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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY NRG.
6. ALL STATIONING SHOWN IS SLOPE STATIONING.
7. ERM AND JAMES HEMME, WV P. E. NO. 12195 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AND SEDIMENTATION CONTROL (E&SC) BEST MANAGEMENT PRACTICES (BMPS) ON THIS
ALIGNMENT PLAN SHEET PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. ERM IS SOLELY RESPONSIBLE FOR
THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE
SOURCE DATA PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THIS PLAN SET.
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AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
122
PROPOSED TEMPORARY
CONSTRUCTION ALIGNMENT (STA. 5928+00 TO 5982+00 )
123
R.O.W.
CONSTRUCTION ALIGNMENT (STA. 5982+00 TO 6036+00 )
124
UTILITY POLE
CONSTRUCTION ALIGNMENT (STA. 6036+00 TO 6090+00 )
125
0
CONSTRUCTION ALIGNMENT (STA. 6090+00 TO 6144+00 )
126
GAS MARKER
CONSTRUCTION ALIGNMENT (STA. 6144+00 TO 6198+00 )
127
CONSTRUCTION ALIGNMENT (STA. 6198+00 TO 6252+00 )
128
CONSTRUCTION ALIGNMENT (STA. 6252+00 TO 6306+00 )
129
CONSTRUCTION ALIGNMENT (STA. 6306+00 TO 6360+00 )
130
CONSTRUCTION ALIGNMENT (STA. 6360+00 TO 6414+00 )
131
CONSTRUCTION ALIGNMENT (STA. 6414+00 TO 6468+00 )
LEGEND
PROPOSED GAS PIPELINE
■ ■ PROPOSED GAS PIPELINE (NO GROUND SURVEY)
-G-G- EXISTING GAS PIPELINE
PROPOSED PERMANENT EASEMENT
PROPOSED ACCESS ROAD
PROPERTY LINE
X X X FENCE
EDGE OF GRAVEL
EDGE OF PAVEMENT
----------- CULVERT
OHE OVERHEAD UTILITY LINES
STREAM
DITCH
rL ROAD
COUNTY LINE
ATLANTIC COAST PIPELINE PROJECT - 36I SPREAD 10
400
SAMPSON
' COUNTY
MINGO QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
SR -1620
'12
•
JOH 014 NTY 2 `
24 2
4
•
® AR -111-2
2
�DUNN
-- CROSSROADS QUADRANGLE .
30
NORTH CAROLINA (2013) -
/0000 2 ,
7.5 MINUTE SERIES (TOPOGRAPHIC)
t �s13
AR 12-2
CUMBER C UNTY .
1-95
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.
SCALE: 1" = 6000'
6000' 0 6000'
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O
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TEST STATION
ATLANTIC COAST PIPELINE PROJECT - 36I SPREAD 10
400
SAMPSON
' COUNTY
MINGO QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
SR -1620
'12
•
JOH 014 NTY 2 `
24 2
4
•
® AR -111-2
2
�DUNN
-- CROSSROADS QUADRANGLE .
30
NORTH CAROLINA (2013) -
/0000 2 ,
7.5 MINUTE SERIES (TOPOGRAPHIC)
t �s13
AR 12-2
CUMBER C UNTY .
1-95
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.
SCALE: 1" = 6000'
6000' 0 6000'
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NET
gai consultants - INC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
iia D E002
12000'
SHEET INDEX 10-1

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NOTES:
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 FROM LIDAR AND GPS SUB -METER GROUND SURVEY
PERFORMED BY THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8. TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI 8.
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. ERM AND SCOTT A. ROBINSON, NC P.E. 25947 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AN SEDIMENTATION CONTROL (E8.SC) BEST MANAGEMENT PRACTICES (BMPS) ON THESE
ALIGNMENT PLAN SHEETS PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. ERM IS SOLELY RESPONSIBLE FOR
THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE
SOURCE DATA PROVIDED AND AS DESCRIBED IN THE GENERAL NOTES SECTION OF THE PLAN SET. NO
RESPONSIBILITY IS ASSUMED FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM RETAINS NO
RESPONSIBILITY OF LIABILITY FOR INFORMATION DEVELOPED, PREPARED OR OTHERWISE PROVIDED BY
OTHER, OR FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM ASSUMES NO RESPONSIBILITY
OR LIABILITY FOR DESIGNS OR WORK PRODUCTS OF ANY TYPE TO THE EXTENT THAT THEY ARE BASED UPON
OR DERIVED FROM SUCH INCORRECT INFORMATION OR DATA.
