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IMAGERY TAKEN FROM GOOGLE EARTH.
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ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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.
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DATE: 08/04/17
DRAWN: GPT
CHECKED: DLH
APPROVED: NET
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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.
PERMANENT WATERBAR/SLOPE BREAKER
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1p
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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.
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
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EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
ALL STATIONING SHOWN IS SLOPE STATIONING.
SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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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DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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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:
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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.
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
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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
1
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OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
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7.
ALL STATIONING SLOPE IS
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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.
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DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
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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
GROUP I D
DRAWING NO.
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.
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WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
AR -112
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
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ACCESS ROAD
DETAIL 28
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uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuu uuuuuuuuu uuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuuo ACCESS ROAD
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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:
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.
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
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IMAGERY TAKEN FROM GOOGLE EARTH.
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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
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COIR LOGACCURACY
OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
PROJECT NO./DASH NO.
1
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7.
ALL STATIONING SLOPE IS
140468
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TT RSOCKSHALL BEINSTALLEDPARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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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
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.
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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 I D
DRAWING NO.
SURFACE WATER FLOW WITHIN ROW
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WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
AR -114
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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ACCESS ROAD
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LEGEND
PROPERTY LINE
ACCESS ROAD
DETAIL 30
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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 12).
SCALE: 1 " = 200'
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SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
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DATE: 08/04/17
DRAWN: GPT
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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:
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.
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.
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
1
COIR LOGACCURACY
OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
5.
6.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
EROSION AND SEDIMENTATION CONTROL ELEMENTS MAY BE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
PROJECT NO./DASH NO.
1
COMPOST FILTER SOCK
7.
ALL STATIONING SLOPE IS
140468
ORANGE SAFETY FENCE
8.
SILT FENCE AND FILTER
TT RSOCKSHALL BEINSTALLEDPARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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
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.
SOIL TYPE
DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
CJ
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
00
o0
jlJlr➢L1l1„II
GENERALIZED SURFACE WATER FLOW
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
GROUP I D
DRAWING NO.
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
El 15
i
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
AR -115
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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GENERAL NOTES AND COMMENTS:
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
CONTROL MEASURES ARE SPECIFIED.
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200 0 100 200
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L E G E N D
LIMITS OF CONSTRUCTION
$ UTILITY POLE
® ® ® ® ® ® LIMITS OF DISTURBANCE GAc GUY ANCHOR
GP
— — — — CONTRACTOR YARD LIMITS O GUY POLE
UTILITY VALVE II
OVERHEAD ELECTRIC LINE ®
UNDERGROUND GAS LINE *LM LINE MARKER
FENCE
DITCH
STREAM
1000------ CONTOUR
WETLAND
® FUEL TANK AREA (25' x 250')
TRAILER (24'x 60')
® STORAGE UNITS
TOP SOIL SEGREGATION AREA
GRAVEL AREA.
ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
Charlotte, NC 28277 [phone]
RAWN. NJ B 08/04/17
CHECKED: _ _
APP. FOR BID:
APP. FOR CONST.:
SCALE. AS NOTED
o POST
TS
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1000,
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
FAYETTEVILLE CONTRACTOR YARD AERIAL OVERVIEW
DISTRICT: _ COUNTY: CUMBERLAND STATE: IVC GROUP DWG. NO. REV.
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1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
CONTROL MEASURES ARE SPECIFIED.
I1111iiIIIN-11A
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-N-
200 0 100 200
IIII1IIII
L E G E N D
LIMITS OF CONSTRUCTION
$ UTILITY POLE
® ® ® ® ® ® LIMITS OF DISTURBANCE GAc GUY ANCHOR
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OVERHEAD ELECTRIC LINE ®
UNDERGROUND GAS LINE *LM LINE MARKER
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® FUEL TANK AREA (25' x 250')
TRAILER (24'x 60')
® STORAGE UNITS
TOP SOIL SEGREGATION AREA
GRAVEL AREA.
ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
Charlotte, NC 28277 [phone]
RAWN. NJ B 08/04/17
CHECKED: _ _
APP. FOR BID:
APP. FOR CONST.:
SCALE. AS NOTED
o POST
TS
TEST STAND
-TBM TEMPORARY BENCH MARK
FLOW ARROW
1000,
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
FAYETTEVILLE CONTRACTOR YARD AERIAL OVERVIEW
DISTRICT: _ COUNTY: CUMBERLAND STATE: IVC GROUP DWG. NO. REV.
DIRiFILE. ACP\North Carolina\ - 2 OF 7 1
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1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
CONTROL MEASURES ARE SPECIFIED.
