LEGEND - Home l Atlantic Coast Pipeline · 2017-03-08 · legend property line fence ... \1 -...

13
gai consultants 7/18/16 MATCHLINE SHEET 108 MATCHLINE SHEET 110 LEGEND 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 AREA TSA = TOPSOIL SEGREGATION AREA PROPOSED 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 BY MONALOH 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 ACCURACY OF 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. © 2016 GAI Consultants, Inc.

Transcript of LEGEND - Home l Atlantic Coast Pipeline · 2017-03-08 · legend property line fence ... \1 -...

Page 1: LEGEND - Home l Atlantic Coast Pipeline · 2017-03-08 · legend property line fence ... \1 - reroute 1a\alignment sheets\2665-02 spread 1a sheet 109.dwg. 7/18/2016 10:07 am. 300

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LEGENDPROPERTY 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 AREA

TSA = TOPSOIL SEGREGATION AREA

PROPOSED 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 BY

MONALOH 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 ACCURACY

OF 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.

© 2016 GAI Consultants, Inc.

AutoCAD SHX Text
LL-05-001-E064 05-001-E064 N/F TAX MAP # 06 5000100000000 20,721 LF
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LL-05-001-E064 05-001-E064 N/F TAX MAP # 06 5000100000000 20,721 LF
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STREAM 10' WIDE SPOA400
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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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PROPOSED ACCESS ROAD 05-001-E064.AR1
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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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DRAWING NO.
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140468
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PROJECT NO./DASH NO.
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GROUP ID
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D
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00
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SUB TASK NO.
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TASK NO.
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005
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APPROVED:
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CHECKED:
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DRAWN:
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DATE:
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SCALE:
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AS SHOWN
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NSD
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E109
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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
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J:\2665 -GAI\WORK ORDER 02 - SOUTHEAST PIPELINE (SECTION 1)\1 - REROUTE 1A\ALIGNMENT SHEETS\2665-02 SPREAD 1A SHEET 109.DWG
AutoCAD SHX Text
7/18/2016 10:07 AM
AutoCAD SHX Text
300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
AutoCAD SHX Text
OF
AutoCAD SHX Text
PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
AutoCAD SHX Text
STATIONING & CONSTRUCTION LIMITS
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PROPERTY OWNERSHIP
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SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
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
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
AutoCAD SHX Text
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
AutoCAD SHX Text
7/18/16
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N
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NOTES:
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PIPE SPECIFICATION
AutoCAD SHX Text
STA. 5115+26
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STA. 5135+31
AutoCAD SHX Text
STA. 5136+25
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STA. 5136+79
AutoCAD SHX Text
STA. 5137+83
AutoCAD SHX Text
STA. 5139+34
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STA. 5139+64
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STA. 5140+14
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STA. 5140+63
AutoCAD SHX Text
STA. 5141+09
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STA. 5141+45
AutoCAD SHX Text
STA. 5141+95
AutoCAD SHX Text
STA. 5146+09
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STA. 5146+59
AutoCAD SHX Text
STA. 5146+94
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STA. 5147+47
AutoCAD SHX Text
STA. 5147+91
AutoCAD SHX Text
STA. 5148+32
AutoCAD SHX Text
STA. 5148+77
AutoCAD SHX Text
STA. 5149+29
AutoCAD SHX Text
STA. 5153+27
AutoCAD SHX Text
STA. 5153+73
AutoCAD SHX Text
STA. 5156+77
AutoCAD SHX Text
STA. 5159+37
AutoCAD SHX Text
STA. 5159+75
AutoCAD SHX Text
STA. 5160+18
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STA. 5160+61
AutoCAD SHX Text
STA. 5161+08
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STA. 5161+50
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STA. 5163+88
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STA. 5164+27
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STA. 5164+72
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STA. 5123+89
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STA. 5121+41
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STA. 5122+98
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STA. 5126+91
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STA. 5128+51
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STA. 5121+68
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STA. 5123+31
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STA. 5125+20
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STA. 5126+88
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50'
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TYP
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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.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
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26.75'
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58.25'
AutoCAD SHX Text
53.5'
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
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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 AREA

TSA = TOPSOIL SEGREGATION AREA

PROPOSED 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 BY

MONALOH 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 ACCURACY

OF 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.

