Fast_Track_&_Fawnwood_Phase_1_Stormwater_Plans-2025.08.28.pdf
PDF 22 MB Posted
- Attached to
- Stormwater Fast Track Project (Contract 1) State and local contract opportunity
- Solicitation number
- 2025-ITB-087
- Issued by
- Lackawanna County, Mount Aetna CDP, Pennsylvania
About this file
These are construction documents for the Fawn Wood Heights Stormwater Improvements Phase I project for the City of Scranton, located in Lackawanna County, Pennsylvania. The project, prepared by Greenman-Pedersen, Inc. in August 2025, involves stormwater infrastructure improvements across multiple streets including Dewey Avenue, Fawnwood Drive, and Ridge View Drive. The comprehensive set of engineering and construction plans includes detailed drawings for existing conditions, layout, grading, utility plans, storm sewer profiles, erosion and sediment control plans, and various construction details. The documents specify technical requirements for stormwater management, drainage improvements, road restoration, and related civil engineering infrastructure.
The construction documents provide extensive technical specifications for implementing stormwater management solutions, including detailed drawings for storm sewer pipes, inlet structures, rock embankment stabilization, channel restoration, and erosion control measures. The project appears to be funded by the City of Scranton and is designed to address stormwater drainage challenges in the Fawn Wood Heights development area. The plans include precise engineering details such as pipe sizes, elevations, material specifications, and construction sequencing, with a focus on managing stormwater runoff, preventing erosion, and improving overall drainage infrastructure in the residential development area.
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REVISIONS
NO. REVISION DATE
DRAWN/DESIGN BY CHECKED BY
PREPARED FOR
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AUGUST 28, 2025
CITY OF SCRANTON
340 N. WASHINGTON AVE,
SCRANTON, PA
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
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PENNSYLVANIA LAW REQUIRES
3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
20240172966
COVER
SHEET
AS NOTED
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CONSTRUCTION PLANS FOR
FAST TRACK & FAWNWOOD PHASE 1
STORM WATER IMPROVEMENT
FAWN WOOD HEIGHTS DEVELOPMENT
CITY OF SCRANTON
LACKAWANNA COUNTY, PA
LOCATION MAP
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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
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BASE BID-FAST TRACK STORMWATER PROJECTS
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FTC-1
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N. DEWEY AVE STORMWATER IMPROVEMENT PLAN
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FTC-2
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DEWEY STREET STORM PROFILE
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FTC-3
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FAWNWOOD DRIVE STORMWATER IMPROVEMENT PLAN
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FTC-4
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FAWNWOOD DRIVE STORM PROFILE
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FTC-5
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RIDGEVIEW DRIVE STORMWATER IMPROVEMENTS PLAN
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FTC-6
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RIDGEVIEW DRIVE STORM PROFILES
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BID ALTERNATE-FAWNWOOD HEIGHTS PHASE 1 STORMWATER IMPROVEMENTS
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OVERALL EXISTING CONDITION/DEMOLITION PLAN
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EXISTING CONDITION/DEMOLITION PLAN
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EXISTING CONDITION/DEMOLITION PLAN
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LAYOUT PLAN
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LAYOUT PLAN
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UTILITY AND GRADING PLAN
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UTILITY AND GRADING PLAN
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STORM TABLES
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MAINTENANCE NOTES
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STORM SEWER PROFILES
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STORM SEWER PROFILES
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STORM SEWER PROFILES
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SWALE PROFILES
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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 PLAN
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EROSION AND SEDIMENT CONTROL NOTES
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EROSION AND SEDIMENT CONTROL NOTES
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EROSION AND SEDIMENT CONTROL DETAILS
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EROSION AND SEDIMENT CONTROL DETAILS
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EROSION AND SEDIMENT CONTROL DETAILS
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EROSION AND SEDIMENT CONTROL DETAILS
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
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CONSTRUCTION DETAILS
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AUGUST 28, 2025
CITY OF SCRANTON
