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SURVEY FOOT, CENTRAL MERIDIAN 81'W.
— — PROPERTY LINE
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STORM SEWER
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X X FENCE
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WATERBAR (PLAN VIEW)
6 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
PERMANENT WATERBAR/SLOPE BREAKER
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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.
— — PROPERTY LINE — —
— — —
— — — —
STORM SEWER
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 FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
TRENCH BREAKER/PLUG
FENCE (BSRF)
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
UNDERGROUND ELECTRIC
COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
P RO(J ECT NO./DASH N O.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
ON S
O 6. EROSLL ION ANDION CO ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W
WATER LINE
COMPOST FILTER SOCK
— — STREAM
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY
R.O.W. O
O
USFWS STREAM CROSSING
WITH ENHANCED CONTROLS
ORANGE SAFETY FENCE
8.
I SHOWN IS STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C 1 40468
G G EXISTING GAS PIPELINE
SAN
SANITARY SEWER
ROADSIDE DITCH
9.
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH
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AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK NO.
SUB TASK NO
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
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CULVERT NE
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10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
*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
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
CULVERT/ACCESSROAD WATERBARS
-
GENERALIZED SURFACE WATER FLOW
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
— —
—
PROPOSED PERMANENT EASEMENT
11.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING N 0.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
SURFACE WATER FLOW WITHIN ROW
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
D
E007
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINENO GROUND SURVEY
( )
E&S CONTROL DESIGN COMPLETED BY ERM
(SEE NOTE 10).
�
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
7 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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.... ......
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,--MASSEY HOWELL
2599 LF ROGER LEE COLLIER PARCEL I.D. # 4030-37-8037 2470 LF PAULINE COLLIER MASSEY HOWELL REVOCABLE TRUST
REVOCABLE TRUST
PARCEL I.D. # 4030-48-9633 697 LF PARCEL I.D. # 4030-37-8037
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NOTES:
LEGEND 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 V 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 FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
FENCE (BSRF)
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE E —UNDERGROUND ELECTRIC COIR LOG ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
PROJECT NOJDASH NO.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W- WATER LINE COMPOST FILTER SOCK
STREAM IXXXXX\/'l AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
AO ORANGE SAFETY FENCE 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
WITH ENHANCED CONTROLS
C1 40468
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER 9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
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WATERBAR (PLAN VIEW)
8 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.
. . . . . 184+67
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COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
PROPERTY LINE
- - - - - -
- - - STORM SEWER
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 FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
FENCE(BSRF) 3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X x FENCE
E
- UNDERGROUND ELECTRIC
COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
NO./DASH NO.
PROJECT N
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W-
WATER LINE
COMPOST FILTER SOCK
STREAM
IXXXXX\/'l
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING
/'\ A WITH ENHANCED CONTROLS
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C1 40468
G -G- EXISTING GAS PIPELINE SAN-
SANITARY SEWER
9.
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ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE
WITH DITCH
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TASK NO+
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*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
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY)CULVERT/ACCESS ROAD WATERBARS
GENERALIZED SURFACE WATER FLOW
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
PROPOSED PERMANENT EASEMENT
11.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING NO.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
SURFACE WATER FLOW WITHIN ROW
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
D
E009
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
9 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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PROPERTY LINE
X X FENCE
STREAM
G G EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
--------- STORM SEWER
E UNDERGROUND ELECTRIC
W WATER LINE
SAN SANITARY SEWER
EDGE OF GRAVEL
ElEXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
PERMANENT WATERBAR/SLOPE BREAKER
`' TEMPORARY WATERBAR/SLOPE BREAKER
TRENCH BREAKER/PLUG
Oo STREAM CROSSING
OUSFWS STREAM CROSSING
WITH ENHANCED CONTROLS
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
�- CULVERT/ACCESS ROAD WATERBARS
LOD LIMIT OF DISTURBANCE
BELTED SILT RETENTION
FENCE (BSRF)
COIR LOG
COMPOST FILTER SOCK
ORANGE SAFETY FENCE
ROADSIDE DITCH
SOIL TYPE
GENERALIZED SURFACE WATER FLOW
SURFACE WATER FLOW WITHIN ROW
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
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.