AutoCAD SHX Text
LL-05-001-E064 05-001-E064 TAX MAP # 06 5000100000000 20,721 LF
AutoCAD SHX Text
83
AutoCAD SHX Text
LL-05-001-E064 05-001-E064 N/F TAX MAP # 06 5000100000000 20,721 LF
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
125'
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APPVD.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHKD.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
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.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
140468
AutoCAD SHX Text
PROJECT NO./DASH NO.
AutoCAD SHX Text
GROUP ID
AutoCAD SHX Text
D
AutoCAD SHX Text
00
AutoCAD SHX Text
SUB TASK NO.
AutoCAD SHX Text
TASK NO.
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005
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APPROVED:
AutoCAD SHX Text
CHECKED:
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DRAWN:
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DATE:
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SCALE:
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AS SHOWN
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GOS
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E110
AutoCAD SHX Text
110
AutoCAD SHX Text
CONSTRUCTION ALIGNMENT STA. 5166+00 TO 5220+00
AutoCAD SHX Text
DLH
AutoCAD SHX Text
NET
AutoCAD SHX Text
7/19/2016 7:50 AM
AutoCAD SHX Text
SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
AutoCAD SHX Text
J:\2665 -GAI\WORK ORDER 02 - SOUTHEAST PIPELINE (SECTION 1)\1 - REROUTE 1A\ALIGNMENT SHEETS\2665-02 SPREAD 1A SHEET 110.DWG
AutoCAD SHX Text
7/19/2016 7:50 AM
AutoCAD SHX Text
300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
AutoCAD SHX Text
OF
AutoCAD SHX Text
PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
AutoCAD SHX Text
STATIONING & CONSTRUCTION LIMITS
AutoCAD SHX Text
PROPERTY OWNERSHIP
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SCALE: 1" = 200'
AutoCAD SHX Text
200'
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0
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400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
AutoCAD SHX Text
RANDOLPH COUNTY, WEST VIRGINIA
AutoCAD SHX Text
344
AutoCAD SHX Text
42" AP-1 PIPELINE
AutoCAD SHX Text
C/O DOMINION TRANSMISSION, INC.
AutoCAD SHX Text
445 W. MAIN STREET, CLARKSBURG, WV 26301
AutoCAD SHX Text
ATLANTIC COAST PIPELINE, LLC
AutoCAD SHX Text
7/19/16
AutoCAD SHX Text
N
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
AutoCAD SHX Text
STA. 5166+72
AutoCAD SHX Text
STA. 5168+78
AutoCAD SHX Text
STA. 5169+23
AutoCAD SHX Text
STA. 5169+69
AutoCAD SHX Text
STA. 5170+17
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STA. 5170+54
AutoCAD SHX Text
STA. 5179+12
AutoCAD SHX Text
STA. 5180+98
AutoCAD SHX Text
STA. 5187+93
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STA. 5191+22
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STA. 5191+71
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STA. 5192+27
AutoCAD SHX Text
STA. 5194+37
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STA. 5194+90
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STA. 5195+81
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STA. 5196+31
AutoCAD SHX Text
STA. 5200+47
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STA. 5200+97
AutoCAD SHX Text
STA. 5201+45
AutoCAD SHX Text
STA. 5201+87
AutoCAD SHX Text
STA. 5203+59
AutoCAD SHX Text
STA. 5208+13
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STA. 5208+64
AutoCAD SHX Text
STA. 5209+16
AutoCAD SHX Text
STA. 5209+61
AutoCAD SHX Text
STA. 5210+14
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STA. 5213+42
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STA. 5213+94
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STA. 5214+42
AutoCAD SHX Text
STA. 5214+83
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STA. 5215+35
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STA. 5218+48
AutoCAD SHX Text
PROPOSED 42" AP-1 PIPELINE
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PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
53.5'
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13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
STA. 5203+00
Page 3: LEGEND - Home l Atlantic Coast Pipeline · 2017-03-08 · legend property line fence ... \1 - reroute 1a\alignment sheets\2665-02 spread 1a sheet 109.dwg. 7/18/2016 10:07 am. 300

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FENCE

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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 AREA

TSA = TOPSOIL SEGREGATION AREA

PROPOSED 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 BY

MONALOH 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 ACCURACY

OF 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.