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SPREAD 10 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
132
J
O
CONSTRUCTION ALIGNMENT (STA. 6468+00 TO 6522+00)
133
CONSTRUCTION ALIGNMENT (STA. 6522+00 TO 6576+00)
134
CONSTRUCTION ALIGNMENT (STA. 6576+00 TO 6630+00)
135
J
CONSTRUCTION ALIGNMENT (STA. 6630+00 TO 6684+00)
136
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CONSTRUCTION ALIGNMENT (STA. 6684+00 TO 6738+00)
137
ZN
CONSTRUCTION ALIGNMENT (STA. 6738+00 TO 6793+00)
138
CONSTRUCTION ALIGNMENT (STA. 6793+00 TO 6845+50)
139
Z
CONSTRUCTION ALIGNMENT (STA. 6845+50 TO 6900+00)
140
CONSTRUCTION ALIGNMENT (STA. 6900+00 TO 6956+00)
141
0
CONSTRUCTION ALIGNMENT (STA. 6956+00 TO 7010+00)
142
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C 0
CONSTRUCTION ALIGNMENT (STA. 7010+00 TO 7064+00)
© 2017 GAI Consultants, Inc.
Atlantic
Coast
Pi- pe h -re
SPREAD 10 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
143
J
O
CONSTRUCTION ALIGNMENT (STA. 7064+00 TO 7118+00)
144
CONSTRUCTION ALIGNMENT (STA. 7118+00 TO 7172+00)
145
CONSTRUCTION ALIGNMENT (STA. 7172+00 TO 7226+00)
146
J
CONSTRUCTION ALIGNMENT (STA. 7226+00 TO 7280+00)
147
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CONSTRUCTION ALIGNMENT (STA. 7280+00 TO 7334+00)
148
ZN
CONSTRUCTION ALIGNMENT (STA. 7334+00 TO 7388+00)
149
CONSTRUCTION ALIGNMENT (STA. 7388+00 TO 7442+00)
150
Z
CONSTRUCTION ALIGNMENT (STA. 7442+00 TO 7496+00)
151
CONSTRUCTION ALIGNMENT (STA. 7496+00 TO 7550+00)
152
0
CONSTRUCTION ALIGNMENT (STA. 7550+00 TO 7604+00)
153
Ld
C 0
CONSTRUCTION ALIGNMENT (STA. 7604+00 TO 7658+00)
LEGEND
PROPOSED GAS PIPELINE EXTRA WORK SPACE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
G G EXISTING GAS PIPELINE WETLAND
PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY
PROPOSED ACCESS ROAD R.O.W.
PROPERTY LINE UTILITY POLE
X X X FENCE O WELL
EDGE OF GRAVEL O TANK
EDGE OF PAVEMENT © GAS MARKER
----------- CULVERT
(D TEST STATION
OHE OVERHEAD UTILITY LINES
STREAM
DITCH
rL ROAD
COUNTY LINE
1 1;M
SPREAD 10 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
154
J
O
CONSTRUCTION ALIGNMENT (STA. 7658+00 TO 7712+00)
155
CONSTRUCTION ALIGNMENT (STA. 7712+00 TO 7766+00)
156
CONSTRUCTION ALIGNMENT (STA. 7766+00 TO 7820+00)
157
J
CONSTRUCTION ALIGNMENT (STA. 7820+00 TO 7876+00)
158
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CONSTRUCTION ALIGNMENT (STA. 7876+00 TO 7926+00)
158A
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CONSTRUCTION ALIGNMENT (STA. 7926+00 TO 7934+00)
159
CONSTRUCTION ALIGNMENT (STA. 7934+00 TO 7988+00)
160
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CONSTRUCTION ALIGNMENT (STA. 7988+00 TO 8044+00)
161
CONSTRUCTION ALIGNMENT (STA. 8044+00 TO 8100+00)
162
0
CONSTRUCTION ALIGNMENT (STA. 8100+00 TO 8154+00)
163
Ld
C 0
CONSTRUCTION ALIGNMENT (STA. 8154+00 TO 8208+00)
SPREAD 10 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
163A
J
O
CONSTRUCTION ALIGNMENT (STA. 8208+00 TO 8262+00)
164
CONSTRUCTION ALIGNMENT (STA. 8262+00 TO 8196+00)
165
CONSTRUCTION ALIGNMENT (STA. 8196+00 TO 8250+00)
166
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CONSTRUCTION ALIGNMENT (STA. 8250+00 TO 8304+00)
167
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CONSTRUCTION ALIGNMENT (STA. 8304+00 TO 8358+00)
168
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CONSTRUCTION ALIGNMENT (STA. 8358+00 TO 8412+00)
169
CONSTRUCTION ALIGNMENT (STA. 8412+00 TO 8466+00)
ATLANTIC COAST PIPELINE PROJECT - 3611 SPREAD 10
F
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MINGO QUADRANGLE
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NORTH CAROLINA (2013) = �!� " r `r�,m NORTH CAROLINA (2013)
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SAMPSON COUNTY .. , C< .':,, Y , r CUMBERLAND COUNTY
r
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NC -24
302
AUTRYVILLE QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
NC -210
(C5)68� 59
5 0
SR -2228
NC -53
5 CEDAR CREEK
CEDAR CREEK QUADRANGLE
NORTH CAROLINA (2013)
7.5 MINUTE SERIES (TOPOGRAPHIC)
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7.5 MINUTE SERIES (TOPOGRAPHIC)
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SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E004
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7.5 MINUTE SERIES (TOPOGRAPHIC)
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SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E004
SHEET INDEX 10-2
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NOTES:
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 FROM LIDAR AND GPS SUB -METER GROUND SURVEY
PERFORMED BY THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8. TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI 8.