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 DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN 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.
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.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
DATE: 08/04/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C1 40468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E009A
9A OF 189
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LEGEND
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X X FENCE
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E UNDERGROUND ELECTRIC
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SAN SANITARY SEWER
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ElEXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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`' TEMPORARY WATERBAR/SLOPE BREAKER
TRENCH BREAKER/PLUG
Oo STREAM CROSSING
OUSFWS STREAM CROSSING
WITH ENHANCED CONTROLS
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CULVERT AS NEEDED
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COIR LOG
COMPOST FILTER SOCK
ORANGE SAFETY FENCE
ROADSIDE DITCH
SOIL TYPE
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SURFACE WATER FLOW WITHIN ROW
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
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.
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 DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN 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.
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.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
DATE: 08/04/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C1 40468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E009A
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© 2017 GAI Consultants, Inc.
NOTE:
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LOD LIMIT OF DISTURBANCE
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COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
— — PROPERTY LINE - —
— — — — — — -
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V TEMPORARY WATERBAR/SLOPE BREAKER
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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 l`l TRENCH BREAKER/PLUG
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AS TO THE
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PROJECT NO./DASH N O.
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6. EROSLL ION S ION CO ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
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W
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G G EXISTING GAS
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EXISTING
TASK NO. SUB
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OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
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005
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WATERBAR (PLAN VIEW)
10 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:
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WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
11 OF 189
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W- WATER LINE COMPOST FILTER SOCK
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12 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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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.
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 DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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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.
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 DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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) EXISTING ROADS MAJOR IMPROVEMENTS
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
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PERMANENT WATERBAR/SLOPE
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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
V 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 FROM
11-03-2014 THRU 11-07-2014.
EXTRA WORK
SPACE
TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
FENCE (BSRF)
3.
4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E
UNDERGROUND ELECTRIC
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PROJECT NO./DASH N O.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSLL ION AND
O ON S ION CO ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W
WATER LINE
COMPOST FILTER SOCK
— STREAM
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W. O USFWS STREAM CROSSING
O
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ORANGE SAFETY FENCE
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—G—G— EXISTING GAS PIPELINE
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HAVE ADEQUATE EXISTING
TASK N 0.
SUB TASK NO.
OH OVERHEAD UTILITY
LINES
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SOIL TYPE
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DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
*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
005
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
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WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING N 0.
NOTE: THE PE SEAL AND SIGNATURE APPLIES
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D
E014
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE
NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
14 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 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 FROM 11-03-2014 THRU 11-07-2014.
FENCE(BSRF) 3. IMAGERY TAKEN FROM GOOGLE EARTH.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE E —UNDERGROUND ELECTRIC ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COIR LOG
PROD EC T NO./DASH NO.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W — WATER LINE COMPOST FILTER SOCK
STREAM AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
O ORANGE SAFETY FENCE 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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005
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(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ACCESS ROAD WATERBARS GENERALIZED SURFACE WATER FLOW NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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15 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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PARCEL I.D. #1200303
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ROW ONLY
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LEGEND
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
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 FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE
_"`
TOPSOIL SEGREGATION AREA i TRENCH BREAKER/PLUG
FENCE (BSRF)
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E
UNDERGROUND ELECTRIC
COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
P ROD ECT NO./DASH N O.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
S ION CO
6. EROSLL ION ANDELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O ON
W
WATER LINE
COMPOST FILTER SOCK
— STREAM
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W. O USFWS STREAM CROSSING
O
WITH ENHANCED CONTROLS
ORANGE SAFETY FENCE
I SHOWN IS STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C 140468
—G—G— EXISTING GAS PIPELINE
SAN
SANITARY SEWER
ROADSIDE DITCH
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK NO.
SUB TASK NO.