340 N. WASHINGTON AVE,
SCRANTON, PA
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
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POCS SERIAL NUMBER
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PENNSYLVANIA LAW REQUIRES
3 WORKING DAYS NOTICE FOR
CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
20240172966
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AS NOTED
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CONSTRUCTION PHASE AND 10 WORKING
DAYS IN DESIGN STAGE - STOP CALL
20240172966-000
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5. THE SITE IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD THE SITE IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD SITE IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD SITE IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD IS NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD NOT LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD LOCATED IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD IN THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD THE 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD 100 YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD YEAR FLOOD PLAIN AS INDICATED ON THE FLOOD FLOOD PLAIN AS INDICATED ON THE FLOOD FLOOD PLAIN AS INDICATED ON THE FLOOD PLAIN AS INDICATED ON THE FLOOD PLAIN AS INDICATED ON THE FLOOD AS INDICATED ON THE FLOOD AS INDICATED ON THE FLOOD INDICATED ON THE FLOOD INDICATED ON THE FLOOD ON THE FLOOD ON THE FLOOD THE FLOOD THE FLOOD FLOOD FLOOD INSURANCE RATE MAP OF THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER RATE MAP OF THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER RATE MAP OF THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER MAP OF THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER MAP OF THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER OF THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER OF THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER THE CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER CITY OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER OF SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER SCRANTON, PENNSYLVANIA, COMMUNITY PANEL NUMBER PENNSYLVANIA, COMMUNITY PANEL NUMBER PENNSYLVANIA, COMMUNITY PANEL NUMBER , COMMUNITY PANEL NUMBER COMMUNITY PANEL NUMBER COMMUNITY PANEL NUMBER PANEL NUMBER PANEL NUMBER NUMBER NUMBER 420538 0212 D, EFFECTIVE DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF 0212 D, EFFECTIVE DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF 0212 D, EFFECTIVE DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF D, EFFECTIVE DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF D, EFFECTIVE DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF , EFFECTIVE DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF EFFECTIVE DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF EFFECTIVE DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF DATE AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF AUGUST 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF 5, 2020, PUBLISHED BY THE U.S. DEPARTMENT OF 2020, PUBLISHED BY THE U.S. DEPARTMENT OF 2020, PUBLISHED BY THE U.S. DEPARTMENT OF PUBLISHED BY THE U.S. DEPARTMENT OF PUBLISHED BY THE U.S. DEPARTMENT OF BY THE U.S. DEPARTMENT OF BY THE U.S. DEPARTMENT OF THE U.S. DEPARTMENT OF THE U.S. DEPARTMENT OF U.S. DEPARTMENT OF U.S. DEPARTMENT OF DEPARTMENT OF DEPARTMENT OF OF OF HOUSING AND URBAN DEVELOPMENT, FEDERAL INSURANCE ADMINISTRATION. 6. 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 SIGNS ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET SIGNS ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ASSOCIATED WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET WITH THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET THIS PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET PERMIT ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET ARE TO BE MOUNTED AT A HEIGHT OF 7 FEET TO BE MOUNTED AT A HEIGHT OF 7 FEET TO BE MOUNTED AT A HEIGHT OF 7 FEET BE MOUNTED AT A HEIGHT OF 7 FEET BE MOUNTED AT A HEIGHT OF 7 FEET MOUNTED AT A HEIGHT OF 7 FEET MOUNTED AT A HEIGHT OF 7 FEET AT A HEIGHT OF 7 FEET AT A HEIGHT OF 7 FEET A HEIGHT OF 7 FEET A HEIGHT OF 7 FEET HEIGHT OF 7 FEET HEIGHT OF 7 FEET OF 7 FEET OF 7 FEET 7 FEET 7 FEET FEET FEET MEASURED FROM THE BOTTOM OF SIGN TO THE GROUND. 7. POSTED SPEED LIMIT ON ALL ROADWAYS WITHIN THE SITE WILL BE 25 M.P.H. POSTED SPEED LIMIT ON ALL ROADWAYS WITHIN THE SITE WILL BE 25 M.P.H. 25 M.P.H. . 8. OVERALL PROJECT LEGEND IS SHOWN ON DRAWING C-002. OVERALL PROJECT LEGEND IS SHOWN ON DRAWING C-002. C-002. . 9. DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF DRAWING REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF REFERENCES ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF ARE FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF FOR CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF CONVENIENCE ONLY AND DO NOT LIMIT THE APPLICATION OF ONLY AND DO NOT LIMIT THE APPLICATION OF ONLY AND DO NOT LIMIT THE APPLICATION OF AND DO NOT LIMIT THE APPLICATION OF AND DO NOT LIMIT THE APPLICATION OF DO NOT LIMIT THE APPLICATION OF DO NOT LIMIT THE APPLICATION OF NOT LIMIT THE APPLICATION OF NOT LIMIT THE APPLICATION OF LIMIT THE APPLICATION OF LIMIT THE APPLICATION OF THE APPLICATION OF THE APPLICATION OF APPLICATION OF APPLICATION OF OF OF THE DRAWING OR DETAIL.