AutoCAD SHX Text
LL-05-001-E064 05-001-E064 TAX MAP # 06 5000100000000 20,721 LF
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
LL-05-001-E064 05-001-E064 TAX MAP # 06 5000100000000 20,721 LF
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
125'
AutoCAD SHX Text
PROPOSED ACCESS ROAD 05-001-E064-AR3
AutoCAD SHX Text
APPVD.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHKD.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
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.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
140468
AutoCAD SHX Text
PROJECT NO./DASH NO.
AutoCAD SHX Text
GROUP ID
AutoCAD SHX Text
D
AutoCAD SHX Text
00
AutoCAD SHX Text
SUB TASK NO.
AutoCAD SHX Text
TASK NO.
AutoCAD SHX Text
005
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
GOS
AutoCAD SHX Text
E111
AutoCAD SHX Text
111
AutoCAD SHX Text
CONSTRUCTION ALIGNMENT STA. 5220+00 TO 5274+00
AutoCAD SHX Text
DLH
AutoCAD SHX Text
NET
AutoCAD SHX Text
7/18/2016 8:21 AM
AutoCAD SHX Text
SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
AutoCAD SHX Text
J:\2665 -GAI\WORK ORDER 02 - SOUTHEAST PIPELINE (SECTION 1)\1 - REROUTE 1A\ALIGNMENT SHEETS\2665-02 SPREAD 1A SHEET 111.DWG
AutoCAD SHX Text
7/18/2016 8:21 AM
AutoCAD SHX Text
300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
AutoCAD SHX Text
OF
AutoCAD SHX Text
PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
AutoCAD SHX Text
STATIONING & CONSTRUCTION LIMITS
AutoCAD SHX Text
PROPERTY OWNERSHIP
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
AutoCAD SHX Text
RANDOLPH COUNTY, WEST VIRGINIA
AutoCAD SHX Text
344
AutoCAD SHX Text
42" AP-1 PIPELINE
AutoCAD SHX Text
C/O DOMINION TRANSMISSION, INC.
AutoCAD SHX Text
445 W. MAIN STREET, CLARKSBURG, WV 26301
AutoCAD SHX Text
ATLANTIC COAST PIPELINE, LLC
AutoCAD SHX Text
7/18/16
AutoCAD SHX Text
N
AutoCAD SHX Text
PROPOSED 42" AP-1 PIPELINE
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
AutoCAD SHX Text
STA. 5221+46
AutoCAD SHX Text
STA. 5223+58
AutoCAD SHX Text
STA. 5228+53
AutoCAD SHX Text
STA. 5233+89
AutoCAD SHX Text
STA. 5239+05
AutoCAD SHX Text
STA. 5240+01
AutoCAD SHX Text
STA. 5240+97
AutoCAD SHX Text
STA. 5241+44
AutoCAD SHX Text
STA. 5241+93
AutoCAD SHX Text
STA. 5242+40
AutoCAD SHX Text
STA. 5242+84
AutoCAD SHX Text
STA. 5243+28
AutoCAD SHX Text
STA. 5245+50
AutoCAD SHX Text
STA. 5245+92
AutoCAD SHX Text
STA. 5252+07
AutoCAD SHX Text
STA. 5252+54
AutoCAD SHX Text
STA. 5253+01
AutoCAD SHX Text
STA. 5253+96
AutoCAD SHX Text
STA. 5255+28
AutoCAD SHX Text
STA. 5255+74
AutoCAD SHX Text
STA. 5257+85
AutoCAD SHX Text
STA. 5259+34
AutoCAD SHX Text
STA. 5260+21
AutoCAD SHX Text
STA. 5262+20
AutoCAD SHX Text
STA. 5264+91
AutoCAD SHX Text
STA. 5265+25
AutoCAD SHX Text
STA. 5266+61
AutoCAD SHX Text
STA. 5267+03
AutoCAD SHX Text
STA. 5267+85
AutoCAD SHX Text
STRING VIEW BAND
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
53.5'
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
STA. 5265+77
AutoCAD SHX Text
STA. 5239+57
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LEGENDPROPERTY 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 AREA

TSA = TOPSOIL SEGREGATION AREA

PROPOSED 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 BY

MONALOH 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 ACCURACY

OF 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.

AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
125'
AutoCAD SHX Text
APPVD.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHKD.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
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.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
140468
AutoCAD SHX Text
PROJECT NO./DASH NO.
AutoCAD SHX Text
GROUP ID
AutoCAD SHX Text
D
AutoCAD SHX Text
00
AutoCAD SHX Text
SUB TASK NO.
AutoCAD SHX Text
TASK NO.
AutoCAD SHX Text
005
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
GOS
AutoCAD SHX Text
E112
AutoCAD SHX Text
112
AutoCAD SHX Text
CONSTRUCTION ALIGNMENT STA. 5274+00 TO 5328+00
AutoCAD SHX Text
DLH
AutoCAD SHX Text
NET
AutoCAD SHX Text
7/18/2016 9:00 AM
AutoCAD SHX Text
SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
AutoCAD SHX Text
J:\2665 -GAI\WORK ORDER 02 - SOUTHEAST PIPELINE (SECTION 1)\1 - REROUTE 1A\ALIGNMENT SHEETS\2665-02 SPREAD 1A SHEET 112.DWG
AutoCAD SHX Text
7/18/2016 9:00 AM
AutoCAD SHX Text
300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
AutoCAD SHX Text
OF
AutoCAD SHX Text
PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
AutoCAD SHX Text
STATIONING & CONSTRUCTION LIMITS
AutoCAD SHX Text
PROPERTY OWNERSHIP
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
AutoCAD SHX Text
POCAHONTAS COUNTY, WEST VIRGINIA
AutoCAD SHX Text
344
AutoCAD SHX Text
42" AP-1 PIPELINE
AutoCAD SHX Text
C/O DOMINION TRANSMISSION, INC.
AutoCAD SHX Text
445 W. MAIN STREET, CLARKSBURG, WV 26301
AutoCAD SHX Text
ATLANTIC COAST PIPELINE, LLC
AutoCAD SHX Text
7/18/16
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
53.5'
AutoCAD SHX Text
PROPOSED 42" AP-1 PIPELINE
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
AutoCAD SHX Text
STA. 5284+20
AutoCAD SHX Text
N
AutoCAD SHX Text
STA. 5284+67
AutoCAD SHX Text
STA. 5285+11
AutoCAD SHX Text
STA. 5285+58
AutoCAD SHX Text
STA. 5286+75
AutoCAD SHX Text
STA. 5288+52
AutoCAD SHX Text
STA. 5289+00
AutoCAD SHX Text
STA. 5289+51
AutoCAD SHX Text
STA. 5290+59
AutoCAD SHX Text
STA. 5292+93
AutoCAD SHX Text
STA. 5297+95
AutoCAD SHX Text
STA. 5298+90
AutoCAD SHX Text
STA. 5302+17
AutoCAD SHX Text
STA. 5302+91
AutoCAD SHX Text
STA. 5303+39
AutoCAD SHX Text
STA. 5303+93
AutoCAD SHX Text
STA. 5304+40
AutoCAD SHX Text
STA. 5304+81
AutoCAD SHX Text
STA. 5305+26
AutoCAD SHX Text
STA. 5305+64
AutoCAD SHX Text
STA. 5306+78
AutoCAD SHX Text
STA. 5309+61
AutoCAD SHX Text
STA. 5310+13
AutoCAD SHX Text
STA. 5311+62
AutoCAD SHX Text
STA. 5312+32
AutoCAD SHX Text
STA. 5312+84
AutoCAD SHX Text
STA. 5317+47
AutoCAD SHX Text
STA. 5317+94
AutoCAD SHX Text
STA. 5318+39
AutoCAD SHX Text
STA. 5318+92
AutoCAD SHX Text
STA. 5319+29
AutoCAD SHX Text
STA. 5319+69
AutoCAD SHX Text
STA. 5323+88
AutoCAD SHX Text
STA. 5324+38
AutoCAD SHX Text
STA. 5325+40
AutoCAD SHX Text
STA. 5293+43
AutoCAD SHX Text
STA. 5294+00
AutoCAD SHX Text
STA. 5299+41
AutoCAD SHX Text
STA. 5297+79
AutoCAD SHX Text
STA. 5297+95
AutoCAD SHX Text
STA. 5298+90
AutoCAD SHX Text
STA. 5305+71
AutoCAD SHX Text
STA. 5308+00
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
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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 AREA

TSA = TOPSOIL SEGREGATION AREA

PROPOSED 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 BY

MONALOH 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 ACCURACY

OF 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.

AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
85
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
STREAM 20' WIDE SHIA407
AutoCAD SHX Text
STREAM 12' WIDE SHIA410
AutoCAD SHX Text
STREAM 15' WIDE SHIA409
AutoCAD SHX Text
WETLAND WHIA406F
AutoCAD SHX Text
STREAM 15' WIDE SHIA408
AutoCAD SHX Text
PROPOSED ACCESS ROAD 06-001-B001.AR3
AutoCAD SHX Text
PROPOSED ACCESS ROAD 06-001-B001.AR4
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
125'
AutoCAD SHX Text
APPVD.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHKD.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
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.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
140468
AutoCAD SHX Text
PROJECT NO./DASH NO.
AutoCAD SHX Text
GROUP ID
AutoCAD SHX Text
D
AutoCAD SHX Text
00
AutoCAD SHX Text
SUB TASK NO.
AutoCAD SHX Text
TASK NO.
AutoCAD SHX Text
005
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
GOS
AutoCAD SHX Text
E113
AutoCAD SHX Text
113
AutoCAD SHX Text
113 - CONSTRUCTION ALIGNMENT STA. 5328+00 TO 5382+00
AutoCAD SHX Text
DLH
AutoCAD SHX Text
NET
AutoCAD SHX Text
7/18/2016 9:16 AM
AutoCAD SHX Text
SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
AutoCAD SHX Text
J:\2665 -GAI\WORK ORDER 02 - SOUTHEAST PIPELINE (SECTION 1)\1 - REROUTE 1A\ALIGNMENT SHEETS\2665-02 SPREAD 1A SHEET 113.DWG
AutoCAD SHX Text
7/18/2016 9:16 AM
AutoCAD SHX Text
300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
AutoCAD SHX Text
OF
AutoCAD SHX Text
PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
AutoCAD SHX Text
STATIONING & CONSTRUCTION LIMITS
AutoCAD SHX Text
PROPERTY OWNERSHIP
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
AutoCAD SHX Text
POCAHONTAS COUNTY, WEST VIRGINIA
AutoCAD SHX Text
344
AutoCAD SHX Text
42" AP-1 PIPELINE
AutoCAD SHX Text
C/O DOMINION TRANSMISSION, INC.
AutoCAD SHX Text
445 W. MAIN STREET, CLARKSBURG, WV 26301
AutoCAD SHX Text
ATLANTIC COAST PIPELINE, LLC
AutoCAD SHX Text
7/18/16
AutoCAD SHX Text
N
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
AutoCAD SHX Text
STA. 5328+50
AutoCAD SHX Text
STA. 5328+92
AutoCAD SHX Text
STA. 5329+33
AutoCAD SHX Text
STA. 5331+26
AutoCAD SHX Text
STA. 5331+69
AutoCAD SHX Text
STA. 5332+62
AutoCAD SHX Text
STA. 5356+90
AutoCAD SHX Text
STA. 5366+49
AutoCAD SHX Text
STA. 5351+54
AutoCAD SHX Text
STA. 5346+44
AutoCAD SHX Text
STA. 5340+87
AutoCAD SHX Text
STA. 5340+45
AutoCAD SHX Text
STA. 5339+04
AutoCAD SHX Text
STA. 5381+52
AutoCAD SHX Text
STA. 5380+39
AutoCAD SHX Text
STA. 5379+94
AutoCAD SHX Text
STA. 5378+44
AutoCAD SHX Text
STA. 5375+61
AutoCAD SHX Text
STA. 5373+99
AutoCAD SHX Text
STA. 5358+92
AutoCAD SHX Text
STA. 5357+23
AutoCAD SHX Text
STA. 5355+28
AutoCAD SHX Text
STA. 5353+58
AutoCAD SHX Text
STA. 5348+61
AutoCAD SHX Text
STA. 5346+79
AutoCAD SHX Text
STA. 5345+27
AutoCAD SHX Text
STA. 5343+61
AutoCAD SHX Text
STA. 5344+25
AutoCAD SHX Text
STA. 5345+81
AutoCAD SHX Text
STA. 5347+52
AutoCAD SHX Text
STA. 5349+20
AutoCAD SHX Text
STA. 5354+55
AutoCAD SHX Text
STA. 5356+20
AutoCAD SHX Text
STA. 5357+71
AutoCAD SHX Text
STA. 5359+32
AutoCAD SHX Text
STA. 5375+27
AutoCAD SHX Text
STA. 5376+84
AutoCAD SHX Text
STA. 5379+50
AutoCAD SHX Text
STA. 5380+37
AutoCAD SHX Text
STA. 5381+08
AutoCAD SHX Text
STA. 5381+72
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
53.5'
AutoCAD SHX Text
PROPOSED 42" AP-1 PIPELINE
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
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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 AREA

TSA = TOPSOIL SEGREGATION AREA

PROPOSED 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 BY

MONALOH 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 ACCURACY

OF 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.

M

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AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
125'
AutoCAD SHX Text
LL-06-001-C038 06-001-C038 TAX MAP # 15-A-1
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ???? 22,038 LF
AutoCAD SHX Text
APPVD.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHKD.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
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.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
140468
AutoCAD SHX Text
PROJECT NO./DASH NO.
AutoCAD SHX Text
GROUP ID
AutoCAD SHX Text
D
AutoCAD SHX Text
00
AutoCAD SHX Text
SUB TASK NO.
AutoCAD SHX Text
TASK NO.
AutoCAD SHX Text
005
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
GOS
AutoCAD SHX Text
E114
AutoCAD SHX Text
114
AutoCAD SHX Text
CONSTRUCTION ALIGNMENT STA. 5382+00 TO 5436+00
AutoCAD SHX Text
DLH
AutoCAD SHX Text
NET
AutoCAD SHX Text
7/18/2016 9:29 AM
AutoCAD SHX Text
SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
AutoCAD SHX Text
J:\2665 -GAI\WORK ORDER 02 - SOUTHEAST PIPELINE (SECTION 1)\1 - REROUTE 1A\ALIGNMENT SHEETS\2665-02 SPREAD 1A SHEET 114.DWG
AutoCAD SHX Text
7/18/2016 9:29 AM
AutoCAD SHX Text
300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
AutoCAD SHX Text
OF
AutoCAD SHX Text
PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
AutoCAD SHX Text
STATIONING & CONSTRUCTION LIMITS
AutoCAD SHX Text
PROPERTY OWNERSHIP
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
AutoCAD SHX Text
POCAHONTAS COUNTY, WEST VIRGINIA
AutoCAD SHX Text
344
AutoCAD SHX Text
42" AP-1 PIPELINE
AutoCAD SHX Text
C/O DOMINION TRANSMISSION, INC.
AutoCAD SHX Text
445 W. MAIN STREET, CLARKSBURG, WV 26301
AutoCAD SHX Text
ATLANTIC COAST PIPELINE, LLC
AutoCAD SHX Text
7/18/16
AutoCAD SHX Text
N
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
AutoCAD SHX Text
STA. 5382+33
AutoCAD SHX Text
N
AutoCAD SHX Text
STA. 5386+76
AutoCAD SHX Text
STA. 5395+11
AutoCAD SHX Text
STA. 5395+52
AutoCAD SHX Text
STA. 5407+70
AutoCAD SHX Text
STA. 5408+12
AutoCAD SHX Text
STA. 5408+69
AutoCAD SHX Text
STA. 5409+06
AutoCAD SHX Text
STA. 5409+38
AutoCAD SHX Text
STA. 5412+00
AutoCAD SHX Text
STA. 5415+92
AutoCAD SHX Text
STA. 5417+22
AutoCAD SHX Text
STA. 5419+36
AutoCAD SHX Text
STA. 5421+89
AutoCAD SHX Text
STA. 5424+13
AutoCAD SHX Text
STA. 5431+07
AutoCAD SHX Text
STA. 5383+08
AutoCAD SHX Text
STA. 5384+75
AutoCAD SHX Text
STA. 5382+33
AutoCAD SHX Text
STA. 5383+88
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
53.5'
AutoCAD SHX Text
PROPOSED 42" AP-1 PIPELINE
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
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LEGENDPROPERTY 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 AREA

