXIMATE AND ARE APPROXIMATE AND APPROXIMATE AND APPROXIMATE AND AND AND ARE BASED ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY BASED ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY BASED ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY ON FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY FIELD LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY LOCATIONS OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY OF OBSERVABLE SURFACE STRUCTURES AND RECORDS BY OBSERVABLE SURFACE STRUCTURES AND RECORDS BY OBSERVABLE SURFACE STRUCTURES AND RECORDS BY SURFACE STRUCTURES AND RECORDS BY SURFACE STRUCTURES AND RECORDS BY STRUCTURES AND RECORDS BY STRUCTURES AND RECORDS BY AND RECORDS BY AND RECORDS BY RECORDS BY RECORDS BY BY BY UTILITY USERS FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND USERS FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND USERS FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND FOLLOWING A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND A CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND CALL TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND TO PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND PENNSYLVANIA ONE CALL SYSTEM. LOCATIONS AND ONE CALL SYSTEM. LOCATIONS AND ONE CALL SYSTEM. LOCATIONS AND CALL SYSTEM. LOCATIONS AND CALL SYSTEM. LOCATIONS AND SYSTEM. LOCATIONS AND SYSTEM. LOCATIONS AND LOCATIONS AND LOCATIONS AND AND AND DEPTHS ARE APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL ARE APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL ARE APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL APPROXIMATE. GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL GREENMAN-PEDERSEN DOES NOT GUARANTEE THAT ALL DOES NOT GUARANTEE THAT ALL DOES NOT GUARANTEE THAT ALL NOT GUARANTEE THAT ALL NOT GUARANTEE THAT ALL GUARANTEE THAT ALL GUARANTEE THAT ALL THAT ALL THAT ALL ALL ALL UNDERGROUND UTILITIES ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY UTILITIES ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY UTILITIES ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY ARE SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY SHOWN. CONTRACTORS ARE REQUIRED TO CONTACT UTILITY CONTRACTORS ARE REQUIRED TO CONTACT UTILITY CONTRACTORS ARE REQUIRED TO CONTACT UTILITY ARE REQUIRED TO CONTACT UTILITY ARE REQUIRED TO CONTACT UTILITY REQUIRED TO CONTACT UTILITY REQUIRED TO CONTACT UTILITY TO CONTACT UTILITY TO CONTACT UTILITY CONTACT UTILITY CONTACT UTILITY UTILITY UTILITY PROVIDERS NOT LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY NOT LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY NOT LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY LESS THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY THAN 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY 3 DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY DAYS NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY NOR MORE THAN 10 DAYS PRIOR TO BEGINNING ANY MORE THAN 10 DAYS PRIOR TO BEGINNING ANY MORE THAN 10 DAYS PRIOR TO BEGINNING ANY THAN 10 DAYS PRIOR TO BEGINNING ANY THAN 10 DAYS PRIOR TO BEGINNING ANY 10 DAYS PRIOR TO BEGINNING ANY 10 DAYS PRIOR TO BEGINNING ANY DAYS PRIOR TO BEGINNING ANY DAYS PRIOR TO BEGINNING ANY PRIOR TO BEGINNING ANY PRIOR TO BEGINNING ANY TO BEGINNING ANY TO BEGINNING ANY BEGINNING ANY BEGINNING ANY ANY ANY EXCAVATION OR DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER OR DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER OR DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER DEMOLITION WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER WORK. THEY ARE REQUIRED TO COMPLY WITH ALL OTHER THEY ARE REQUIRED TO COMPLY WITH ALL OTHER THEY ARE REQUIRED TO COMPLY WITH ALL OTHER ARE REQUIRED TO COMPLY WITH ALL OTHER ARE REQUIRED TO COMPLY WITH ALL OTHER REQUIRED TO COMPLY WITH ALL OTHER REQUIRED TO COMPLY WITH ALL OTHER TO COMPLY WITH ALL OTHER TO COMPLY WITH ALL OTHER COMPLY WITH ALL OTHER COMPLY WITH ALL OTHER WITH ALL OTHER WITH ALL OTHER ALL OTHER ALL OTHER OTHER OTHER PROCEDURES OF PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION OF PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION OF PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION PENNSYLVANIA ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION ACT 30, AS MOST CURRENTLY AMENDED. INFORMATION 30, AS MOST CURRENTLY AMENDED. INFORMATION 30, AS MOST CURRENTLY AMENDED. INFORMATION AS MOST CURRENTLY AMENDED. INFORMATION AS MOST CURRENTLY AMENDED. INFORMATION MOST CURRENTLY AMENDED. INFORMATION MOST CURRENTLY AMENDED. INFORMATION CURRENTLY AMENDED. INFORMATION CURRENTLY AMENDED. INFORMATION AMENDED. INFORMATION AMENDED. INFORMATION INFORMATION INFORMATION CONCERNING UTILITIES IS NOT INTENDED FOR CONSTRUCTION PURPOSES. 12. THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) FIELD CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) CONDITIONS (ELEVATIONS, LOCATIONS, ETC.) (ELEVATIONS, LOCATIONS, ETC.) (ELEVATIONS, LOCATIONS, ETC.) LOCATIONS, ETC.) LOCATIONS, ETC.) ETC.) ETC.) BEFORE COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED IMMEDIATELY IF A COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED IMMEDIATELY IF A COMMENCING WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED IMMEDIATELY IF A WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED IMMEDIATELY IF A WORK. GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED IMMEDIATELY IF A GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED IMMEDIATELY IF A GREENMAN-PEDERSEN, INC. SHALL BE NOTIFIED IMMEDIATELY IF A INC. SHALL BE NOTIFIED IMMEDIATELY IF A INC. SHALL BE NOTIFIED IMMEDIATELY IF A SHALL BE NOTIFIED IMMEDIATELY IF A SHALL BE NOTIFIED IMMEDIATELY IF A BE NOTIFIED IMMEDIATELY IF A BE NOTIFIED IMMEDIATELY IF A NOTIFIED IMMEDIATELY IF A NOTIFIED IMMEDIATELY IF A IMMEDIATELY IF A IMMEDIATELY IF A IF A IF A A A CONFLICT EXISTS. 13. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXPLORATION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXCAVATIONS AND LOCATE EXISTING UNDERGROUND EXCAVATIONS AND LOCATE EXISTING UNDERGROUND AND LOCATE EXISTING UNDERGROUND AND LOCATE EXISTING UNDERGROUND LOCATE EXISTING UNDERGROUND LOCATE EXISTING UNDERGROUND EXISTING UNDERGROUND EXISTING UNDERGROUND UNDERGROUND UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS TO PERMIT REVISIONS TO PLANS IF REVISIONS TO PERMIT REVISIONS TO PLANS IF REVISIONS PERMIT REVISIONS TO PLANS IF REVISIONS PERMIT REVISIONS TO PLANS IF REVISIONS REVISIONS TO PLANS IF REVISIONS REVISIONS TO PLANS IF REVISIONS TO PLANS IF REVISIONS TO PLANS IF REVISIONS PLANS IF REVISIONS PLANS IF REVISIONS IF REVISIONS IF REVISIONS REVISIONS REVISIONS ARE NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN SHALL NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN ENGINEER IMMEDIATELY IF ANY DISCREPANCIES IN IMMEDIATELY IF ANY DISCREPANCIES IN IMMEDIATELY IF ANY DISCREPANCIES IN IF ANY DISCREPANCIES IN IF ANY DISCREPANCIES IN ANY DISCREPANCIES IN ANY DISCREPANCIES IN DISCREPANCIES IN DISCREPANCIES IN IN IN UTILITY LINE LOCATIONS ARE FOUND. 14. THE CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, THE CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, CONTRACTOR SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, SHALL CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, THE PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, PENNSYLVANIA ONE-CALL NUMBER AT 1-800-242-1776, ONE-CALL NUMBER AT 1-800-242-1776, ONE-CALL NUMBER AT 1-800-242-1776, NUMBER AT 1-800-242-1776, NUMBER AT 1-800-242-1776, AT 1-800-242-1776, AT 1-800-242-1776, 1-800-242-1776, 1-800-242-1776, THREE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE OF WORK TO HAVE ALL UTILITIES MARKED IN THE OF WORK TO HAVE ALL UTILITIES MARKED IN THE WORK TO HAVE ALL UTILITIES MARKED IN THE WORK TO HAVE ALL UTILITIES MARKED IN THE TO HAVE ALL UTILITIES MARKED IN THE TO HAVE ALL UTILITIES MARKED IN THE HAVE ALL UTILITIES MARKED IN THE HAVE ALL UTILITIES MARKED IN THE ALL UTILITIES MARKED IN THE ALL UTILITIES MARKED IN THE UTILITIES MARKED IN THE UTILITIES MARKED IN THE MARKED IN THE MARKED IN THE IN THE IN THE THE THE WORK AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY AREA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY OF THE CONTRACTOR TO MAINTAIN ALL UTILITY THE CONTRACTOR TO MAINTAIN ALL UTILITY THE CONTRACTOR TO MAINTAIN ALL UTILITY CONTRACTOR TO MAINTAIN ALL UTILITY CONTRACTOR TO MAINTAIN ALL UTILITY TO MAINTAIN ALL UTILITY TO MAINTAIN ALL UTILITY MAINTAIN ALL UTILITY MAINTAIN ALL UTILITY ALL UTILITY ALL UTILITY UTILITY UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS WITHIN THE PROJECT LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS THE PROJECT LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS THE PROJECT LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS PROJECT LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS PROJECT LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS LIMITS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS FOR THE DURATION OF PROJECT. IF UTILITY MARKINGS THE DURATION OF PROJECT. IF UTILITY MARKINGS THE DURATION OF PROJECT. IF UTILITY MARKINGS DURATION OF PROJECT. IF UTILITY MARKINGS DURATION OF PROJECT. IF UTILITY MARKINGS OF PROJECT. IF UTILITY MARKINGS OF PROJECT. IF UTILITY MARKINGS PROJECT. IF UTILITY MARKINGS PROJECT. IF UTILITY MARKINGS IF UTILITY MARKINGS IF UTILITY MARKINGS IF UTILITY MARKINGS UTILITY MARKINGS UTILITY MARKINGS MARKINGS MARKINGS ARE DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR DESTROYED, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR CONTRACTOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR IS RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR RESPONSIBLE FOR CONTACTING PA-ONE CALL FOR FOR CONTACTING PA-ONE CALL FOR FOR CONTACTING PA-ONE CALL FOR CONTACTING PA-ONE CALL FOR CONTACTING PA-ONE CALL FOR PA-ONE CALL FOR PA-ONE CALL FOR CALL FOR CALL FOR FOR FOR MARKOUT. 15. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO SHALL NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO NOTIFY ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO ALL APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO APPROPRIATE UTILITIES OF HIS WORK SCHEDULE PRIOR TO UTILITIES OF HIS WORK SCHEDULE PRIOR TO UTILITIES OF HIS WORK SCHEDULE PRIOR TO OF HIS WORK SCHEDULE PRIOR TO OF HIS WORK SCHEDULE PRIOR TO HIS WORK SCHEDULE PRIOR TO HIS WORK SCHEDULE PRIOR TO WORK SCHEDULE PRIOR TO WORK SCHEDULE PRIOR TO SCHEDULE PRIOR TO SCHEDULE PRIOR TO PRIOR TO PRIOR TO TO TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND START OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND CONSTRUCTION. THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND THE CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND CONTRACTOR SHALL HAVE EACH UTILITY OWNER VERIFY AND SHALL HAVE EACH UTILITY OWNER VERIFY AND SHALL HAVE EACH UTILITY OWNER VERIFY AND HAVE EACH UTILITY OWNER VERIFY AND HAVE EACH UTILITY OWNER VERIFY AND EACH UTILITY OWNER VERIFY AND EACH UTILITY OWNER VERIFY AND UTILITY OWNER VERIFY AND UTILITY OWNER VERIFY AND OWNER VERIFY AND OWNER VERIFY AND VERIFY AND VERIFY AND AND AND MARK THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE LOCATIONS OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE OF THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE THEIR RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE RESPECTIVE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE MAIN AND SERVICE LINES IN THE FIELD BEFORE THE AND SERVICE LINES IN THE FIELD BEFORE THE AND SERVICE LINES IN THE FIELD BEFORE THE SERVICE LINES IN THE FIELD BEFORE THE SERVICE LINES IN THE FIELD BEFORE THE LINES IN THE FIELD BEFORE THE LINES IN THE FIELD BEFORE THE IN THE FIELD BEFORE THE IN THE FIELD BEFORE THE THE FIELD BEFORE THE THE FIELD BEFORE THE FIELD BEFORE THE FIELD BEFORE THE BEFORE THE BEFORE THE THE THE START OF WORK. 16. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. THE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. SHALL TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. TAKE NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. NECESSARY PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. PRECAUTIONS TO MAINTAIN EXISTING UTILITY SERVICE. TO MAINTAIN EXISTING UTILITY SERVICE. TO MAINTAIN EXISTING UTILITY SERVICE. MAINTAIN EXISTING UTILITY SERVICE. MAINTAIN EXISTING UTILITY SERVICE. EXISTING UTILITY SERVICE. EXISTING UTILITY SERVICE. UTILITY SERVICE. UTILITY SERVICE. SERVICE. SERVICE. IN THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE THE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE EVENT THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE THAT THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE THE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE CONTRACTOR DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE DAMAGES AN EXISTING UTILITY LINE OR LATERAL, HE AN EXISTING UTILITY LINE OR LATERAL, HE AN EXISTING UTILITY LINE OR LATERAL, HE EXISTING UTILITY LINE OR LATERAL, HE EXISTING UTILITY LINE OR LATERAL, HE UTILITY LINE OR LATERAL, HE UTILITY LINE OR LATERAL, HE LINE OR LATERAL, HE LINE OR LATERAL, HE OR LATERAL, HE OR LATERAL, HE LATERAL, HE LATERAL, HE HE HE SHALL NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE NOTIFY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE UTILITY OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE OWNER IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE IMMEDIATELY. ALL REPAIRS SHALL BE DIRECTED BY THE ALL REPAIRS SHALL BE DIRECTED BY THE ALL REPAIRS SHALL BE DIRECTED BY THE REPAIRS SHALL BE DIRECTED BY THE REPAIRS SHALL BE DIRECTED BY THE SHALL BE DIRECTED BY THE SHALL BE DIRECTED BY THE BE DIRECTED BY THE BE DIRECTED BY THE DIRECTED BY THE DIRECTED BY THE BY THE BY THE THE THE UTILITY OWNER AND SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.THE OWNER..

