legend - home - atlantic coast pipeline · 2017-03-08 · ll-05-001-e099 05-001-e099 tax map # 04...

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gai consultants 7/19/16 MATCHLINE SHEET 100 MATCHLINE SHEET 102 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.

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Page 1: LEGEND - Home - Atlantic Coast Pipeline · 2017-03-08 · ll-05-001-e099 05-001-e099 tax map # 04 83a002200000000 1151 sq. ft ppr 8749 sq. ft ewsa. ll-05-001-e098 05-001-e098 tax

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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
BACK MTN ROAD
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LL-05-001-E043 05-001-E043 TAX MAP # 03 30001200000000 102 LF
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LL-05-001-E093 05-001-E093 TAX MAP # 03 30001100010000 951 LF
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LL-05-001-E093 05-001-E093 TAX MAP # 03 30001100010000 19 LF
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LL-05-001-E045 05-001-E045 TAX MAP # 07 61002100000000 105 LF
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GREENBRIER RIVER
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LL-05-001-E102 05-001-E102 TAX MAP # 04 83A001300000000 930 LF
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LL-05-001-E105 05-001-E105 TAX MAP # 04 83A001100000000 645 LF
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LL-05-001-E106 05-001-E106 TAX MAP # 04 83A001000000000 427 LF
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LL-05-001-E107 05-001-E107 TAX MAP # 04 83A000900000000 140 LF
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LL-05-001-E051 05-001-E051 TAX MAP # 06 1000200000000 8,798 LF
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LL-05-001-E036 05-001-E036 TAX MAP # 03 30000800000000 3,354 LF
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LL-05-001-E093 05-001-E093 TAX MAP # 03 30001100010000 720 LF
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LL-05-001-E095 05-001-E095 TAX MAP #03 32003400000000 399 SQ. FT PTR 5618 SQ. FT EWSA
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LL-05-001-???? 05-001-???? UNKNOWN OWNER EWSA=682 SQ FT
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LL-05-001-E098 05-001-E098 TAX MAP # 04 83A002000000000 185 LF
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LL-05-001-E097 05-001-E097 TAX MAP # 04 82A002000010000 PPR=6 SQ FT PTR=3103 SQ FT
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LL-05-001-???? 05-001-???? UNKNOWN OWNER EWSA=362 SQ FT
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LL-05-001-E045 05-001-E045 TAX MAP # 07 61002100000000 105 LF
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BACK MOUNTAIN RD
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ASPHALT
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LL-05-001-E043 05-001-E043 TAX MAP # 03 30001200000000 102 LF
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LL-05-001-E093 05-001-E093 TAX MAP # 03 30001100010000 19 LF 720 LF
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LL-05-001-E095 05-001-E095 TAX MAP #03 32003400000000 399 SQ. FT PTR 5618 SQ. FT EWSA
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LL-05-001-E099 05-001-E099 TAX MAP # 04 83A002200000000 1151 SQ. FT PPR 8749 SQ. FT EWSA
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LL-05-001-E098 05-001-E098 TAX MAP # 04 83A002000000000 185 LF
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LL-05-001-E102 05-001-E102 TAX MAP # 04 83A001300000000 930 LF
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LL-05-001-E105 05-001-E105 TAX MAP # 04 83A001100000000 645 LF
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LL-05-001-E106 05-001-E106 TAX MAP # 04 83A001000000000 427 LF
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LL-05-001-E107 05-001-E107 TAX MAP # 04 83A000900000000 140 LF
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LL-05-001-E051 05-001-E051 TAX MAP # 06 1000200000000 8,798 LF
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LL-05-001-E036 05-001-E036 TAX MAP # 03 30000800000000 3,354 LF
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LL-05-001-E093 05-001-E093 TAX MAP # 03 30001100010000 951 LF
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STREAM 5' WIDE SPOC119
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WETLAND WPOC104E
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WETLAND WPOC106E
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WETLAND WPOC107S
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STREAM 18' WIDE SPOE012
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WATER IMPOUNDMENT AREA #5
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LL-05-001-E097 05-001-E097 TAX MAP # 04 82A002000010000 PPR=6 SQ FT PTR=3103 SQ FT
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LL-05-001-???? 05-001-???? UNKNOWN OWNER EWSA=682 SQ FT
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LL-05-001-???? 05-001-???? UNKNOWN OWNER EWSA=362 SQ FT
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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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SUB TASK NO.
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TASK NO.
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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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GOS
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E101
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101
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CONSTRUCTION ALIGNMENT STA. 4680+00 TO 4734+00
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DLH
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NET
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7/19/2016 1:44 PM
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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 101.DWG
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7/19/2016 1:44 PM
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300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
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OF
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PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
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STATIONING & CONSTRUCTION LIMITS
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PROPERTY OWNERSHIP
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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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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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7/19/16
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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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STA. 4680+53
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STA. 4681+55
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STA. 4682+75
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STA. 4683+29
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STA. 4683+72
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STA. 4684+84
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STA. 4685+37
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STA. 4691+23
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STA. 4691+73
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STA. 4693+00
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STA. 4693+57
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STA. 4694+33
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STA. 4694+81
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STA. 4695+28
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STA. 4696+28
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STA. 4696+73
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STA. 4697+16
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STA. 4697+62
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STA. 4698+06
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STA. 4698+48
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STA. 4700+67
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STA. 4704+84
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STA. 4705+34
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STA. 4708+71
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STA. 4715+89
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STA. 4716+39
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STA. 4717+23
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STA. 4727+97
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STA. 4730+57
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STA. 4730+97
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STA. 4684+39
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STA. 4658+83
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STA. 4686+38
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STA. 4686+71
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STA. 4687+25
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STA. 4688+58
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STA. 4689+24
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STA. 4689+96
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STA. 4692+18
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STA. 4692+69
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STA. 4705+86
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STA. 4707+63
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STA. 4704+32
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STA. 4706+10
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STA. 4724+78
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STA. 4726+34
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STA. 4727+55
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STA. 4729+04
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STA. 4680+77
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STA. 4683+04
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STA. 4682+28
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STA. 4683+11
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STA. 4684+98
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STA. 4685+46
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STA. 4687+14
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STA. 4689+65
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STA. 4690+26
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STA. 4691+78
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STA. 4692+63
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STA. 4699+16
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STA. 4700+70
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STA. 4723+99
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STA. 4725+55
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STA. 4727+30
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STA. 4728+93
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N
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STA. 4720+02
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STA. 4680+04
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STA. 4680+72
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STA. 4704+00
Page 2: LEGEND - Home - Atlantic Coast Pipeline · 2017-03-08 · ll-05-001-e099 05-001-e099 tax map # 04 83a002200000000 1151 sq. ft ppr 8749 sq. ft ewsa. ll-05-001-e098 05-001-e098 tax

