THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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109
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CONSTRUCTION ALIGNMENT STA. 5112+00 TO 5166+00
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DLH
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NET
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7/18/2016 10:07 AM
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SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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DRAWING NO.
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140468
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E110
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110
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CONSTRUCTION ALIGNMENT STA. 5166+00 TO 5220+00
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DLH
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NET
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7/19/2016 7:50 AM
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SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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140468
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E111
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111
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CONSTRUCTION ALIGNMENT STA. 5220+00 TO 5274+00
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DLH
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NET
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7/18/2016 8:21 AM
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SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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DRAWING NO.
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140468
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E112
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112
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CONSTRUCTION ALIGNMENT STA. 5274+00 TO 5328+00
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DLH
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NET
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7/18/2016 9:00 AM
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SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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DRAWING NO.
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E113
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113
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113 - CONSTRUCTION ALIGNMENT STA. 5328+00 TO 5382+00
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DLH
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NET
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7/18/2016 9:16 AM
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SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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DRAWING NO.
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114
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CONSTRUCTION ALIGNMENT STA. 5382+00 TO 5436+00
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DLH
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NET
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7/18/2016 9:29 AM
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SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
LL-06-001-C039 06-001-C039 TAX MAP # 64-A-2 PPR=1,568 SQ FT/0.04 AC PTR=2,778 SQ FT/0.06 AC
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13.25'
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26.75'
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26.75'
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58.25'
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125'
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APPVD.
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NO.
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DATE
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DWN.
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CHKD.
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DESCRIPTION
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REVISIONS
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THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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115
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115 - CONSTRUCTION ALIGNMENT STA. 5436+00 TO 5490+00
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DLH
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NET
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7/18/2016 1:51 PM
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SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
THIS DRAWING WAS PRODUCED WITH COMPUTER AIDED DRAFTING TECHNOLOGY AND IS SUPPORTED BY ELECTRONIC DRAWING FILES. DO NOT REVISE THIS DRAWING VIA MANUAL DRAFTING METHODS.
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JMS
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116
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CONSTRUCTION ALIGNMENT STA. 5490+00 TO 5544+00
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DLH
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NET
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7/18/2016 12:43 PM
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SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
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POCAHONTAS COUNTY, WEST VIRGINIA
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344
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42" AP-1 PIPELINE
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C/O DOMINION TRANSMISSION, INC.
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445 W. MAIN STREET, CLARKSBURG, WV 26301
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ATLANTIC COAST PIPELINE, LLC
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7/18/16
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40'
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35'
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50'
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75'
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PROPOSED 42" AP-1 PIPELINE
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PROPOSED PERMANENT R.O.W.
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PROPOSED PERMANENT R.O.W.
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PROPOSED TEMPORARY R.O.W.
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NOTES:
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PIPE SPECIFICATION
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SCALE: 1" = 200'
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200'
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0
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400'
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200'
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SCALE: 1" = 200'
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200'
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0
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400'
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200'
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STA. 5514+96
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STA. 5490+42
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N
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STA. 5493+39
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STA. 5496+38
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STA. 5500+31
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STA. 5503+66
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STA. 5507+13
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STA. 5508+84
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STA. 5511+91
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STA. 5520+48
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STA. 5538+27
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STA. 5540+01
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STA. 5542+94
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STA. 5511+50
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STA. 5516+47
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STA. 5513+16
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STA. 5516+96
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STA. 5518+46
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STA. 5541+67
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WATER IMPOUNDMENT AREA #6
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STA. 5512+90
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STA. 5509+96
MA
TC
HLI
NE
SH
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T 1
16
PROPERTY LINE
FENCE
STREAM
EXISTING GAS PIPELINE
OVERHEAD UTILITY LINES
PROPOSED GAS PIPELINE
STORM SEWER
WATER LINE
SANITARY SEWER
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
UTILITY POLE
EXTRA WORK SPACE
AREA OF NO DISTURBANCE
WETLAND
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
PTR = PROPOSED TEMPORARY R.O.W.PPR = PROPOSED PERMANENT R.O.W.EWSA = EXTRA WORK SPACE AREATSA = TOPSOIL SEGREGATION AREAPROPOSED GAS PIPELINE (NO GROUND SURVEY)
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BYMONALOH BASIN ENGINEERS, INC. ON 06-02-2014 THRU 06-26-2014 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 ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI
& MONALOH BASIN ENGINEERS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACYOF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY NRG.6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR COMPLETE REQUIREMENTS AND BMP LOCATIONS.7. ALL STATIONING SHOWN IS SLOPE STATIONING.