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SOILS INFORMATION

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SOIL NAME

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DYSTROCHREPTS AND ROCK OUTCROP, MODERATELY STEEP

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DYD

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DYSTROCHREPTS AND ROCK OUTCROP, STEEP

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DYE

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UDORTHENTS, STRIP MINE

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UA

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URBAN LAND

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17. THE SITE IS LOCATED IS NOT LOCATED IN THE 100-YEAR FLOODPLAIN, NOR THE 500-YEAR THE SITE IS LOCATED IS NOT LOCATED IN THE 100-YEAR FLOODPLAIN, NOR THE 500-YEAR IS NOT LOCATED IN THE 100-YEAR FLOODPLAIN, NOR THE 500-YEAR FLOODPLAIN AS DESIGNATED BY FLOOD INSURANCE RATE MAP FOR LACKAWANNA COUNTY, PA, MAP NUMBER 42069C0218D, EFFECTIVE AUGUST 6, 2020. 18. ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE CONTRACTOR SHALL ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING AUTHORITIES. 19. WHEN THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. WHEN THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. IF THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. REGULATIONS SHALL BE USED. 20. THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL TIMES. 21. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES DURING THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES DURING CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S PROPERTY AND ADJACENT PROPERTIES TO THE ORIGINAL CONDITION. 22. UNSUITABLE MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY UNSUITABLE MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL ENGINEER. UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY BE REQUIRED. 23. THE CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED THE CONTRACTOR SHALL REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND PROPOSED STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF CONSTRUCTION. 24. ALL UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA ACT 121. ALL UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA ACT 121. 25. ALL SIGNS ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ALL SIGNS ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET MEASURED FROM THE BOTTOM OF SIGN TO THE GROUND. 26. OVERALL PROJECT LEGEND IS SHOWN ON DRAWING C002. OVERALL PROJECT LEGEND IS SHOWN ON DRAWING C002. C002. . 27. DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF THE DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF THE DRAWING OR DETAIL. 28. CONTRACTOR SHALL PREPARE A PREPAREDNESS, PREVENTION, AND CONTINGENCY (PPC) PLAN IN CONTRACTOR SHALL PREPARE A PREPAREDNESS, PREVENTION, AND CONTINGENCY (PPC) PLAN IN ACCORDANCE WITH PA DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS (IF REQUIRED). 29. PROPERTY MARKERS CURRENTLY EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING PROPERTY MARKERS CURRENTLY EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING CONSTRUCTION SHALL BE RE-SET IN THE FIELD WHEN CONSTRUCTION IS COMPLETE. 30. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT ALLOWS FOR SAFE MOVEMENT OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 31. NEITHER THE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., NOR THE PRESENCE OF NEITHER THE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., NOR THE PRESENCE OF GREENMAN-PEDERSEN, INC. OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A PROJECT/CONSTRUCTION SITE SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, INC., ITS EMPLOYEES, AND SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY. 32. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES, PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 33. DEBRIS SHALL NOT BE BURIED ON SITE. ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS DEBRIS SHALL NOT BE BURIED ON SITE. ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL FEDERAL, STATE, COUNTY, AND LOCAL LAWS AND APPLICABLE CODES. 34. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY PERMITS AND APPROVALS FOR ALL OFF-SITE MATERIAL SOURCES AND DISPOSAL FACILITIES AT NO ADDITIONAL COST TO OWNER. 35. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES/COSTS ASSOCIATED WITH THE BARRICADING CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES/COSTS ASSOCIATED WITH THE BARRICADING AND/OR CLOSING AND RE-OPENING OF ANY AND ALL EXCAVATIONS DURING "DOWN TIME" AS REQUIRED BY ON-SITE INSPECTORS (PADEP, ENGINEER, OWNER, PENNDOT, ETC.). 36. ANY EXISTING HAZARDOUS WASTE ENCOUNTERED IN THE PREPARATION OF THE PROJECT SITE ANY EXISTING HAZARDOUS WASTE ENCOUNTERED IN THE PREPARATION OF THE PROJECT SITE MUST BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR AND DISPOSED OF AT AN APPROVED FACILITY. 37. A COPY OF THE APPROVED STORMWATER SITE PLANS SHALL BE ON-SITE THROUGHOUT THE A COPY OF THE APPROVED STORMWATER SITE PLANS SHALL BE ON-SITE THROUGHOUT THE DURATION OF THE REGULATED ACTIVITY. 38. THE DEVELOPER AND/OR THE LOT PURCHASER(S) ASSUMES FULL RESPONSIBILITY FOR OBTAINING THE DEVELOPER AND/OR THE LOT PURCHASER(S) ASSUMES FULL RESPONSIBILITY FOR OBTAINING ANY LOCAL, STATE AND FEDERAL PERMITS AND/OR APPROVALS RELATING TO WETLANDS. 39. THE MINIMUM CONSTRUCTION STANDARDS FOR THE MATERIALS AND CONSTRUCTION OF THE THE MINIMUM CONSTRUCTION STANDARDS FOR THE MATERIALS AND CONSTRUCTION OF THE STORMWATER AND PARKING LOT IMPROVEMENTS SHALL MEET THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION STANDARDS. 40. THE DEVELOPER IS RESPONSIBLE TO ENSURE THAT ALL EROSION AND SEDIMENTATION CONTROL THE DEVELOPER IS RESPONSIBLE TO ENSURE THAT ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE IMPLEMENTED FOR ANY EARTH DISTURBANCE IN ACCORDANCE WITH THE REQUIREMENTS OF THE PENNSYLVANIA CODE, TITLE 25, CHAPTER 102 - EROSION AND SEDIMENT CONTROL. 41. ALL PROPOSED AND EXISTING STORM DRAINAGE STRUCTURES AND PIPES, AND ALL SITE ALL PROPOSED AND EXISTING STORM DRAINAGE STRUCTURES AND PIPES, AND ALL SITE IMPROVEMENTS WILL BE OWNED, OPERATED, AND MAINTAINED BY THE CITY OF SCRANTON. 42. THE PROJECT SITE DISCHARGES TO LACKAWANNA RIVER. THE LACKAWANNA RIVER IS CLASSIFIED THE PROJECT SITE DISCHARGES TO LACKAWANNA RIVER. THE LACKAWANNA RIVER IS CLASSIFIED LACKAWANNA RIVER. THE LACKAWANNA RIVER IS CLASSIFIED . THE LACKAWANNA RIVER IS CLASSIFIED LACKAWANNA RIVER IS CLASSIFIED IS CLASSIFIED AS COLD WATER FISHERY WITH MIGRATORY FISH (CWF, MF). COLD WATER FISHERY WITH MIGRATORY FISH (CWF, MF). WITH MIGRATORY FISH (CWF, MF). MIGRATORY FISH (CWF, MF).

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REGISTERED

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PROFESSIONAL

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ENGINEER

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PE078670

MATTHEW JOHN CHORBA

ZONE A

ZONE B

REVISIONS

NO. REVISION DATE

DRAWN/DESIGN BY CHECKED BY

PREPARED FOR

SCALE:

MJC

SCR-2502042

JUNE 24, 2026

AS NOTED

Construction Management

Engineering Design Planning

52 Glenmaura National Blvd.

Suite 302, P.O. Box 5777 Scranton, PA 18505

Greenman-Pedersen, Inc.