OH OVERHEAD UTILITY
LINES
EDGE OF GRAVEL
WETLAND
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SOIL TYPE
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN 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 PROVIDED AND AS DESCRIBED IN THE
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
�.. CULVERT/ACCESS ROAD WATERBARS
GENERALIZED SURFACE WATER FLOW
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING N 0.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
SURFACE WATER FLOW WITHIN ROW
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
D
E016
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE
(NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
16 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.

0
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.
2017 GAI Consultants, Inc.
*
. . .
. . . . . . .
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. . . . . . . . . . . . . . . .
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WETLAND WHLCO06F
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PERMANENT WATERBAR/SLOPE BREAKER LOD—
LIMIT OF DISTURBANCE
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ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
PROPERTY LINE - — — —
— — — — -
STORM SEWER
V
TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
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EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
TRENCH BREAKER/PLUG
FENCE (BSRF)
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4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED
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X x FENCE
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005
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
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GROUP ID
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WATERBAR (PLAN VIEW)
17 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
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
V 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 FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
FENCE (BSRF)
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E UNDERGROUND ELECTRIC
COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
PROJECT NO./DASH NO.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
ON ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
6. EROSLL ION ANDION CO
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W WATER LINE
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CONSTRUCTION ENTRANCE WITH DITCH
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TASK NO.
SUB TASK NO.
OH OVERHEAD UTILITY
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005
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D
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PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
18 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
— — PROPERTY LINE
X X FENCE
— STREAM
G G EXISTING GAS PIPELINE
OI I OVERHEAD UTILITY LINES
--------- STORM SEWER
E UNDERGROUND ELECTRIC
W WATERLINE
SAN SANITARY SEWER
EDGE OF GRAVEL
ElEXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
PERMANENT WATERBAR/SLOPE BREAKER
TEMPORARY WATERBAR/SLOPE BREAKER
TRENCH BREAKER/PLUG
Oo STREAM CROSSING
OUSFWS STREAM CROSSING
WITH ENHANCED CONTROLS
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
�- CULVERT/ACCESS ROAD WATERBARS
LOD LIMIT OF DISTURBANCE
BELTED SILT RETENTION
FENCE (BSRF)
COIR LOG
COMPOST FILTER SOCK
ORANGE SAFETY FENCE
ROADSIDE DITCH
SOIL TYPE
GENERALIZED SURFACE WATER FLOW
SURFACE WATER FLOW WITHIN ROW
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
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.
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 DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN 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.
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.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
DATE: 08/04/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C1 40468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E019
19 OF 189
STATION EQUATION
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LEGEND
— — PROPERTY LINE
X X FENCE
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G G EXISTING GAS PIPELINE
OI I OVERHEAD UTILITY LINES
--------- STORM SEWER
E UNDERGROUND ELECTRIC
W WATERLINE
SAN SANITARY SEWER
EDGE OF GRAVEL
ElEXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
PERMANENT WATERBAR/SLOPE BREAKER
TEMPORARY WATERBAR/SLOPE BREAKER
TRENCH BREAKER/PLUG
Oo STREAM CROSSING
OUSFWS STREAM CROSSING
WITH ENHANCED CONTROLS
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
�- CULVERT/ACCESS ROAD WATERBARS
LOD LIMIT OF DISTURBANCE
BELTED SILT RETENTION
FENCE (BSRF)
COIR LOG
COMPOST FILTER SOCK
ORANGE SAFETY FENCE
ROADSIDE DITCH
SOIL TYPE
GENERALIZED SURFACE WATER FLOW
SURFACE WATER FLOW WITHIN ROW
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
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.
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 DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN 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.
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.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
DATE: 08/04/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C1 40468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E019
19 OF 189

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— — PROPERTY LINE
- — — — — — — — -
STORM SEWER
V TEMPORARY WATERBAR/SLOPE BREAKER
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BELTED SILT RETENTION
EXTRA WORK SPACE
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TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
FENCE (BSRF)
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
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WATER LINE
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D
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WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
20 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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COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81'W.
PROPERTY LINE - - - -
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V
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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
TRENCH BREAKER/PLUG
FENCE(BSRF)
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4.