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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.

© 2016 GAI Consultants, Inc.

Page 3: LEGEND - Home - Atlantic Coast Pipeline · 2017-03-08 · ll-05-001-e099 05-001-e099 tax map # 04 83a002200000000 1151 sq. ft ppr 8749 sq. ft ewsa. ll-05-001-e098 05-001-e098 tax

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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.

© 2016 GAI Consultants, Inc.

Page 4: LEGEND - Home - Atlantic Coast Pipeline · 2017-03-08 · ll-05-001-e099 05-001-e099 tax map # 04 83a002200000000 1151 sq. ft ppr 8749 sq. ft ewsa. ll-05-001-e098 05-001-e098 tax

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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.

© 2016 GAI Consultants, Inc.

AutoCAD SHX Text
LL-05-001-E052 05-001-E052 TAX MAP # 04 84001300000000 1,925 LF
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LL-05-001-E051 05-001-E051 TAX MAP # 06 1000200000000 2,330 LF
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LL-05-001-E053 05-001-E053 TAX MAP # 04 84001200000000 2,616 LF
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LL-05-001-E051 05-001-E051 TAX MAP # 06 1000200000000 2,330 LF
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LL-05-001-E053 05-001-E053 TAX MAP # 04 84001200000000 2,616 LF
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40'
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35'
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50'
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125'
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LL-05-001-E052 05-001-E052 TAX MAP # 04 84001300000000 383 LF 1,925 LF
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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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E104
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104
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CONSTRUCTION ALIGNMENT STA. 4842+00 TO 4896+00
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DLH
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NET
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7/18/2016 3:30 PM
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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 104.DWG
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7/18/2016 3:30 PM
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300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
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OF
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PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
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STATIONING & CONSTRUCTION LIMITS
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PROPERTY OWNERSHIP
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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'
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
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40'
AutoCAD SHX Text
35'
AutoCAD SHX Text
50'
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75'
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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
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
AutoCAD SHX Text
STA. 4842+38
AutoCAD SHX Text
PROPOSED 42" AP-1 PIPELINE
AutoCAD SHX Text
N
AutoCAD SHX Text
STA. 4844+47
AutoCAD SHX Text
STA. 4845+85
AutoCAD SHX Text
STA. 4846+18
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STA. 4846+76
AutoCAD SHX Text
STA. 4847+17
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STA. 4847+64
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STA. 4849+73
AutoCAD SHX Text
STA. 4850+60
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STA. 4851+09
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STA. 4851+64
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STA. 4852+58
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STA. 4853+02
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STA. 4855+23
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STA. 4857+26
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STA. 4857+95
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STA. 4858+63
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STA. 4859+14
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STA. 4860+20
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STA. 4860+66
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STA. 4861+16
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STA. 4861+63
AutoCAD SHX Text
STA. 4862+12
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STA. 4865+10
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STA. 4865+84
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STA. 4868+11