TSA = TOPSOIL SEGREGATION AREA

PROPOSED 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 BY

MONALOH 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 ACCURACY

OF 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.

AutoCAD SHX Text
LL-06-001-C040 06-001-C040 TAX MAP # 63-A-7 1,264 LF
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ------ 22,038 LF
AutoCAD SHX Text
40'
AutoCAD SHX Text
35'
AutoCAD SHX Text
50'
AutoCAD SHX Text
125'
AutoCAD SHX Text
LL-06-001-C040 06-001-C040 TAX MAP # 63-A-7 1,264 LF
AutoCAD SHX Text
LL-06-001-B001 06-001-B001 TAX MAP # ------ 22,038 LF
AutoCAD SHX Text
PROPOSED ACCESS ROAD 06-001-B001.AR5
AutoCAD SHX Text
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
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
125'
AutoCAD SHX Text
APPVD.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHKD.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
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.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
140468
AutoCAD SHX Text
PROJECT NO./DASH NO.
AutoCAD SHX Text
GROUP ID
AutoCAD SHX Text
D
AutoCAD SHX Text
00
AutoCAD SHX Text
SUB TASK NO.
AutoCAD SHX Text
TASK NO.
AutoCAD SHX Text
005
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
GOS
AutoCAD SHX Text
E115
AutoCAD SHX Text
115
AutoCAD SHX Text
115 - CONSTRUCTION ALIGNMENT STA. 5436+00 TO 5490+00
AutoCAD SHX Text
DLH
AutoCAD SHX Text
NET
AutoCAD SHX Text
7/18/2016 1:51 PM
AutoCAD SHX Text
SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
AutoCAD SHX Text
J:\2665 -GAI\WORK ORDER 02 - SOUTHEAST PIPELINE (SECTION 1)\1 - REROUTE 1A\ALIGNMENT SHEETS\2665-02 SPREAD 1A SHEET 115.DWG
AutoCAD SHX Text
7/18/2016 1:51 PM
AutoCAD SHX Text
300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
AutoCAD SHX Text
OF
AutoCAD SHX Text
PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
AutoCAD SHX Text
STATIONING & CONSTRUCTION LIMITS
AutoCAD SHX Text
PROPERTY OWNERSHIP
AutoCAD SHX Text
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
AutoCAD SHX Text
POCAHONTAS COUNTY, WEST VIRGINIA
AutoCAD SHX Text
344
AutoCAD SHX Text
42" AP-1 PIPELINE
AutoCAD SHX Text
C/O DOMINION TRANSMISSION, INC.
AutoCAD SHX Text
445 W. MAIN STREET, CLARKSBURG, WV 26301
AutoCAD SHX Text
ATLANTIC COAST PIPELINE, LLC
AutoCAD SHX Text
7/18/16
AutoCAD SHX Text
40'
AutoCAD SHX Text
35'
AutoCAD SHX Text
50'
AutoCAD SHX Text
75'
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
N
AutoCAD SHX Text
STA. 5436+98
AutoCAD SHX Text
STA. 5439+75
AutoCAD SHX Text
STA. 5443+99
AutoCAD SHX Text
STA. 5445+98
AutoCAD SHX Text
STA. 5447+05
AutoCAD SHX Text
STA. 5449+46
AutoCAD SHX Text
STA. 5451+44
AutoCAD SHX Text
STA. 5453+26
AutoCAD SHX Text
STA. 5458+88
AutoCAD SHX Text
STA. 5460+42
AutoCAD SHX Text
STA. 5462+53
AutoCAD SHX Text
STA. 5464+21
AutoCAD SHX Text
STA. 5469+42
AutoCAD SHX Text
STA. 5471+16
AutoCAD SHX Text
STA. 5472+92
AutoCAD SHX Text
STA. 5475+64
AutoCAD SHX Text
STA. 5476+26
AutoCAD SHX Text
STA. 5477+05
AutoCAD SHX Text
STA. 5480+66
AutoCAD SHX Text
STA. 5482+01
AutoCAD SHX Text
STA. 5483+50
AutoCAD SHX Text
STA. 5484+94
AutoCAD SHX Text
STA. 5486+16
AutoCAD SHX Text
STA. 5487+52
AutoCAD SHX Text
STA. 5479+03
AutoCAD SHX Text
STA. 5478+18
AutoCAD SHX Text
STA. 5466+96
AutoCAD SHX Text
STRING VIEW
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
53.5'
AutoCAD SHX Text
PROPOSED 42" AP-1 PIPELINE
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
STA. 5487+92
AutoCAD SHX Text
STA. 5487+89
AutoCAD SHX Text
STA. 5487+77
AutoCAD SHX Text
STA. 5487+75
AutoCAD SHX Text
STA. 5473+00
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LEGENDPROPERTY 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 AREA