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%%USURVEY INFORMATION
AutoCAD SHX Text SURVEYOR: MARK D. BUGELHOLL, P.L.S. MARK D. BUGELHOLL, P.L.S. , P.L.S. COMPANY: GREENMAN-PEDERSEN, INC GREENMAN-PEDERSEN, INC ADDRESS: 52 GLENMAURA NATIONAL BLVD 52 GLENMAURA NATIONAL BLVD SUITE 302 SCRANTON PA 18507 TITLE OF SURVEY: KEYSER VALLEY STORMWATER & FLOOD MITIGATE STUDY KEYSER VALLEY STORMWATER & FLOOD MITIGATE STUDY SURVEY DATE: 12/04/2023-12/06/2023, 12/14/2023, 12/20/2023, 1/02/2024, 12/04/2023-12/06/2023, 12/14/2023, 12/20/2023, 1/02/2024, 1/04/2024-1/05/2024 AND 1/11/2024-1/12/2024 SURVEY NOTES: HORIZONTAL CONTROL: IS REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM HORIZONTAL CONTROL: IS REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM CONTROL: IS REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM CONTROL: IS REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM IS REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM IS REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM REFERENCED TO THE PA STATE PLANE COORDINATE SYSTEM TO THE PA STATE PLANE COORDINATE SYSTEM TO THE PA STATE PLANE COORDINATE SYSTEM THE PA STATE PLANE COORDINATE SYSTEM THE PA STATE PLANE COORDINATE SYSTEM PA STATE PLANE COORDINATE SYSTEM PA STATE PLANE COORDINATE SYSTEM STATE PLANE COORDINATE SYSTEM STATE PLANE COORDINATE SYSTEM PLANE COORDINATE SYSTEM PLANE COORDINATE SYSTEM COORDINATE SYSTEM COORDINATE SYSTEM SYSTEM SYSTEM (NORTH ZONE) BY OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND ZONE) BY OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND ZONE) BY OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND BY OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND BY OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND OPUS SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND SOLUTION NAD83 (2011) AT CONTROL POINT 100. GROUND NAD83 (2011) AT CONTROL POINT 100. GROUND NAD83 (2011) AT CONTROL POINT 100. GROUND (2011) AT CONTROL POINT 100. GROUND (2011) AT CONTROL POINT 100. GROUND AT CONTROL POINT 100. GROUND AT CONTROL POINT 100. GROUND CONTROL POINT 100. GROUND CONTROL POINT 100. GROUND POINT 100. GROUND POINT 100. GROUND 100. GROUND 100. GROUND GROUND GROUND DISTANCES WERE USED FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT WERE USED FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT WERE USED FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT USED FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT USED FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT FOR ALL OTHER TRAVERSE POINTS AND ALIGNMENT ALL OTHER TRAVERSE POINTS AND ALIGNMENT ALL OTHER TRAVERSE POINTS AND ALIGNMENT OTHER TRAVERSE POINTS AND ALIGNMENT OTHER TRAVERSE POINTS AND ALIGNMENT TRAVERSE POINTS AND ALIGNMENT TRAVERSE POINTS AND ALIGNMENT POINTS AND ALIGNMENT POINTS AND ALIGNMENT AND ALIGNMENT AND ALIGNMENT ALIGNMENT ALIGNMENT COMPUTATIONS. VERTICAL CONTROL: BENCHMARK ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL CONTROL: BENCHMARK ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL CONTROL: BENCHMARK ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL BENCHMARK ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL BENCHMARK ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL ARE BASED ON NORTH AMERICAN VERTICAL ARE BASED ON NORTH AMERICAN VERTICAL BASED ON NORTH AMERICAN VERTICAL BASED ON NORTH AMERICAN VERTICAL ON NORTH AMERICAN VERTICAL ON NORTH AMERICAN VERTICAL NORTH AMERICAN VERTICAL NORTH AMERICAN VERTICAL AMERICAN VERTICAL AMERICAN VERTICAL VERTICAL VERTICAL DATUM NAVD88 (GEOID18) BY OPUS SOLUTION. SCALE FACTOR: AVERAGE COMBINED SCALE FACTOR IS 0.99992302. EXISTING SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON SITE FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON FEATURES, BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON BOUNDARY, AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON AND TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON TOPOGRAPHIC INFORMATION SHOWN HEREON ARE BASED ON INFORMATION SHOWN HEREON ARE BASED ON INFORMATION SHOWN HEREON ARE BASED ON SHOWN HEREON ARE BASED ON SHOWN HEREON ARE BASED ON HEREON ARE BASED ON HEREON ARE BASED ON ARE BASED ON ARE BASED ON BASED ON BASED ON ON ON FIELD SURVEY PERFORMED ON ON ABOVE DATE, BY GREENMAN-PEDERSEN, INC..ON ABOVE DATE, BY GREENMAN-PEDERSEN, INC.., BY GREENMAN-PEDERSEN, INC..GREENMAN-PEDERSEN, INC..