IMAGERY TAKEN FROM GOOGLE EARTH.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E
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COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
PROD EC T NO./DASH NO.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
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PROPOSED PERMANENT EASEMENT
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GROUP ID
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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D
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PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
Q WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
21 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
PROPERTY LINE - — — — — — — — - STORM SEWER
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AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
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ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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NOTES:

O
LOD LIMIT OF DISTURBANCE
1.
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O
` TEMPORARY WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
2•
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DATE: 07/01/17
DRAWN: GPT
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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 FROM 11-03-2014 THRU 11-07-2014.
FEN CEBSRF
( )
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IMAGERY TAKEN FROM GOOGLE EARTH.
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COIR LOG
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Oo STREAM CROSSING
5.
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PROJECT
NO./DASH N O.
COMPOST FILTER SOCK
6.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
STREAM CROSSING
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/
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9•
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
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SUB TASK 11 O.
CULVERT NEEDED
SOIL TYPE
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
10.
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J
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�- CULVERT/ACCESS ROAD WATERBARS
GENERALIZED SURFACE WATER FLOW
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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D
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WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
21 A
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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NOTE: 600
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JR.
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PROPERTY OWNERSHIP
ERM NC, INC.
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LEGEND
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
V 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 FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK
SPACE
TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
FENCE (BSRF) 3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X x FENCE
E
UNDERGROUND ELECTRIC
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
LOG
NO./DASH NO.
PROJECT N
<COIR
STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
�> 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W
WATER LINE
COMPOST FILTER SOCK
STREAM
IXXXXX\/'l
/'\ A
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING
WITH ENHANCED CONTROLS
ORANGE SAFETY FENCE 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C1 40468
G -G- EXISTING GAS PIPELINE
SAN-
SANITARY SEWER
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS,
ROADSIDE DITCH
3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES
1 AND 2 HAVE ADEQUATE EXISTING
TASK NO.
SUB TASK NO.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND
UTILITY POLE CULVERT AS NEEDED
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
SOIL TYPE 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
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
CULVERT/ACCESS ROAD WATERBARS
GENERALIZED SURFACE WATER FLOW NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
PROPOSED PERMANENT EASEMENT
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING NO.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
SURFACE WATER FLOW WITHIN ROW OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS,
AS APPROPRIATE.
D
E022
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE) GROUND SURVEY)
E&S CONTROL
DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
22 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
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
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EXTRA WORK SPACE TOPSOIL SEGREGATION
AREA
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X X
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O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
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W- WATER LINE
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005
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ACCESS ROAD
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WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
23 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
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
TEMPORARY WATERBAR/SLOPE BREAKER
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND
BELTED SILT RETENTION 3. IMAGERY TAKEN FROM GOGGLE EARTH.
SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
i TRENCH BREAKER/PLUG
FENCE (BSRF) 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS).
GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E
UNDERGROUND ELECTRIC
COIR LOG ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
PROJECT NO./DASH N O.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSLL ION ANDION CO ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
O ON S
W
WATER LINE
COMPOST FILTER SOCK
— STREAM
AREA OF NO DISTURBANCE
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O
O USFWS STREAM CROSSING
WITH ENHANCED CONTROLS
I SHOWN IS STATIONING.
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C 140468
—G—G— EXISTING GAS PIPELINE
SAN
SANITARY SEWER
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ROADSIDE DITCH
2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS
IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK NO. SUB
TASK NO.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND
UTILITY POLE
CULVERT NE
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
SOIL TYPE 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
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
�.. CULVERT/ACCESS ROAD WATERBARS
GENERALIZED SURFACE WATER FLOW NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING N 0.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
SURFACE WATER FLOW WITHIN ROW OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO
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D
E024
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE
NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
24 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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NOTES:
LEGEND
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
V 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 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.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E —
UNDERGROUND ELECTRIC
COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
PROJECT NO./DASH NO.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W—
WATER LINE
COMPOST FILTER SOCK
STREAM
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AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. USFWS STREAM CROSSING
AO
WITH ENHANCED CONTROLS
ORANGE SAFETY FENCE
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C1 40468
G —G— EXISTING GAS
PIPELINE
SAN—
SANITARY SEWER
ROADSIDE DITCH
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
ENTRANCE WITH DITCH
CONSTRUCTIONE
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK NO.