TSA = TOPSOIL SEGREGATION AREA

PROPOSED 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 BY

MONALOH 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 ACCURACY

OF 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.

AutoCAD SHX Text
LL-06-001-C043 06-001-C043 MICHAEL W AND BETH H ARMSTRONG TAX MAP # 64-A-11 1,428 LF
AutoCAD SHX Text
LL-06-001-C043 06-001-C043 TAX MAP # 64-A-11 1,428 LF
AutoCAD SHX Text
LL-06-001-C004 06-001-C004 VALLEY HOME FARM LIMITED PTR TAX MAP # 63-A-8 1,554 LF
AutoCAD SHX Text
LL-06-001-C004 06-001-C004 TAX MAP # 63-A-8 1,544 LF
AutoCAD SHX Text
LL-06-001-C041 06-001-C041 STACEY EUGENE NEWCOMB TAX MAP # 64-1-41 232 LF
AutoCAD SHX Text
LL-06-001-C041 06-001-C041 TAX MAP # 64-1-41 232 LF
AutoCAD SHX Text
LL-06-001-C039 06-001-C039 TAX MAP # 64-A-2 2,451 LF
AutoCAD SHX Text
LL-06-001-C039 06-001-C039 STACEY E NEWCOMB TAX MAP # 64-A-2 2,451 LF
AutoCAD SHX Text
LL-06-001-C040 06-001-C040 LYNN E TOWNSEND TAX MAP # 63-A-7 1,264 LF
AutoCAD SHX Text
LL-06-001-C040 06-001-C040 TAX MAP # 63-A-7 1,264 LF
AutoCAD SHX Text
LL-06-001-C043 06-001-C043 MICHAEL W AND BETH H ARMSTRONG TAX MAP # 64-A-11 1,428 LF
AutoCAD SHX Text
LL-06-001-C043 06-001-C043 TAX MAP # 64-A-11 1,428 LF
AutoCAD SHX Text
LL-06-001-C039 06-001-C039 TAX MAP # 64-A-2 2,451 LF
AutoCAD SHX Text
LL-06-001-C039 06-001-C039 STACEY E NEWCOMB TAX MAP # 64-A-2 2,451 LF
AutoCAD SHX Text
LL-06-001-C040 06-001-C040 LYNN E TOWNSEND TAX MAP # 63-A-7 1,264 LF
AutoCAD SHX Text
LL-06-001-C040 06-001-C040 TAX MAP # 63-A-7 1,264 LF
AutoCAD SHX Text
STREAM 80' WIDE SHIE061
AutoCAD SHX Text
MILL GAP ROAD
AutoCAD SHX Text
WATER IMPOUND #6
AutoCAD SHX Text
LL-06-001-C041 06-001-C041 STACEY EUGENE NEWCOMB TAX MAP # 64-1-41 232 LF
AutoCAD SHX Text
LL-06-001-C041 06-001-C041 TAX MAP # 64-1-41 232 LF
AutoCAD SHX Text
LL-06-001-C004 06-001-C004 VALLEY HOME FARM LIMITED PTR TAX MAP # 63-A-8 1,554 LF
AutoCAD SHX Text
LL-06-001-C004 06-001-C004 TAX MAP # 63-A-8 1,544 LF
AutoCAD SHX Text
13.25'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
26.75'
AutoCAD SHX Text
58.25'
AutoCAD SHX Text
125'
AutoCAD SHX Text
APPVD.
AutoCAD SHX Text
NO.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DWN.
AutoCAD SHX Text
CHKD.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
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.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
140468
AutoCAD SHX Text
PROJECT NO./DASH NO.
AutoCAD SHX Text
GROUP ID
AutoCAD SHX Text
D
AutoCAD SHX Text
00
AutoCAD SHX Text
SUB TASK NO.
AutoCAD SHX Text
TASK NO.
AutoCAD SHX Text
005
AutoCAD SHX Text
APPROVED:
AutoCAD SHX Text
CHECKED:
AutoCAD SHX Text
DRAWN:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
JMS
AutoCAD SHX Text
E116
AutoCAD SHX Text
116
AutoCAD SHX Text
CONSTRUCTION ALIGNMENT STA. 5490+00 TO 5544+00
AutoCAD SHX Text
DLH
AutoCAD SHX Text
NET
AutoCAD SHX Text
7/18/2016 12:43 PM
AutoCAD SHX Text
SOUTHPOINTE OFFICE 6000 TOWN CENTER BLVD. CANONSBURG, PA 15317 724-873-3545
