20140957 Ver 2_Raleigh Region AP-2 Cover Sheets_20170920

8/18/2017 4:03 PM© 2017 GAI Consultants, Inc.8/18/2017 4:03 PMATLANTIC COAST PIPELINE PROJECT - 36" AP-2 PIPELINE
EXTRA WORK SPACE
WETLAND
PROPOSED TEMPORARY
R.O.W.
PROPERTY LINE
FENCE
STREAM
EXISTING GAS PIPELINE
OVERHEAD UTILITY LINES
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
CULVERT
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED ACCESS ROAD
EDGE OF PAVEMENT
WELL
TANK
SCALE: 1" = 6000'
6000'0 12000'6000'
PROPOSED GAS PIPELINE
DITCH
℄ ROAD
UTILITY POLE
GAS MARKER
TEST STATION
COUNTY LINE
WELDON QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
HALIFAX QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
SKIPPERS QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
RINGWOOD QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
DARLINGTON QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
ENFIELD QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
DRAKE QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
BEGIN 36" AP-2
PIPELINE
SCALE: 1" = 6000'
6000'0 12000'6000'
08/04/17
gai consultants - NC, inc.
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81° W
2.CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB-METER ACCURACY.
3.AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4.THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5.STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6.ALL STATIONING SHOWN IS SLOPE STATIONING.
7.ERM AND SCOTT A. ROBINSON, NC P. E. NO. 025947 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AND SEDIMENTATION CONTROL (E&SC) BEST MANAGEMENT PRACTICES (BMPS) ON THIS
ALIGNMENT PLAN SHEET PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. ERM IS SOLELY RESPONSIBLE FOR
THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE
SOURCE DATA PROVIDED AND AS DESCRIBED IN THE GENERAL NOTES SECTION OF THIS PLAN SET. NO
RESPONSIBILITY IS ASSUMED FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS.
ERM RETAINS NO RESPONSIBILITY OR LIABILITY FOR INFORMATION DEVELOPED, PREPARED OR OTHERWISE
PROVIDED BY OTHERS, OR FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR DESIGNS OR WORK PRODUCTS OF ANY TYPE TO THE EXTENT THAT THEY
ARE BASED UPON OR DERIVED FROM SUCH INCORRECT INFORMATION OR DATA.
8/18/2017 4:03 PM© 2017 GAI Consultants, Inc.8/18/2017 4:03 PMATLANTIC COAST PIPELINE PROJECT - 36" AP-2 PIPELINE
EXTRA WORK SPACE
WETLAND
PROPOSED TEMPORARY
R.O.W.
PROPERTY LINE
FENCE
STREAM
EXISTING GAS PIPELINE
OVERHEAD UTILITY LINES
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
CULVERT
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED ACCESS ROAD
EDGE OF PAVEMENT
WELL
TANK
SCALE: 1" = 6000'
6000'0 12000'6000'
PROPOSED GAS PIPELINE
DITCH
℄ ROAD
UTILITY POLE
GAS MARKER
TEST STATION
COUNTY LINE
DRAKE QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
NASHVILLE QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
WINSTEAD CROSSROADS QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
LUCAMA QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
BAILEY QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
SPRING HOPE QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
RED OAK QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
STANCILS CHAPEL QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
SCALE: 1" = 6000'
6000'0 12000'6000'
08/04/17
gai consultants - NC, inc.
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81° W
2.CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB-METER ACCURACY.
3.AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4.THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5.STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6.ALL STATIONING SHOWN IS SLOPE STATIONING.
7.ERM AND SCOTT A. ROBINSON, NC P. E. NO. 025947 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AND SEDIMENTATION CONTROL (E&SC) BEST MANAGEMENT PRACTICES (BMPS) ON THIS
ALIGNMENT PLAN SHEET PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. ERM IS SOLELY RESPONSIBLE FOR
THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE
SOURCE DATA PROVIDED AND AS DESCRIBED IN THE GENERAL NOTES SECTION OF THIS PLAN SET. NO
RESPONSIBILITY IS ASSUMED FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS.
ERM RETAINS NO RESPONSIBILITY OR LIABILITY FOR INFORMATION DEVELOPED, PREPARED OR OTHERWISE
PROVIDED BY OTHERS, OR FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR DESIGNS OR WORK PRODUCTS OF ANY TYPE TO THE EXTENT THAT THEY
ARE BASED UPON OR DERIVED FROM SUCH INCORRECT INFORMATION OR DATA.
8/18/2017 4:04 PM© 2017 GAI Consultants, Inc.8/18/2017 4:04 PMATLANTIC COAST PIPELINE PROJECT - 36" AP-2 PIPELINE
EXTRA WORK SPACE
WETLAND
PROPOSED TEMPORARY
R.O.W.
PROPERTY LINE
FENCE
STREAM
EXISTING GAS PIPELINE
OVERHEAD UTILITY LINES
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
CULVERT
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED ACCESS ROAD
EDGE OF PAVEMENT
WELL
TANK
SCALE: 1" = 6000'
6000'0 12000'6000'
PROPOSED GAS PIPELINE
DITCH
℄ ROAD
UTILITY POLE
GAS MARKER
TEST STATION
COUNTY LINE
KENLEY WEST QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
FOUR OAKS NE QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
NEWTON GROWTH N QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
PEACOCKS CROSSROADS QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
FOUR OAKS QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
SELMA QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
STANCILS CHAPEL QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
DUNN CROSSROADS QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES
(TOPOGRAPHIC)
08/04/17
gai consultants - NC, inc.
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81° W
2.CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB-METER ACCURACY.
3.AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4.THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5.STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6.ALL STATIONING SHOWN IS SLOPE STATIONING.
7.ERM AND SCOTT A. ROBINSON, NC P. E. NO. 025947 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AND SEDIMENTATION CONTROL (E&SC) BEST MANAGEMENT PRACTICES (BMPS) ON THIS
ALIGNMENT PLAN SHEET PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. ERM IS SOLELY RESPONSIBLE FOR
THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE
SOURCE DATA PROVIDED AND AS DESCRIBED IN THE GENERAL NOTES SECTION OF THIS PLAN SET. NO
RESPONSIBILITY IS ASSUMED FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS.
ERM RETAINS NO RESPONSIBILITY OR LIABILITY FOR INFORMATION DEVELOPED, PREPARED OR OTHERWISE
PROVIDED BY OTHERS, OR FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR DESIGNS OR WORK PRODUCTS OF ANY TYPE TO THE EXTENT THAT THEY
ARE BASED UPON OR DERIVED FROM SUCH INCORRECT INFORMATION OR DATA.