GPINET.COM570.342.3700

CITY OF SCRANTON

340 N. WASHINGTON AVE.

SCRANTON, PA 18503

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1-800-242-1776

SYSTEM, INC.

POCS SERIAL NUMBER

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

20251080960000

OVERALL

PROJECT

LEGEND

C002

ZA

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%%UITEM

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%%UEXISTING

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%%UPROPOSED

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%%UDEMOLITION

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PROPERTY LINE

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ADJOINER

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RIGHT-OF-WAY

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EASEMENT

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SETBACK LINE

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EDGE OF WATER

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WETLAND

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ZONING DISTRICT BOUNDARY

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FEMA FLOOD PLAIN

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MAJOR CONTOUR

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MINOR CONTOUR

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AREA DRAIN

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BOLLARD

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CENTERLINE

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CTV LINE

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CURB

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INLET, TYPE C

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INLET, TYPE M

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EDGE OF PAVEMENT

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EDGE OF SHOULDER

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ELECTRIC LINE, OVERHEAD

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ELECTRIC LINE, DUCTBANK

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FENCE

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FIRE HYDRANT

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FLARED END SECTION

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GAS LINE

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GUIDERAIL

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LIGHT POLE

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PAVEMENT MARKING

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SIGN

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STONEWALL

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STORM MANHOLE

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STORM PIPE

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SANITARY LINE

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SANITARY MANHOLE

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SWALE CENTERLINE

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TELECOMMUNICATION LINE

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TREELINE

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UTILITY MANHOLE

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UTILITY POLE

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WALL

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WATERLINE

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BUILDING

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LIGHT DUTY

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PAVEMENT

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BITUMINOUS

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PAVEMENT

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MILL AND OVERLAY

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PAVEMENT

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CONCRETE

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CONCRETE SIDEWALK

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GRAVEL

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RIPRAP APRON

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TREE, CONIFER

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TREE, DECIDUOUS

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SHRUBBERY

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BM

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DH

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HUB

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GUY

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GP

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UBOX

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EBOX

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ELEC METER

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LP

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GAS METER

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GSO

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GV

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SAN CO

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SAN SO

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HYD

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HYD

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PIV

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WATER METER

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WSO

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WV

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LIST OF ABBREVIATIONS

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APPROX

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APPROXIMATE

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BC

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BOTTOM OF CURB

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BIT

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BITUMINOUS

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BS

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BOTTOM OF STAIR

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BW

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BOTTOM OF WALL

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CB

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CATCH BASIN

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CONC

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CONCRETE

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CWF

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COLD WATER FISHERY

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DET

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DETENTION

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DIP

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DUCTILE IRON PIPE

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ELEV

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ELEVATION

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FF

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FINISHED FLOOR

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GRT

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GRATE

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HQ

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HIGH QUALITY

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INV

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INVERT

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LF

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LINEAR FOOT

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LOD

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LIMIT OF DISTURBANCE

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LOW

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LIMIT OF WORK

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MF

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MIGRATORY FISH

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MH

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MANHOLE

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PVC

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POLYVINYL CHLORIDE

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RADIUS

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RCP

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REINFORCED CONCRETE PIPE

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ROW

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RIGHT-OF-WAY

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SLCPP

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SMOOTH LINE CORRUGATED POLYETHYLENE PIPE

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SQ.FT.

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SQUARE FOOT

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SR

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STATE ROUTE

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TBR

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TO BE REMOVED

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TC

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TOP OF CURB

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TS

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TOP OF STAIR

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TSF

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TROUT STREAM FISHERY

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TW

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TOP OF WALL

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TYP

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TYPICAL

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WWF

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WARM WATER FISHERY

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AutoCAD SHX Text EROSION AND SEDIMENT CONTROL LEGEND NPDES BOUNDARY LINE LIMIT OF DISTURBANCE COMPOST FILTER SOCK STONE INLET PROTECTION FILTER BAG INLET PROTECTION CONCRETE WASHOUT ORANGE CONSTRUCTION FENCE SLOPE BLANKET ROCK CONSTRUCTION ENTRANCE TOPSOIL STOCK PILE PUMPED WATER FILTER BAG STAGING AREA TEMPORARY MAJOR CONTOUR TEMPORARY MINOR CONTOUR

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RCE

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STAGING AREA

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CFS-X

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CWO

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PWFB

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TSP

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CFS

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CFS

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CFS

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