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. ERM AND SCOTT A. ROBINSON, NC P.E. 25947 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AN SEDIMENTATION CONTROL (E8.SC) BEST MANAGEMENT PRACTICES (BMPS) ON THESE
ALIGNMENT PLAN SHEETS PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. ERM IS SOLELY RESPONSIBLE FOR
THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE
SOURCE DATA PROVIDED AND AS DESCRIBED IN THE GENERAL NOTES SECTION OF THE PLAN SET. NO
RESPONSIBILITY IS ASSUMED FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM RETAINS NO
RESPONSIBILITY OF LIABILITY FOR INFORMATION DEVELOPED, PREPARED OR OTHERWISE PROVIDED BY
OTHER, OR FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM ASSUMES NO RESPONSIBILITY
OR LIABILITY FOR DESIGNS OR WORK PRODUCTS OF ANY TYPE TO THE EXTENT THAT THEY ARE BASED UPON
OR DERIVED FROM SUCH INCORRECT INFORMATION OR DATA.
N ort1� • ■
•
C1oEr 4 'if"MrLIN �;OJE
-
.ww
© 2017 GAI Consultants, Inc.
Atlantic
Coast
pi e b-ne
SPREAD 10 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
170
CONSTRUCTION ALIGNMENT (STA. 8466+00 TO 8520+00)
171
2
Z N
CONSTRUCTION ALIGNMENT (STA. 8520+00 TO 8574+00)
172
CONSTRUCTION ALIGNMENT (STA. 8574+00 TO 8628+00)
173
Z
CONSTRUCTION ALIGNMENT (STA. 8628+00 TO 8682+00)
174
Q
CONSTRUCTION ALIGNMENT (STA. 8682+00 TO 8736+00)
175
�LLI
CONSTRUCTION ALIGNMENT (STA. 8736+00 TO 8790+00)
176
CONSTRUCTION ALIGNMENT (STA. 8790+00 TO 8844+00)
177
W
CONSTRUCTION ALIGNMENT (STA. 8844+00 TO 8898+00)
178
o
CONSTRUCTION ALIGNMENT (STA. 8898+00 TO 8952+00)
179
ON
CONSTRUCTION ALIGNMENT (STA. 8952+00 TO 9006+00)
180
=M
CONSTRUCTION ALIGNMENT (STA. 9006+00 TO 9060+00)
181
U)
CONSTRUCTION ALIGNMENT (STA. 9060+00 TO 9114+00)
182
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LEGEND
PROPOSED GAS PIPELINE EXTRA WORK SPACE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
G G EXISTING GAS PIPELINE WETLAND
PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY
PROPOSED ACCESS ROAD R.O.W.
PROPERTY LINE UTILITY POLE
X X X FENCE O WELL
EDGE OF GRAVEL O TANK
EDGE OF PAVEMENT © GAS MARKER
----------- CULVERT
(D TEST STATION
OHE OVERHEAD UTILITY LINES
STREAM
DITCH
rL ROAD
COUNTY LINE
I 1;M
SPREAD 10 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
183
CONSTRUCTION ALIGNMENT (STA. 9168+00 TO 9222+00)
184
2
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CONSTRUCTION ALIGNMENT (STA. 9222+00 TO 9274+00)
185
CONSTRUCTION ALIGNMENT (STA. 9274+00 TO 9330+00)
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187
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CONSTRUCTION ALIGNMENT (STA. 9384+00 TO 9438+00)
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STATION EQUATION
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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03/15/17
DATE:
DRAWN: GPT
/41_ A
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NOTES:
LEGEND V PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
'7 TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
PROPERTY LINE - - - - - - - - - STORM SEWER - BSRF- FROM 11-03-2014 THRU 11-07-2014.