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STA. 4869+58
AutoCAD SHX Text
STA. 4870+70
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STA. 4871+08
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STA. 4871+60
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STA. 4873+06
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STA. 4875+10
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STA. 4875+90
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STA. 4876+36
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STA. 4876+83
AutoCAD SHX Text
STA. 4877+54
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STA. 4879+23
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STA. 4880+24
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STA. 4884+76
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STA. 4886+28
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STA. 4888+79
AutoCAD SHX Text
STA. 4890+30
AutoCAD SHX Text
STA. 4892+80
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STA. 4893+30
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STA. 4893+63
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STA. 4895+23
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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-E053 05-001-E053 TAX MAP # 04 84001200000000 2,616 LF
AutoCAD SHX Text
LL-05-001-E051 05-001-E051 TAX MAP # 06 1000200000000 7,997 LF
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LL-05-001-E055.1 05-001-E055.1 TAX MAP # 06 1B000200000000 1,740 LF
AutoCAD SHX Text
40'
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35'
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50'
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125'
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STREAM 12' WIDE SPOE013
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STREAM 8' WIDE SPOE014
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STREAM 6' WIDE SPOE010
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ROUTE 28
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ASPHALT
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LL-05-001-E051 05-001-E051 TAX MAP # 06 1000200000000 7,997 LF
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LL-05-001-E053 05-001-E053 TAX MAP # 04 84001200000000 2,616 LF
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LL-05-001-E055.1 05-001-E055.1 TAX MAP # 06 1B000200000000 1,740 LF
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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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GOS
AutoCAD SHX Text
E106
AutoCAD SHX Text
105
AutoCAD SHX Text
CONSTRUCTION ALIGNMENT STA. 4896+00 TO 4950+00
AutoCAD SHX Text
DLH
AutoCAD SHX Text
NET
AutoCAD SHX Text
7/19/2016 8:27 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 105.DWG
AutoCAD SHX Text
7/19/2016 8:27 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
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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
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
7/19/16
AutoCAD SHX Text
N
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
STA. 4898+80
AutoCAD SHX Text
STA. 4907+58
AutoCAD SHX Text
STA. 4907+07
AutoCAD SHX Text
STA. 4915+63
AutoCAD SHX Text
STA. 4917+28
AutoCAD SHX Text
STA. 4919+51
AutoCAD SHX Text
STA. 4926+94
AutoCAD SHX Text
STA. 4944+79
AutoCAD SHX Text
STA. 4945+83
AutoCAD SHX Text
STA. 4906+59
AutoCAD SHX Text
STA. 4902+91
AutoCAD SHX Text
STA. 4903+43
AutoCAD SHX Text
STA. 4910+57
AutoCAD SHX Text
STA. 4916+80
AutoCAD SHX Text
STA. 4919+07
AutoCAD SHX Text
STA. 4919+96
AutoCAD SHX Text
STA. 4944+23
AutoCAD SHX Text
STA. 4948+83
AutoCAD SHX Text
STA. 4943+84
AutoCAD SHX Text
STA. 4939+36
AutoCAD SHX Text
STA. 4938+87
AutoCAD SHX Text
STA. 4938+40
AutoCAD SHX Text
STA. 4935+69
AutoCAD SHX Text
STA. 4935+16
AutoCAD SHX Text
STA. 4934+78
AutoCAD SHX Text
STA. 4933+81
AutoCAD SHX Text
STA. 4933+36
AutoCAD SHX Text
STA. 4949+58
AutoCAD SHX Text
STA. 4909+84
AutoCAD SHX Text
STA. 4916+52
AutoCAD SHX Text
STA. 4947+49
AutoCAD SHX Text
STA. 4945+94
AutoCAD SHX Text
STA. 4915+34
AutoCAD SHX Text
STA. 4908+34
AutoCAD SHX Text
STA. 4904+98
AutoCAD SHX Text
STA. 4903+67
AutoCAD SHX Text
STA. 4909+41
AutoCAD SHX Text
STA. 4915+42
AutoCAD SHX Text
STA. 4946+34
AutoCAD SHX Text
STA. 4947+88
AutoCAD SHX Text
STA. 4917+62
AutoCAD SHX Text
STA. 4910+75
AutoCAD SHX Text
STA. 4960+99
AutoCAD SHX Text
STA. 4905+05
AutoCAD SHX Text
STA. 4905+17
AutoCAD SHX Text
STA. 4905+36
AutoCAD SHX Text
STA. 4905+48
AutoCAD SHX Text
STA. 4905+08
AutoCAD SHX Text
STA. 4915+39
AutoCAD SHX Text
STA. 4932+90
AutoCAD SHX Text
STA. 4896+05
Page 6: LEGEND - Home - Atlantic Coast Pipeline · 2017-03-08 · ll-05-001-e099 05-001-e099 tax map # 04 83a002200000000 1151 sq. ft ppr 8749 sq. ft ewsa. ll-05-001-e098 05-001-e098 tax