AutoCAD SHX Text
J:\2665 -GAI\WORK ORDER 02 - SOUTHEAST PIPELINE (SECTION 1)\1 - REROUTE 1A\ALIGNMENT SHEETS\2665-02 SPREAD 1A SHEET 116.DWG
AutoCAD SHX Text
7/18/2016 12:43 PM
AutoCAD SHX Text
300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
AutoCAD SHX Text
OF
AutoCAD SHX Text
PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
AutoCAD SHX Text
STATIONING & CONSTRUCTION LIMITS
AutoCAD SHX Text
PROPERTY OWNERSHIP
AutoCAD SHX Text
NOTE: STATIONING SHOWN ON THE DRAWING IS BASED ON SLOPE MEASUREMENTS.
AutoCAD SHX Text
POCAHONTAS COUNTY, WEST VIRGINIA
AutoCAD SHX Text
344
AutoCAD SHX Text
42" AP-1 PIPELINE
AutoCAD SHX Text
C/O DOMINION TRANSMISSION, INC.
AutoCAD SHX Text
445 W. MAIN STREET, CLARKSBURG, WV 26301
AutoCAD SHX Text
ATLANTIC COAST PIPELINE, LLC
AutoCAD SHX Text
7/18/16
AutoCAD SHX Text
40'
AutoCAD SHX Text
35'
AutoCAD SHX Text
50'
AutoCAD SHX Text
75'
AutoCAD SHX Text
PROPOSED 42" AP-1 PIPELINE
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED PERMANENT R.O.W.
AutoCAD SHX Text
PROPOSED TEMPORARY R.O.W.
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
SCALE: 1" = 200'
AutoCAD SHX Text
200'
AutoCAD SHX Text
0
AutoCAD SHX Text
400'
AutoCAD SHX Text
200'
AutoCAD SHX Text
STA. 5514+96
AutoCAD SHX Text
STA. 5490+42
AutoCAD SHX Text
N
AutoCAD SHX Text
STA. 5493+39
AutoCAD SHX Text
STA. 5496+38
AutoCAD SHX Text
STA. 5500+31
AutoCAD SHX Text
STA. 5503+66
AutoCAD SHX Text
STA. 5507+13
AutoCAD SHX Text
STA. 5508+84
AutoCAD SHX Text
STA. 5511+91
AutoCAD SHX Text
STA. 5520+48
AutoCAD SHX Text
STA. 5538+27
AutoCAD SHX Text
STA. 5540+01
AutoCAD SHX Text
STA. 5542+94
AutoCAD SHX Text
STA. 5511+50
AutoCAD SHX Text
STA. 5516+47
AutoCAD SHX Text
STA. 5513+16
AutoCAD SHX Text
STA. 5516+96
AutoCAD SHX Text
STA. 5518+46
AutoCAD SHX Text
STA. 5541+67
AutoCAD SHX Text
WATER IMPOUNDMENT AREA #6
AutoCAD SHX Text
STA. 5512+90
AutoCAD SHX Text
STA. 5509+96
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MA

TC

HLI

NE

SH

EE

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

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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

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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)

© 2016 GAI Consultants

EXISTING WELL

PROPOSED ACCESS ROAD

(COLOR SHOWN TO PROVIDE CLARITY ONLY)

7/19/16

Page 12: LEGEND - Home l Atlantic Coast Pipeline · 2017-03-08 · legend property line fence ... \1 - reroute 1a\alignment sheets\2665-02 spread 1a sheet 109.dwg. 7/18/2016 10:07 am. 300

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)

© 2016 GAI Consultants

EXISTING WELL

PROPOSED ACCESS ROAD

(COLOR SHOWN TO PROVIDE CLARITY ONLY)

MATCHLINESHEET 121

7/19/16

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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)

© 2016 GAI Consultants

EXISTING WELL

PROPOSED ACCESS ROAD

(COLOR SHOWN TO PROVIDE CLARITY ONLY)

7/19/16