AutoCAD SHX Text EQUITABLE OWNER/APPLICANT: CITY OF SCRANTON CITY OF SCRANTON 340 NORTH WASHINGTON AVE 340 NORTH WASHINGTON AVE SCRANTON, PA 18503 SCRANTON, PA 18503 SCRANTON, PA 18503 1. ENGINEER GREENMAN-PEDERSEN, INC. GREENMAN-PEDERSEN, INC. 52 GLENMAURA NATIONAL BLVD. SUITE 302 SUITE 302 SCRANTON, PA. 18505 2. NAME OF DEVELOPMENT: KEYSER VALLEY STORM WATER AND FLOOD MITIGATION DESIGN KEYSER VALLEY STORM WATER AND FLOOD MITIGATION DESIGN 3. ADDRESS: FAWNWOOD HEIGHTS FAWNWOOD HEIGHTS SCRANTON, PA 18504 LACKAWANNA COUNTY 4. PROJECT SOILS
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SOILS INFORMATION
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SOIL NAME
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SYMBOL
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LACKAWANNA CHANNERY LOAM, 8-15%
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UDORTHENTS, STRIP MINE
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WELLSBORO CHANNERY LOAM, 8-25% UBBLY
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WURTSBORO CHANNERY LOAM, 8-5%
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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 ROAD STE 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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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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AutoCAD SHX Text anixon@ugi.com
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VERIZON PENNSYLVANIA LLC
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1026 HAY ST PITTSBURGH, PA. 15221
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DEBORAH BARUM
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PHONE
AutoCAD SHX Text 412-344-3901
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AutoCAD SHX Text deborah.d.delia@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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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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AutoCAD SHX Text jeremy.hull@amwater.com
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PENNSYLVANIA AMERICAN WATER
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2699 STAFFORD AVE SCRANTON, PA. 18507
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MARK BALOH
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PHONE
AutoCAD SHX Text 570-969-7501
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AutoCAD SHX Text mark.baloh@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
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10. 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). 11. 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. 12. THE PROJECT LIES WITHIN THE LACKAWANNA RIVER WATERSHED WHICH HAS A CURRENT ACT 167 THE PROJECT LIES WITHIN THE LACKAWANNA RIVER WATERSHED WHICH HAS A CURRENT ACT 167 LACKAWANNA RIVER WATERSHED WHICH HAS A CURRENT ACT 167 RIVER WATERSHED WHICH HAS A CURRENT ACT 167 PLAN. THE PROJECT SITE DISCHARGES TO KEYSER CREEK. THE KEYSER CREEK IS CLASSIFIED AS KEYSER CREEK. THE KEYSER CREEK IS CLASSIFIED AS . THE KEYSER CREEK IS CLASSIFIED AS KEYSER CREEK IS CLASSIFIED AS IS CLASSIFIED AS A 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). 13. THE CITY OF SCRANTON, SHALL BE RESPONSIBLE FOR ALL STORMWATER MANAGEMENT FACILITIES THE CITY OF SCRANTON, SHALL BE RESPONSIBLE FOR ALL STORMWATER MANAGEMENT FACILITIES , SHALL BE RESPONSIBLE FOR ALL STORMWATER MANAGEMENT FACILITIES OUTSIDE THE-RIGHT-OF WAY INCLUDING BUT NOT LIMITED TO WATER QUALITY FEATURES, STORM PIPING, INLETS, ETC. 14. THERE ARE NO EXISTING WETLANDS WITHIN THE PROJECT AREA BASED ON FIELD INVESTIGATION THERE ARE NO EXISTING WETLANDS WITHIN THE PROJECT AREA BASED ON FIELD INVESTIGATION AND REVIEW OF NWI MAPPING.