FENCE(BSRF)
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG 3. IMAGERY TAKEN FROM GOGGLE EARTH.
X X FENCE E -UNDERGROUND ELECTRIC 1p COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
PRO
PROJECT NO./DASH NO.
STREAM CROSSING EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
W- WATER LINE <3> waawlawlawlawlawaamm COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
I x x x x X WITH ENHANCED CONTROLS X ORANGE SAFETY FENCE WITHIN THE WORK AREAS.
140468
-G-G- EXISTING GAS PIPELINE SAN- SANITARY SEWER 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
CONSTRUCTION ENTRANCE WITH DITCH 9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3)
TASK NO+
SUB TASK NO
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL WETLAND UTILITY POLE CULVERT AS NEEDED SOIL TYPE EXISTING ROADS MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ WATERBAR CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
CATEGORIES 3 AND 4.
GROUP ID
DRAWING NO.
ACCESS ROAD PROPOSED PERMANENT EASEMENT 10. *ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
D
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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
122 OF 189
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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EDGE OF .7 7 7 7 7 7 7 7.7 7 7 7 7 7 7 7.7 7 7 7 7 7 7 7.7 7 7 7 6005:�-35 . . . . . . . . . . . . . . . . . . . . . . .
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STATIONING SHOWN ON THE
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GREEN PATH: f2) GREEN. PATH: RD
DRAWING IS BASED ON 500
SLOPE MEASUREMENTS.
5983+61:
0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0)
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100
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PROFILE VIEW
.... ......
HORZ: 1 " = 200' 0
....... ...... ............... ...................... .......................
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NOTES:
LEGEND V PERMANENT WATERBAR/SLOPE BREAKER LOD- LIMIT OF DISTURBANCE 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
'7 TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
PROPERTY LINE - - - - - - - - - STORM SEWER BSRF- FROM 11-03-2014 THRU 11-07-2014.
FENCE(BSRF)
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG 3. IMAGERY TAKEN FROM GOGGLE EARTH.
E - UNDERGROUND ELECTRIC 1p 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
(PROVIDED
X X FENCE COIR LOG
STREAM CROSSING EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
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W- WATER LINE waawlawlawlawlawaamm COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
PROJECT NO./DASH NO.
STREAM AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
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TASK NO.
SUB TASK NO
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CATEGORIES 3 AND 4.
ACCESS ROAD PROPOSED PERMANENT EASEMENT 10. *ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
GROUP ID
D
DRAWING NO.
El 23
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
123 OF 189
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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..................................................................... STATION EQUATION
.......
i
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HORZ: 1 = 200
STATION = 6068+87.74 BK.
W
0
::::::::::::::::::::::::::::................................................................................................................. ......................................................
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7 7 7 7 . . . . . 7 7 7 7 . . . . . . 7 7 7 7 . . . .
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STRING VIEW BAND
7 7 n 7 D
NOTES:
LEGEND V PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 2• CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
— — PROPERTY LINE - — — — — — — — - STORM SEWER 0 - BSRF FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG FENCE (BSRF) 3. IMAGERY TAKEN FROM GOGGLE EARTH.
E UNDERGROUND ELECTRIC 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
(PROVIDED
X X( FENCE COIR LOG
STREAM CROSSING EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
<3>
W WATER LINE COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
PROJECT NO./DASH NO.
STREAM AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
O WITH ENHANCED CONTROLS X ORANGE SAFETY FENCE WITHIN THE WORK AREAS.
1 40468
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER - ROADSIDE DITCH 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
CONSTRUCTION ENTRANCE WITH DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
TASK NO.
SUB TASK NO
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3)
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL WETLAND UTILITY POLE CULVERT AS NEEDED CUB SOIL TYPE EXISTING ROADS MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN
oOJ e
o0
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ WATERBAR CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT CATEGORIES 3 AND 4.
10. *ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
GROUP ID
D
DRAWING NO.
El 24
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
124 OF 189
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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2017 GAI Consultants, Inc.
NOTE: 600
. . . .
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. . . . . . .. . . . . . .
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600
STATIONING SHOWN ON THE
DRAWING IS BASED ON
. . . .
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. . . . . . . . . . . . . . . . . . . . . -DOE:OF
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WSA0007E
. . . . . . .