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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-E051 05-001-E051 TAX MAP # 06 1000200000000 7,997 LF
AutoCAD SHX Text
LL-05-001-E057 05-001-E057 TAX MAP # 06 2A000400000000 1,528 LF
AutoCAD SHX Text
LL-05-001-E051 05-001-E051 TAX MAP # 06 1000200000000 7,997 LF
AutoCAD SHX Text
LL-05-001-E057 05-001-E057 TAX MAP # 06 2A000400000000 1,528 LF
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40'
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35'
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50'
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125'
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13.25'
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26.75'
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26.75'
AutoCAD SHX Text
58.25'
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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.
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140468
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PROJECT NO./DASH NO.
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GROUP ID
AutoCAD SHX Text
D
AutoCAD SHX Text
00
AutoCAD SHX Text
SUB TASK NO.
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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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E106
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106
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CONSTRUCTION ALIGNMENT STA. 4950+00 TO 5004+00
AutoCAD SHX Text
DLH
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NET
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7/19/2016 8:14 AM
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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 106.DWG
AutoCAD SHX Text
7/19/2016 8:14 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
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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
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
7/19/16
AutoCAD SHX Text
N
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
PIPE SPECIFICATION
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
STA. 4952+63
AutoCAD SHX Text
STA. 4972+31
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STA. 4974+74
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STA. 4979+03
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STA. 4984+08
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STA. 4983+60
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STA. 4983+12
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STA. 4977+49
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STA. 4969+71
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STA. 4961+24
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STA. 4955+79
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STA. 4993+41
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STA. 4994+87
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STA. 4995+33
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STA. 4996+11
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STA. 4999+16
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STA. 5001+76
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STA. 5002+23
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STA. 4951+70
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STA. 4950+19
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STRING VIEW BAND
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STA. 4991+48
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STA. 4996+11
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STA. 4979+03
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STA. 4986+65
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STA. 4991+48
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STA. 4997+01
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13.25'
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26.75'
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58.25'
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26.75'
AutoCAD SHX Text
STA. 5002+75
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STA. 5002+56
Page 7: LEGEND - Home - Atlantic Coast Pipeline · 2017-03-08 · ll-05-001-e099 05-001-e099 tax map # 04 83a002200000000 1151 sq. ft ppr 8749 sq. ft ewsa. ll-05-001-e098 05-001-e098 tax