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1. THE CONTRACTOR SHALL VERIFY ALL EXISTING FIELD CONDITIONS (ELEVATIONS, LOCATIONS, 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. 2. ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE ALL CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE CONTRACTORS SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE SHALL COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE COMPLY WITH ALL LOCAL BUILDING CODE REGULATIONS. THE WITH ALL LOCAL BUILDING CODE REGULATIONS. THE WITH ALL LOCAL BUILDING CODE REGULATIONS. THE ALL LOCAL BUILDING CODE REGULATIONS. THE ALL LOCAL BUILDING CODE REGULATIONS. THE LOCAL BUILDING CODE REGULATIONS. THE LOCAL BUILDING CODE REGULATIONS. THE BUILDING CODE REGULATIONS. THE BUILDING CODE REGULATIONS. THE CODE REGULATIONS. THE CODE REGULATIONS. THE REGULATIONS. THE REGULATIONS. THE THE THE CONTRACTOR SHALL ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING SHALL ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING SHALL ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING ALSO COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING COMPLY WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING WITH ALL SAFETY REQUIREMENTS OF ALL GOVERNING ALL SAFETY REQUIREMENTS OF ALL GOVERNING ALL SAFETY REQUIREMENTS OF ALL GOVERNING SAFETY REQUIREMENTS OF ALL GOVERNING SAFETY REQUIREMENTS OF ALL GOVERNING REQUIREMENTS OF ALL GOVERNING REQUIREMENTS OF ALL GOVERNING OF ALL GOVERNING OF ALL GOVERNING ALL GOVERNING ALL GOVERNING GOVERNING GOVERNING AUTHORITIES. 3. 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. WHEN THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. THE DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. DEPTH OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. OF TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. TRENCH EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. EXCEEDS 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. 5 FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. FEET, A TRENCH BOX OR SHORING SHALL BE REQUIRED. A TRENCH BOX OR SHORING SHALL BE REQUIRED. A TRENCH BOX OR SHORING SHALL BE REQUIRED. TRENCH BOX OR SHORING SHALL BE REQUIRED. TRENCH BOX OR SHORING SHALL BE REQUIRED. BOX OR SHORING SHALL BE REQUIRED. BOX OR SHORING SHALL BE REQUIRED. OR SHORING SHALL BE REQUIRED. OR SHORING SHALL BE REQUIRED. SHORING SHALL BE REQUIRED. SHORING SHALL BE REQUIRED. SHALL BE REQUIRED. SHALL BE REQUIRED. BE REQUIRED. BE REQUIRED. REQUIRED. REQUIRED. IF THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. THE MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. MAXIMUM TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. TRENCH DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. DEPTH EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. EXCEEDS 20 FEET, A SHORING DESIGN PER O.S.H.A. 20 FEET, A SHORING DESIGN PER O.S.H.A. 20 FEET, A SHORING DESIGN PER O.S.H.A. FEET, A SHORING DESIGN PER O.S.H.A. FEET, A SHORING DESIGN PER O.S.H.A. A SHORING DESIGN PER O.S.H.A. A SHORING DESIGN PER O.S.H.A. SHORING DESIGN PER O.S.H.A. SHORING DESIGN PER O.S.H.A. DESIGN PER O.S.H.A. DESIGN PER O.S.H.A. PER O.S.H.A. PER O.S.H.A. O.S.H.A. O.S.H.A. REGULATIONS SHALL BE USED. 4. THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL THE CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL CONTRACTOR SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL MAINTAIN THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL THE STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL STRUCTURAL INTEGRITY OF TRENCH EXCAVATIONS AT ALL INTEGRITY OF TRENCH EXCAVATIONS AT ALL INTEGRITY OF TRENCH EXCAVATIONS AT ALL OF TRENCH EXCAVATIONS AT ALL OF TRENCH EXCAVATIONS AT ALL TRENCH EXCAVATIONS AT ALL TRENCH EXCAVATIONS AT ALL EXCAVATIONS AT ALL EXCAVATIONS AT ALL AT ALL AT ALL ALL ALL TIMES. 5. THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES THE CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES CONTRACTOR SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES SHALL SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES SAFEGUARD THE OWNER'S PROPERTY AND ADJACENT PROPERTIES THE OWNER'S PROPERTY AND ADJACENT PROPERTIES THE OWNER'S PROPERTY AND ADJACENT PROPERTIES OWNER'S PROPERTY AND ADJACENT PROPERTIES OWNER'S PROPERTY AND ADJACENT PROPERTIES PROPERTY AND ADJACENT PROPERTIES PROPERTY AND ADJACENT PROPERTIES AND ADJACENT PROPERTIES AND ADJACENT PROPERTIES ADJACENT PROPERTIES ADJACENT PROPERTIES PROPERTIES PROPERTIES DURING CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S CONSTRUCTION AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S AND SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S SHALL REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S REPLACE ANY DAMAGED PROPERTY OF THE OWNER'S ANY DAMAGED PROPERTY OF THE OWNER'S ANY DAMAGED PROPERTY OF THE OWNER'S DAMAGED PROPERTY OF THE OWNER'S DAMAGED PROPERTY OF THE OWNER'S PROPERTY OF THE OWNER'S PROPERTY OF THE OWNER'S OF THE OWNER'S OF THE OWNER'S THE OWNER'S THE OWNER'S OWNER'S OWNER'S PROPERTY AND ADJACENT PROPERTIES TO THE ORIGINAL CONDITION. 6. UNSUITABLE MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY UNSUITABLE MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY MATERIAL IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY IS NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY NOT TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY TO BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY BE USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY USED FOR EMBANKMENT CONSTRUCTION. REMOVE ANY FOR EMBANKMENT CONSTRUCTION. REMOVE ANY FOR EMBANKMENT CONSTRUCTION. REMOVE ANY EMBANKMENT CONSTRUCTION. REMOVE ANY EMBANKMENT CONSTRUCTION. REMOVE ANY CONSTRUCTION. REMOVE ANY CONSTRUCTION. REMOVE ANY REMOVE ANY REMOVE ANY ANY ANY SUBGRADE THAT CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL THAT CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL THAT CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL CANNOT BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL BE PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL PROPERLY COMPACTED AS DETERMINED BY A GEOTECHNICAL COMPACTED AS DETERMINED BY A GEOTECHNICAL COMPACTED AS DETERMINED BY A GEOTECHNICAL AS DETERMINED BY A GEOTECHNICAL AS DETERMINED BY A GEOTECHNICAL DETERMINED BY A GEOTECHNICAL DETERMINED BY A GEOTECHNICAL BY A GEOTECHNICAL BY A GEOTECHNICAL A GEOTECHNICAL A GEOTECHNICAL GEOTECHNICAL GEOTECHNICAL ENGINEER. UNDERCUTTING AND/OR SUBGRADE STABILIZATION MAY BE REQUIRED. 7. ALL UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA ACT 121. ALL UTILITY INSTALLATION SHALL BE IN ACCORDANCE WITH PENNSYLVANIA ACT 121. 8. THE CONTRACTOR SHALL NOTIFY (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING THE CONTRACTOR SHALL NOTIFY (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING CONTRACTOR SHALL NOTIFY (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING CONTRACTOR SHALL NOTIFY (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING SHALL NOTIFY (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING SHALL NOTIFY (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING NOTIFY (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING NOTIFY (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING (IN WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING WRITING) THE CITY OF SCRANTON , AT LEAST 3 WORKING THE CITY OF SCRANTON , AT LEAST 3 WORKING THE CITY OF SCRANTON , AT LEAST 3 WORKING CITY OF SCRANTON , AT LEAST 3 WORKING CITY OF SCRANTON , AT LEAST 3 WORKING OF SCRANTON , AT LEAST 3 WORKING OF SCRANTON , AT LEAST 3 WORKING SCRANTON , AT LEAST 3 WORKING SCRANTON , AT LEAST 3 WORKING , AT LEAST 3 WORKING , AT LEAST 3 WORKING AT LEAST 3 WORKING AT LEAST 3 WORKING LEAST 3 WORKING LEAST 3 WORKING 3 WORKING 3 WORKING WORKING WORKING DAYS PRIOR TO THE START OF ANY (INCLUDING ON-SITE) CONSTRUCTION. 9. PROPERTY MARKERS CURRENTLY EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING PROPERTY MARKERS CURRENTLY EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING MARKERS CURRENTLY EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING MARKERS CURRENTLY EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING CURRENTLY EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING CURRENTLY EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING EXIST IN THE FIELD. ANY MARKERS DISTURBED DURING IN THE FIELD. ANY MARKERS DISTURBED DURING IN THE FIELD. ANY MARKERS DISTURBED DURING THE FIELD. ANY MARKERS DISTURBED DURING THE FIELD. ANY MARKERS DISTURBED DURING FIELD. ANY MARKERS DISTURBED DURING FIELD. ANY MARKERS DISTURBED DURING ANY MARKERS DISTURBED DURING ANY MARKERS DISTURBED DURING ANY MARKERS DISTURBED DURING MARKERS DISTURBED DURING MARKERS DISTURBED DURING DISTURBED DURING DISTURBED DURING DURING DURING CONSTRUCTION SHALL BE RE-SET IN THE FIELD WHEN CONSTRUCTION IS COMPLETE. 10. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. OF RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. RECORD IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. IS NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. FOR JOB SITE SAFETY OR SUPERVISION. FOR JOB SITE SAFETY OR SUPERVISION. JOB SITE SAFETY OR SUPERVISION. JOB SITE SAFETY OR SUPERVISION. SITE SAFETY OR SUPERVISION. SITE SAFETY OR SUPERVISION. SAFETY OR SUPERVISION. SAFETY OR SUPERVISION. OR SUPERVISION. OR SUPERVISION. SUPERVISION. SUPERVISION. CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT IS RESPONSIBLE FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT IS RESPONSIBLE FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT RESPONSIBLE FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT RESPONSIBLE FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT FOR KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT KEEPING ALL CONSTRUCTION AREAS IN A CONDITION THAT ALL CONSTRUCTION AREAS IN A CONDITION THAT ALL CONSTRUCTION AREAS IN A CONDITION THAT CONSTRUCTION AREAS IN A CONDITION THAT CONSTRUCTION AREAS IN A CONDITION THAT AREAS IN A CONDITION THAT AREAS IN A CONDITION THAT IN A CONDITION THAT IN A CONDITION THAT A CONDITION THAT A CONDITION THAT CONDITION THAT CONDITION THAT THAT THAT ALLOWS FOR SAFE MOVEMENT OF BOTH VEHICULAR AND PEDESTRIAN TRAFFIC. 11. NEITHER THE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE NEITHER THE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE THE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE THE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE PROFESSIONAL ACTIVITIES OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE ACTIVITIES OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE ACTIVITIES OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE OF GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE GREENMAN-PEDERSEN, INC., LLC NOR THE PRESENCE INC., LLC NOR THE PRESENCE INC., LLC NOR THE PRESENCE LLC NOR THE PRESENCE LLC NOR THE PRESENCE NOR THE PRESENCE NOR THE PRESENCE THE PRESENCE THE PRESENCE PRESENCE PRESENCE OF GREENMAN-PEDERSEN, INC. OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A GREENMAN-PEDERSEN, INC. OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A GREENMAN-PEDERSEN, INC. OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A INC. OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A INC. OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A OR ITS EMPLOYEES AND SUB-CONSULTANTS AT A ITS EMPLOYEES AND SUB-CONSULTANTS AT A ITS EMPLOYEES AND SUB-CONSULTANTS AT A EMPLOYEES AND SUB-CONSULTANTS AT A EMPLOYEES AND SUB-CONSULTANTS AT A AND SUB-CONSULTANTS AT A AND SUB-CONSULTANTS AT A SUB-CONSULTANTS AT A SUB-CONSULTANTS AT A AT A AT A A A PROJECT/CONSTRUCTION SITE SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, SITE SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, SITE SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, SHALL RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, RELIEVE THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, THE GENERAL CONTRACTOR OF ITS OBLIGATIONS, GENERAL CONTRACTOR OF ITS OBLIGATIONS, GENERAL CONTRACTOR OF ITS OBLIGATIONS, CONTRACTOR OF ITS OBLIGATIONS, CONTRACTOR OF ITS OBLIGATIONS, OF ITS OBLIGATIONS, OF ITS OBLIGATIONS, ITS OBLIGATIONS, ITS OBLIGATIONS, OBLIGATIONS, OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, AND RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, BUT NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, LIMITED TO, CONSTRUCTION MEANS, METHODS, LIMITED TO, CONSTRUCTION MEANS, METHODS, TO, CONSTRUCTION MEANS, METHODS, TO, CONSTRUCTION MEANS, METHODS, CONSTRUCTION MEANS, METHODS, CONSTRUCTION MEANS, METHODS, MEANS, METHODS, MEANS, METHODS, METHODS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND OR PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND PROCEDURES NECESSARY FOR PERFORMING, SUPERINTENDING AND NECESSARY FOR PERFORMING, SUPERINTENDING AND NECESSARY FOR PERFORMING, SUPERINTENDING AND FOR PERFORMING, SUPERINTENDING AND FOR PERFORMING, SUPERINTENDING AND PERFORMING, SUPERINTENDING AND PERFORMING, SUPERINTENDING AND SUPERINTENDING AND SUPERINTENDING AND AND AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH ACCORDANCE WITH THE CONTRACT DOCUMENTS AND ANY HEALTH WITH THE CONTRACT DOCUMENTS AND ANY HEALTH WITH THE CONTRACT DOCUMENTS AND ANY HEALTH THE CONTRACT DOCUMENTS AND ANY HEALTH THE CONTRACT DOCUMENTS AND ANY HEALTH CONTRACT DOCUMENTS AND ANY HEALTH CONTRACT