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200 0 100 200
IIII1IIII
L E G E N D
LIMITS OF CONSTRUCTION
$ UTILITY POLE
® ® ® ® ® ® LIMITS OF DISTURBANCE GAc GUY ANCHOR
GP
— — — — CONTRACTOR YARD LIMITS O GUY POLE
UTILITY VALVE II
OVERHEAD ELECTRIC LINE ®
UNDERGROUND GAS LINE *LM LINE MARKER
FENCE
DITCH
STREAM
1000------ CONTOUR
WETLAND
® FUEL TANK AREA (25' x 250')
TRAILER (24'x 60')
® STORAGE UNITS
TOP SOIL SEGREGATION AREA
GRAVEL AREA.
ERM NC, INC.
License #F-1223
15720 Brixham Hill Ave, Suite 120
Charlotte, NC 28277 [phone]
RAWN. NJ B 08/04/17
CHECKED: _ _
APP. FOR BID:
APP. FOR CONST.:
SCALE. AS NOTED
o POST
TS
TEST STAND
-TBM TEMPORARY BENCH MARK
FLOW ARROW
1000,
Atlantic Coast Pipeline, LLC
925 White Oaks Blvd. Bridgeport, West Virginia 26330 / 681-842-8000
TITLE. ATLANTIC COAST PIPELINE
FAYETTEVILLE CONTRACTOR YARD AERIAL OVERVIEW
DISTRICT: _ COUNTY: CUMBERLAND STATE: IVC GROUP DWG. NO. REV.
DIRiFILE. ACP\North Carolina\ - 2 OF 7 1

EX. 18" CULVERT
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NORTH
100 0 50 100
I I I I I I I I I
L E G E N D
PROPOSED COMPOST FILTER
SOCK OR SILT FENCE
GENERAL NOTES AND COMMENTS:
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
LIMITS OF CONSTRUCTION
DATE
BY
REVISION INFORMATION
(40.8 ACRES)
$
UTILITY POLE
®®®®®®
LIMITS OF DISTURBANCE
GA
GUY ANCHOR
®®®®®®
(39.4 ACRES)
— — — —
CONTRACTOR YARD LIMITS
GP
0
GUY POLE
08/04/17
OVERHEAD ELECTRIC LINE
®
UTILITY VALVE
UNDERGROUND GAS LINE
• LM
LINE MARKER
CHECKED: _
FENCE
o
POST
FAYETTEVILLE CONTRACTOR YARD ESCP
TS
TEST STAND
_
DITCH
-TBM
TEMPORARY BENCH MARK
STREAM
GROUP
-
DWG. NO.
3 OF 7
—__--1000------
CONTOUR
�!
FLOW ARROW
ROCK CONSTRUCTION
WETLAND
ENTRANCE (OR APPROVED
ALT.)
®
FUEL TANK AREA (25'x 250')
OUTLET PROTECTION
TRAILER (24'x 60')
PROPOSED CULVERT
z
»» zr
PROPOSED DIVERSION SWALE
®
STORAGE UNITS
TOP SOIL SEGREGATION AREA
riQ
GRAVEL AREA.
PROPOSED COMPOST FILTER
SOCK OR SILT FENCE
GENERAL NOTES AND COMMENTS:
1. CONTOURS AND BASE MAP PROVIDED BY 13 ENGINEERING AND CONSULTING, LLC WITH ADDITIONAL CONTOURS OBTAINED FROM THE USGS NATIONAL ELEVATION DATASET.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ITS ACCURACY.
2. DISCREPANCIES FOUND IN THE PROJECT EXISTING CONDITIONS MUST BE REPORTED TO THE PROJECT ENGINEER/OWNER.
3. NO GUARANTEE OR ASSURANCE IS GIVEN BY THE OWNER OR ENGINEER AS TO THE ACCURACY, COMPLETENESS, OR VALIDITY OF THE EXISTING UTILITIES. CONTRACTOR TO
PERFORM "CALL BEFORE YOU DIG" TO COORDINATE WITH UTILITY COMPANIES, AND LOCATE AND IDENTIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
4. DOMINION RESERVES THE RIGHT TO USE EITHER, OR BOTH, 12" COMPOST FILTER SOCK OR STANDARD SILT FENCE, FOR ANY APPLICATION IN WHICH EITHER OF THESE TWO
SYM.
DATE
BY
REVISION INFORMATION
PROJECT/TASK
APP.

. .,«
FAYETTEVILLE CONTRACTOR YARD ESCP
APP. FOR BID:
APP. FOR CONST.:
DISTRICT: _ COUNTY: STATE:
CUMBERLAND NC
DIRIFILE: ACP\North Carolina\
GROUP
-
DWG. NO.
3 OF 7
REV.
1
SCALE. AS NOTED