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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.

© 2016 GAI Consultants, Inc.

Page 8: LEGEND - Home - Atlantic Coast Pipeline · 2017-03-08 · ll-05-001-e099 05-001-e099 tax map # 04 83a002200000000 1151 sq. ft ppr 8749 sq. ft ewsa. ll-05-001-e098 05-001-e098 tax

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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
5060+00
AutoCAD SHX Text
LL-05-001-E064 05-001-E064 TAX MAP # 06 5000100000000 20,721 LF
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LL-05-001-E060 05-001-E060 TAX MAP # 06 4000200000000 1,021 LF
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LL-05-001-E064 05-001-E064 TAX MAP # 06 5000100000000 20,721 LF
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STREAM 10' WIDE SPOA402
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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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LL-05-001-E060 05-001-E060 TAX MAP # 06 4000200000000 1,021 LF
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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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E108
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108
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CONSTRUCTION ALIGNMENT STA. 5058+00 TO 5112+00
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DLH
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NET
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7/18/2016 4:08 PM
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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 108.DWG
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7/18/2016 4:08 PM
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300 BUSINESS CENTER DRIVE PITTSBURGH, PA 15205 412-788-2433
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OF
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PROFILE VIEW PROFILE VIEW HORZ:1" = 200' 1" = 200' VERT:1" = 200'1" = 200'
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STATIONING & CONSTRUCTION LIMITS
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PROPERTY OWNERSHIP
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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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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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N
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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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STA. 5060+24
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STA. 5062+03
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STA. 5063+72
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STA. 5066+23
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STA. 5069+59
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STA. 5070+44
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STA. 5091+66
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STA. 5092+10
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STA. 5094+63
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STA. 5095+09
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STA. 5095+51
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STA. 5096+37
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STA. 5092+61
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STA. 5093+67
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STA. 5096+93
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STA. 5100+37
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STA. 5102+74
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STA. 5106+84
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STA. 5108+61
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STA. 5111+63
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STRING VIEW BAND
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STA. 5070+89
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STA. 5071+36
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STA. 5075+49
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STA. 5074+98
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STA. 5070+00
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STA. 5077+42
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STA. 5077+87
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STA. 5078+34
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STA. 5078+81
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STA. 5079+25
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STA. 5079+70
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STA. 5080+11
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STA. 5080+60
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STA. 5081+03
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50'
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TYP
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STA. 5081+78
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STA. 5083+36
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STA. 5084+95
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STA. 5086+50
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STA. 5082+82
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STA. 5084+39
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STA. 5085+84
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STA. 5087+42
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STA. 5060+36
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STA. 5060+24
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10.75'
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53.5'
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60.75'
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STA. 5060+32