SUB TASK NO.
OH OVERHEAD
UTILITY LINES
EDGE OF GRAVEL
WETLAND UTILITY POLE CULVERT AS NEEDED
SOIL TYPE
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN 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 PROVIDED AND AS DESCRIBED IN THE
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ACCESS ROAD WATERBARS
GENERALIZED SURFACE WATER FLOW
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
PROPOSED PERMANENT
EASEMENT
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING NO.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
SURFACE WATER FLOW WITHIN ROW
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
D
E025
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE
(NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
25 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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C 2017 GAI Consultants, Inc.
NOTE.600
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NOTES:
LEGEND
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.
V 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 FROM 11-03-2014 THRU 11-07-2014.
PROPERTY
LINE
- — — — — — — — - STORM SEWER
3. IMAGERY TAKEN FROM GOOGLE EARTH.
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
TRENCH BREAKER/PLUG
FENCE (BSRF)
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E UNDERGROUND ELECTRIC
COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
P ROLJ ECT NO./DASH N O.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
S ION CO ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
6. EROSLL ION AND
O ON
W WATER LINE
COMPOST FILTER SOCK
— STREAM
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
O
O USFWS STREAM CROSSING
ORANGE SAFETY FENCE
I SHOWN IS STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C 140468
WITH ENHANCED CONTROLS
G G EXISTING GAS PIPELINE
SAN SANITARY SEWER
ROADSIDE DITCH
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK N 0.
SUB TASK NO
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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
005
00
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�.. CULVERT/ACCESS ROAD WATERBARS
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
— — — PROPOSED PERMANENT EASEMENT
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
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NOTE: THE PE SEAL AND
SIGNATURE APPLIES ONLY TO THE
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OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
D
E026
PROPOSED
GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND
SURVEY)
E&S CONTROL DESIGN COMPLETED
BY ERM (SEE NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
26 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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NOTE. 600
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MARGARET BENFORD
EARL G & JUDY ADKINS
PARCEL I.D. # 0500189
PARCEL I.D. # 0501787
PARCEL I.D. # 0500812
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LEGEND
I", 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
V 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 FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA TRENCH BREAKER/PLUG
FENCE (BSRF)
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED
BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E
UNDERGROUND ELECTRIC
COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
P RO(J ECT NO./DASH N O.
O STREAM CROSSING 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
ON AND
O 6. EROSLL ION S ION CO ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W
WATER LINE
COMPOST FILTER SOCK
— STREAM
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W. O USFWS STREAM CROSSING
O
ORANGE SAFETY FENCE
I SHOWN IS STATIONING.
8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT
PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C 140468
WITH ENHANCED CONTROLS
G G EXISTING GAS PIPELINE
SAN
SANITARY SEWER
ROADSIDE DITCH
9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS
NO IMPROVEMENTS, 2) EXISTING ROADS
MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED
FOR ROADS IN CATEGORIES
2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK N 0.
SUB TASK NO
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND UTILITY POLE CULVERT NE
SOIL TYPE
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3
10. *ERM IS SOLELY RESPONSIBLE FOR THE NATURE AND LOCATION OF THE DEPICTED
AND 4.
BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE SOURCE DATA PROVIDED AND AS DESCRIBED IN THE
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CULVERT/ACCESS ROAD WATERBARS
GENERALIZED SURFACE WATER FLOW
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
—
—
— PROPOSED PERMANENT EASEMENT
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY
AVAILABLE. WATERBAR CONFIGURATION
MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING N O.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
SURFACE WATER FLOW WITHIN ROW
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY
AND PERMANENT WATERBARS, AS APPROPRIATE.
D
E027
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
27 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.

a
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.
