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NOTES- 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81- W.
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR 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. BEST IN CLASS (BIC) STEEP SLOPE CATEGORY INFORMATION CAN BE FOUND IN THE APPENDIX OF THE STORMWATER POLLUTION PREVENTION PLAN.
10. EROSION CONTROL MATTING SHALL BE PLACED IN AREAS OF 30% SLOPE AND GREATER, WHICH ARE INDICATED ON THE BEST IN CLASS STEEP SLOPES BAND.
11. 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.
12. *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.
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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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. BEST IN CLASS (BIC) STEEP SLOPE CATEGORY INFORMATION CAN BE FOUND IN THE APPENDIX OF THE STORMWATER POLLUTION PREVENTION PLAN.
10. EROSION CONTROL MATTING SHALL BE PLACED IN AREAS OF 30% SLOPE AND GREATER, WHICH ARE INDICATED ON THE BEST IN CLASS STEEP SLOPES BAND.
11. 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.
12. *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.
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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1062 LF
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5105 LF
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LEGEND
- - 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
ACCESS ROAD - - - PROPOSED PERMANENT EASEMENT
E] EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
IXXXXXXI AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W
WETLAND r-( UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
NOTES:
z
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w
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LOD
LIMIT OF DISTURBANCE
O
41
N N
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41 m m
41 bCn
Oi m O
Cn bOi vO
41
TEMPORARY WATERBAR/SLOPE BREAKER
O
L O
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
W +
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LEGEND
- - PROPERTY LINE
X X FENCE
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G G EXISTING GAS PIPELINE
— OH OVERHEAD UTILITY LINES
--------- STORM SEWER
E UNDERGROUND ELECTRIC
W WATER LINE
SAN SANITARY SEWER
EDGE OF GRAVEL
ACCESS ROAD - - - PROPOSED PERMANENT EASEMENT
E] EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
IXXXXXXI AREA OF NO DISTURBANCE PROPOSED TEMPORARY R.O.W
WETLAND r-( UTILITY POLE
(COLOR SHOWN TO PROVIDE CLARITY ONLY) �✓
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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NOTES:
z
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0
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(_
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LOD
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SCALE: AS SHOWN
DATE: 3/8/2017
DRAWN: GFT
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APPROVED: NET
gai consultants - NC, inc I
4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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PERMANENT WATERBAR/SLOPE BREAKER
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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
—
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TRENCH BREAKER/PLUG
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C 1
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ORANGE SAFETY FENCE
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WITH ENHANCED CONTROLS
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ALL STATIONING SHOWN IS SLOPE STATIONING.
CONSTRUCTION ENTRANCE WITH DITCH
8.
9.
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)
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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 NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
D
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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.
6 OF 189

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O
o O
o O
O O
O O
O O
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o
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o 0
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0 0
0
0 0 0 0
U
z
O
STREAM CROSSING
O
S.
EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
U
PROJECT
N0./DASH NO.
W
WATER LINE
COMPOST FILTER SOCK
— — STREAM
lxxxxxxi
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W.
USFWS STREAM CROSSING
X
ORANGE SAFETY FENCE
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.
C 140468
G G EXISTING GAS PIPELINE
SAN—SANITARY
SEWER
WITH ENHANCED CONTROLS
ROADSIDE DITCH
7.
ALL STATIONING SHOWN IS SLOPE STATIONING.
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CULVERT AS NEEDED
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PROPOSED GAS PIPELINE (NO GROUND SURVEY)
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OF 189
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03/15/17
DRAWN:
GFT
CD
DLH
APPROVED:
NET
NOTES:
LEGEND
U
CD
r
r
PERMANENT WATERBAR/SLOPE BREAKER
U Z
rM)
O
COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81" W.
J
Jz
CV
z
>
O
O
w O
WATERBAR/SLOPE BREAKER
LTJ +
a
Z (n
o
Z �
J (n
m
J Lr)
— - STORM SEWER
Ld
Ld
Ld
oz
wm
(n
FROM 11-03-2014THRU 11-07-2014.
a- Z
Q
cV W
o
U
o
U
Q
OZ
J
QZ
LD
z
o
00
O
m
�Q:2
a_00
U— Z
Y
Z
=
F
O
O
o'Z
O
C)
LLJ
COIR LOG
4.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
ZD of
a�
C4
U
z
O
STREAM CROSSING
O
S.
EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
U
PROJECT
N0./DASH NO.
SCALE: AS SHOWN
DATE:
03/15/17
DRAWN:
GFT
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
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
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.
QTEMPORARY
WATERBAR/SLOPE BREAKER
BELTED SILT RETENTION
2•
CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC
— — PROPERTY LINE - —
— — — — —
— - STORM SEWER
tS51�r
FROM 11-03-2014THRU 11-07-2014.
EXTRA WORK SPACE
TOPSOIL SEGREGATION AREA
TRENCH BREAKER/PLUG
FENCEBSRF
( )
3.
IMAGERY TAKEN FROM GOGGLE EARTH.
)( )( FENCE
E
UNDERGROUND ELECTRIC
COIR LOG
4.
THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER
O
STREAM CROSSING
S.
EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
PROJECT
N0./DASH NO.
W
WATER LINE
COMPOST FILTER SOCK
— — STREAM
lxxxxxxi
AREA OF NO DISTURBANCE
PROPOSED TEMPORARY R.O.W.
USFWS STREAM CROSSING
X
ORANGE SAFETY FENCE
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.
C 140468
G G EXISTING GAS PIPELINE
SAN—SANITARY
SEWER
WITH ENHANCED CONTROLS
ROADSIDE DITCH
7.
ALL STATIONING SHOWN IS SLOPE STATIONING.
CONSTRUCTION ENTRANCE WITH DITCH
CULVERT AS NEEDED
COB
�
SOIL TYPE
8,
9.
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)
TASK NO.
SUB TASK NO.
OH OVERHEAD UTILITY LINES
EDGE OF GRAVEL
� UTILITY POLE
EXISTING ROADS MAJOR IMPROVEMENTS AND 4) NEW ROADS. APPROPRIATE EROSION AND SEDIMENT CONTROLS WILL BE PROVIDED FOR ROADS IN
005
00
(COLOR R SHOWN TO PROVIDE CLARITY ONLY)
�
CULVERT/ WATERBAR
CATEGORIES 2,3 AND 4. ROADS IN CATEGORIES 1 AND 2 HAVE ADEQUATE EXISTING DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN
® ACCESS ROAD
— — —
PROPOSED PERMANENT EASEMENTCATEGORIES3
10.
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
GROUP ID
DRAWING NO.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
PROVIDED AND AS DESCRIBED IN THE NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
D
E007
PROPOSED GAS PIPELINE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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.