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SLOPE MEASUREMENTS. 500
..
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JOHN ELLSWORTH & LINDA EDWARDS WILLIAM P. GILL LINDA EDWARDS HODGES
PARCEL I.D. #
AND BETTY D. REGARKER
PARCEL I.D. # 14099120004
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14046431503
PARCEL I.D. # 14028674001 1050 LF PARCEL I.D. # 14046504010 14083872001 14046504011
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LEGEND
V
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
PROPERTY LINE
-
— — —
— — — — -
STORM SEWER
'7
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF—
BELTED SILT RETENTION 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA 1p
TRENCH BREAKER/PLUG
FENCE(BSRF) 3. IMAGERY TAKEN FROM GOGGLE EARTH.
X X FENCE
E —
UNDERGROUND ELECTRIC
COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS
MAKE NO GUARANTEE EITHER
PROJECT NO./DASH NO.
PRO
STREAM CROSSING EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
<3> 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W—
WATER LINE
waawlawlawlawlawaamm
COMPOST FILTER SOCK
STREAM
I x x x x X AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
USFWS STREAM CROSSING
X
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
ORANGE SAFETY FENCE WITHIN THE WORK AREAS.
140468
—G—G— EXISTING GAS PIPELINE
SAN—
SANITARY SEWER
WITH ENHANCED CONTROLS
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
ROADSIDE DITCH
CONSTRUCTION ENTRANCE WITH DITCH
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3)
TASK NO.
SUB TASK NO
OH OVERHEAD UTILITY
LINES
EDGE OF GRAVEL
WETLAND UTILITY POLE
CULVERT AS NEEDED
SOIL TYPE EXISTING ROADS MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS
WILL BE PROVIDED FOR ROADS IN
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
CULVERT/WATERBAR
CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES I AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES
WILL BE PROVIDED FOR ROADS IN
ACCESS ROAD
PROPOSED PERMANENT EASEMENT
CATEGORIES 3 AND 4.
10. *ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED
AND SEALED BASED ON THE SOURCE DATA
GROUP ID
DRAWING NO.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
D
El 25
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE
(NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
125 OF 189
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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2017 GAI Consultants, Inc.
NOTE: 600
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MARY LOU JOHNSON
DONELL LEE JR MYRTLE W. DRAUGHON AND BETTY D. REBARKER
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PARCEL I.D. # 14091768001
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PARCEL I.D. # 14015152201
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WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
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126 OF 189
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LEGEND V PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
TEMPORARY WATERBAR/SLOPE BREAKER BELTED SILT RETENTION 2• CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
— — PROPERTY LINE - — — — — — — — - STORM SEWER 0 - BSRF FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG FENCE (BSRF) 3. IMAGERY TAKEN FROM GOGGLE EARTH.
E UNDERGROUND ELECTRIC 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
(PROVIDED
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O STREAM CROSSING EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
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PROJECT NO./DASH NO.
W WATER LINE COMPOST FILTER SOCK
STREAM 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE
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D
El 27
127 OF 189
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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LEGEND
V PERMANENT WATERBAR/SLOPE BREAKER
LOD LIMIT OF DISTURBANCE
1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
— — PROPERTY LINE - —
— — —
— — — - STORM SEWER
0 TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
- BSRF
2• CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
FROM 11-03-2014 THRU 11-07-2014.
x x( FENCE
E
UNDERGROUND ELECTRIC
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
FENCE (BSRF)
COIR LOG
3. IMAGERY TAKEN FROM GOGGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE
EITHER
PROJECT NO./DASH NO.
STREAM CROSSING EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
<3>
W WATER LINE COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
STREAM
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING
O WITH ENHANCED CONTROLS
X ORANGE SAFETY FENCE
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION
WITHIN THE WORK AREAS.
SHALL BE
1 40468
G G EXISTING GAS PIPELINE
SAN SANITARY SEWER
CONSTRUCTION ENTRANCE WITH DITCH
- ROADSIDE DITCH
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS,
IN ACCORDANCE WITH STANDARD DETAIL
2) EXISTING ROADS MINOR IMPROVEMENTS, 3)
TASK N0.
SUB TASK NO.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND UTILITY POLE CULVERT AS NEEDED
CUB SOIL TYPE
EXISTING ROADS MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT
CONTROLS WILL BE PROVIDED FOR ROADS
IN
oOJ e
o0
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ WATERBAR
CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
CATEGORIES 3 AND 4.
GROUP
ID
DRAWING NO.
ACCESS ROAD
_ _
_ PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
10. *ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
D
El 28
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
128
OF 189
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.