2017 GAI Consultants, Inc.
NOTE:
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WATERBAR (PLAN VIEW)
28 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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WATERBAR (PLAN VIEW)
29 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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WATERBAR (PLAN VIEW)
31 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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WATERBAR (PLAN VIEW)
32 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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CONSTRUCTION ENTRANCE WITH DITCH
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WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED
AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING N 0.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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WATERBAR (PLAN VIEW)
33 OF 159
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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PROPERTY LINE - - - - - - - - - STORM SEWER 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 FROM 11-03-2014 THRU 11-07-2014.
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X X FENCE E COIR LOG
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ON S ION CO ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
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34 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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SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
EXTRA WORK SPACE
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TRENCH BREAKER/PLUG
FENCE (BSRF)
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS).
GAI CONSULTANTS MAKE NO GUARANTEE EITHER
EXPRESSED OR IMPLIED AS TO THE
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E UNDERGROUND ELECTRIC
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PROD EC T NO./DASH NO.
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6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
W WATER LINE
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DATA PROVIDED AND AS DESCRIBED IN THE
005
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35 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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GENERALIZED SURFACE WATER FLOW
SURFACE WATER FLOW WITHIN ROW
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
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.
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 DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN 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.
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.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
DATE: 08/04/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C1 40468
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E UNDERGROUND ELECTRIC
W WATERLINE
SAN SANITARY SEWER
EDGE OF GRAVEL
ElEXTRA WORK SPACE TOPSOIL SEGREGATION AREA
AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W.
WETLAND UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
PERMANENT WATERBAR/SLOPE BREAKER
TEMPORARY WATERBAR/SLOPE BREAKER
TRENCH BREAKER/PLUG
Oo STREAM CROSSING
OUSFWS STREAM CROSSING
WITH ENHANCED CONTROLS
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CULVERT AS NEEDED
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LOD LIMIT OF DISTURBANCE
BELTED SILT RETENTION
FENCE (BSRF)
COIR LOG
COMPOST FILTER SOCK
ORANGE SAFETY FENCE
ROADSIDE DITCH
SOIL TYPE
GENERALIZED SURFACE WATER FLOW
SURFACE WATER FLOW WITHIN ROW
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
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.
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 DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
3. IMAGERY TAKEN FROM GOOGLE EARTH.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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) EXISTING ROADS MAJOR IMPROVEMENTS
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN 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.
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.
11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
DATE: 08/04/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
C1 40468
TASK NO. SUB TASK NO.
005 00
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D E036
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TEMPORARY WATERBAR/SLOPE
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37 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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gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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.
NOTES:
LEGEND
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.
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SUB TASK NO.
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WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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38
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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39
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O7
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DATE: 08/04/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
gai consultants - NC, inc.
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
LEGEND
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
V
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 FROM 11-03-2014 THRU 11-07-2014.
FENCE (BSRF)
3.
IMAGERY TAKEN FROM GOOGLE EARTH.
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
TRENCH BREAKER/PLUG
4.
THE PROPERTY LINES SHOWN ARE BASED ON GIS 8 TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
X X FENCE
E
UNDERGROUND ELECTRIC
COIR LOG
ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
O
O
STREAM CROSSING
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSLL ION AND
ON S ION CO ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
PROJECT
NO./DASH NO.
W
WATER LINE
COMPOST FILTER SOCK
STREAM
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W.
O
O
USFWS STREAM CROSSING
ORANGE SAFETY FENCE
8.
I SHOWN IS STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
C 140468
WITH ENHANCED CONTROLS
—G—G— EXISTING GAS PIPELINE
SAN
SANITARY SEWER
ROADSIDE DITCH
9.
ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
CONSTRUCTION ENTRANCE WITH DITCH
AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING
TASK NO.
SUB TASK NO.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
WETLAND UTILITY POLE
CULVERT NE
SOIL TYPE
10.
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
*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
005
00
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
�..
CULVERT/ACCESS ROAD WATERBARS
GENERALIZED SURFACE WATER FLOW
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENT
11.
WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
GROUP ID
DRAWING N O.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
SURFACE WATER FLOW WITHIN ROW
OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
E039
CONTROL COMPLETED 10).
D
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S DESIGN BY ERM (SEE NOTE
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
39
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.