DOCUMENTS AND ANY HEALTH DOCUMENTS AND ANY HEALTH DOCUMENTS AND ANY HEALTH AND ANY HEALTH AND ANY HEALTH ANY HEALTH ANY HEALTH HEALTH HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, REQUIRED BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, BY ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, ANY REGULATORY AGENCIES. GREENMAN-PEDERSEN, REGULATORY AGENCIES. GREENMAN-PEDERSEN, REGULATORY AGENCIES. GREENMAN-PEDERSEN, AGENCIES. GREENMAN-PEDERSEN, AGENCIES. GREENMAN-PEDERSEN, GREENMAN-PEDERSEN, GREENMAN-PEDERSEN, GREENMAN-PEDERSEN, INC., ITS EMPLOYEES, AND SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL ITS EMPLOYEES, AND SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL ITS EMPLOYEES, AND SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL EMPLOYEES, AND SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL EMPLOYEES, AND SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL AND SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL AND SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL SUB-CONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL HAVE NO AUTHORITY TO EXERCISE ANY CONTROL NO AUTHORITY TO EXERCISE ANY CONTROL NO AUTHORITY TO EXERCISE ANY CONTROL AUTHORITY TO EXERCISE ANY CONTROL AUTHORITY TO EXERCISE ANY CONTROL TO EXERCISE ANY CONTROL TO EXERCISE ANY CONTROL EXERCISE ANY CONTROL EXERCISE ANY CONTROL ANY CONTROL ANY CONTROL CONTROL CONTROL OVER ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ANY CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR CONTRACTOR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR ITS EMPLOYEES IN CONNECTION WITH THEIR WORK OR EMPLOYEES IN CONNECTION WITH THEIR WORK OR EMPLOYEES IN CONNECTION WITH THEIR WORK OR IN CONNECTION WITH THEIR WORK OR IN CONNECTION WITH THEIR WORK OR CONNECTION WITH THEIR WORK OR CONNECTION WITH THEIR WORK OR WITH THEIR WORK OR WITH THEIR WORK OR THEIR WORK OR THEIR WORK OR WORK OR WORK OR OR OR ANY HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE HEALTH OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE OR SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE SAFETY PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE PROGRAMS OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE OR PROCEDURES. THE GENERAL CONTRACTOR SHALL BE PROCEDURES. THE GENERAL CONTRACTOR SHALL BE PROCEDURES. THE GENERAL CONTRACTOR SHALL BE THE GENERAL CONTRACTOR SHALL BE THE GENERAL CONTRACTOR SHALL BE THE GENERAL CONTRACTOR SHALL BE GENERAL CONTRACTOR SHALL BE GENERAL CONTRACTOR SHALL BE CONTRACTOR SHALL BE CONTRACTOR SHALL BE SHALL BE SHALL BE BE BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY. 12. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING DEVIATES FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING FROM THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING THE PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING PLANS AND SPECIFICATIONS, WITHOUT FIRST OBTAINING AND SPECIFICATIONS, WITHOUT FIRST OBTAINING AND SPECIFICATIONS, WITHOUT FIRST OBTAINING SPECIFICATIONS, WITHOUT FIRST OBTAINING SPECIFICATIONS, WITHOUT FIRST OBTAINING WITHOUT FIRST OBTAINING WITHOUT FIRST OBTAINING FIRST OBTAINING FIRST OBTAINING OBTAINING OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, DEVIATIONS FROM THE OWNER AND ENGINEER, DEVIATIONS FROM THE OWNER AND ENGINEER, FROM THE OWNER AND ENGINEER, FROM THE OWNER AND ENGINEER, THE OWNER AND ENGINEER, THE OWNER AND ENGINEER, OWNER AND ENGINEER, OWNER AND ENGINEER, AND ENGINEER, AND ENGINEER, ENGINEER, ENGINEER, CONTRACTOR SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK PAYMENT OF ALL COSTS TO CORRECT ANY WORK PAYMENT OF ALL COSTS TO CORRECT ANY WORK OF ALL COSTS TO CORRECT ANY WORK OF ALL COSTS TO CORRECT ANY WORK ALL COSTS TO CORRECT ANY WORK ALL COSTS TO CORRECT ANY WORK COSTS TO CORRECT ANY WORK COSTS TO CORRECT ANY WORK TO CORRECT ANY WORK TO CORRECT ANY WORK CORRECT ANY WORK CORRECT ANY WORK ANY WORK ANY WORK WORK WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR WITH RESPECT THERETO AND ALL COMPENSATORY OR WITH RESPECT THERETO AND ALL COMPENSATORY OR RESPECT THERETO AND ALL COMPENSATORY OR RESPECT THERETO AND ALL COMPENSATORY OR THERETO AND ALL COMPENSATORY OR THERETO AND ALL COMPENSATORY OR AND ALL COMPENSATORY OR AND ALL COMPENSATORY OR ALL COMPENSATORY OR ALL COMPENSATORY OR COMPENSATORY OR COMPENSATORY OR OR OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE THEREFROM.
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