MATCHLINE
SHEET 118
MA
TC
HLIN
E
SH
EE
T 117
PROPERTY LINE
FENCE
STREAM
EXISTING GAS PIPELINE
OVERHEAD UTILITY LINES
PROPOSED GAS PIPELINE
STORM SEWER
WATER LINE
SANITARY SEWER
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
UTILITY POLE
EXTRA WORK SPACE
AREA OF NO DISTURBANCE
WETLAND
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
PTR = PROPOSED TEMPORARY R.O.W.PPR = PROPOSED PERMANENT R.O.W.EWSA = EXTRA WORK SPACE AREATSA = TOPSOIL SEGREGATION AREAPROPOSED GAS PIPELINE (NO GROUND SURVEY)
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BYMONALOH BASIN ENGINEERS, INC. ON 06-02-2014 THRU 06-26-2014 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 ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI
& MONALOH BASIN ENGINEERS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACYOF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY NRG.6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR COMPLETE REQUIREMENTS AND BMP LOCATIONS.7. ALL STATIONING SHOWN IS SLOPE STATIONING.
MA
TC
HLIN
E S
HE
ET
119
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BYMONALOH BASIN ENGINEERS, INC. ON 06-02-2014 THRU 06-26-2014 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 ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI
& MONALOH BASIN ENGINEERS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACYOF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY NRG.6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR COMPLETE REQUIREMENTS AND BMP LOCATIONS.7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPERTY LINE
FENCE
STREAM
EXISTING GAS PIPELINE
OVERHEAD UTILITY LINES
PROPOSED GAS PIPELINE
STORM SEWER
WATER LINE
SANITARY SEWER
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
UTILITY POLE
EXTRA WORK SPACE
AREA OF NO DISTURBANCE
WETLAND
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
PTR = PROPOSED TEMPORARY R.O.W.PPR = PROPOSED PERMANENT R.O.W.EWSA = EXTRA WORK SPACE AREATSA = TOPSOIL SEGREGATION AREAPROPOSED GAS PIPELINE (NO GROUND SURVEY)
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BYMONALOH BASIN ENGINEERS, INC. ON 06-02-2014 THRU 06-26-2014 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 ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI
& MONALOH BASIN ENGINEERS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACYOF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY NRG.6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR COMPLETE REQUIREMENTS AND BMP LOCATIONS.7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPERTY LINE
FENCE
STREAM
EXISTING GAS PIPELINE
OVERHEAD UTILITY LINES
PROPOSED GAS PIPELINE
STORM SEWER
WATER LINE
SANITARY SEWER
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
UTILITY POLE
EXTRA WORK SPACE
AREA OF NO DISTURBANCE
WETLAND
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
PTR = PROPOSED TEMPORARY R.O.W.PPR = PROPOSED PERMANENT R.O.W.EWSA = EXTRA WORK SPACE AREATSA = TOPSOIL SEGREGATION AREAPROPOSED GAS PIPELINE (NO GROUND SURVEY)
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BYMONALOH BASIN ENGINEERS, INC. ON 06-02-2014 THRU 06-26-2014 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 ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI
& MONALOH BASIN ENGINEERS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACYOF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY NRG.6. THESE DRAWINGS ARE NOT INTENDED TO PROVIDE EROSION AND SEDIMENTATION CONTROL REQUIREMENTS.
SEE EROSION AND SEDIMENTATION CONTROL PLANS FOR COMPLETE REQUIREMENTS AND BMP LOCATIONS.7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPERTY LINE
FENCE
STREAM
EXISTING GAS PIPELINE
OVERHEAD UTILITY LINES
PROPOSED GAS PIPELINE
STORM SEWER
WATER LINE
SANITARY SEWER
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
UTILITY POLE
EXTRA WORK SPACE
AREA OF NO DISTURBANCE
WETLAND
TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
PTR = PROPOSED TEMPORARY R.O.W.PPR = PROPOSED PERMANENT R.O.W.EWSA = EXTRA WORK SPACE AREATSA = TOPSOIL SEGREGATION AREAPROPOSED GAS PIPELINE (NO GROUND SURVEY)