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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. ALL STATIONING SHOWN IS SLOPE STATIONING.
7. ERM AND SCOTT A. ROBINSON, NC P. E. NO. 025947 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AND SEDIMENTATION CONTROL (E&SC) BEST MANAGEMENT PRACTICES (BMPS) ON THIS
ALIGNMENT PLAN SHEET PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. ERM IS SOLELY RESPONSIBLE FOR
THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE
SOURCE DATA PROVIDED AND AS DESCRIBED IN THE GENERAL NOTES SECTION OF THIS PLAN SET. NO
RESPONSIBILITY IS ASSUMED FOR INACCURACIES OF OVIDED BY OTHERS.
ERM RETAINS NO RESPONSIBILITY OR LIABILITY FOR INFORMATION DEVELOPED, PREPARED OR OTHERWISE
PROVIDED BY OTHERS, OR FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR DESIGNS OR WORK PRODUCTS OF ANY TYPE TO THE EXTENT THAT THEY
ARE BASED UPON OR DERIVED FROM SUCH INCORRECT INFORMATION OR DATA.
k CALL BEFORE
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AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
122
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123
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CONSTRUCTION ALIGNMENT (STA. 6468+00 TO 6522+00 )
© 2017 GAI Consultants, Inc.
Atlantic
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AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
133
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134
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CONSTRUCTION ALIGNMENT (STA. 6576+00 TO 6630+00 )
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SHEET NO.
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SHEET TITLE
144
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145
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CONSTRUCTION ALIGNMENT (STA. 7172+00 TO 7226+00 )
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CONSTRUCTION ALIGNMENT (STA. 7658+00 TO 7712+00 )
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SHEET NO.
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SHEET TITLE
155
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156
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1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY - UTM WITH NAD83 DATUM, ZONE 17, US
SURVEY FOOT, CENTRAL MERIDAN 81° W
2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED BY AN ON THE GROUND SURVEY PERFORMED BY
THE THRASHER GROUP, INC. ON 06-25-2014 THRU 08-26-2014 GPS SUB -METER ACCURACY.
3. AERIAL IMAGERY IS TAKEN FROM A SPRING 2015 FLIGHT BY KUCERA INTERNATIONAL INC.
4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAX ASSEMENT RECORDS (PROVIDED BY OTHERS). GAI &
THE THRASHER GROUP MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE ACCURACY OF THE
RECORDS AS SHOWN ON THESE DRAWINGS.
5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
6. ALL STATIONING SHOWN IS SLOPE STATIONING.
7. ERM AND SCOTT A. ROBINSON, INC P. E. NO. 025947 (HEREAFTER COLLECTIVELY REFERRED TO AS ERM) HAVE
DEPICTED EROSION AND SEDIMENTATION CONTROL (E&SC) BEST MANAGEMENT PRACTICES (BMPS) ON THIS
ALIGNMENT PLAN SHEET PREPARED BY GAI CONSULTANTS, INC. FOR USE BY CONTRACTOR TO CONTROL
EROSION AND SEDIMENTATION DURING CONSTRUCTION OF THIS PROJECT. ERM IS SOLELY RESPONSIBLE FOR
THE NATURE AND LOCATION OF THE DEPICTED BMPS AS OF THE DATE SIGNED AND SEALED BASED ON THE
SOURCE DATA PROVIDED AND AS DESCRIBED IN THE GENERAL NOTES SECTION OF THIS PLAN SET. NO
RESPONSIBILITY IS ASSUMED FOR INACCURACIES OF OVIDED BY OTHERS.
ERM RETAINS NO RESPONSIBILITY OR LIABILITY FOR INFORMATION DEVELOPED, PREPARED OR OTHERWISE
PROVIDED BY OTHERS, OR FOR INACCURACIES OF SOURCE DATA PROVIDED BY OTHERS. ERM ASSUMES NO
RESPONSIBILITY OR LIABILITY FOR DESIGNS OR WORK PRODUCTS OF ANY TYPE TO THE EXTENT THAT THEY
ARE BASED UPON OR DERIVED FROM SUCH INCORRECT INFORMATION OR DATA.
k CALL BEFORE
YOU DIGS
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
164
SHEET TITLE
CONSTRUCTION ALIGNMENT (STA. 8262+00 TO 8196+00 )
165
ACCESS ROAD DETAILS
CONSTRUCTION ALIGNMENT (STA. 8196+00 TO 8250+00 )
166
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173
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© 2017 GAI Consultants, Inc.
Atlantic
Coast
Nmi3e Um ne
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AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
175
SHEET TITLE
CONSTRUCTION ALIGNMENT (STA. 8736+00 TO 8790+00 )
176
ACCESS ROAD DETAILS
CONSTRUCTION ALIGNMENT (STA. 8790+00 TO 8844+00 )
177
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178
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184
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185
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LEGEND
PROPOSED GAS PIPELINE EXTRA WORK SPACE
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
G G EXISTING GAS PIPELINE WETLAND
PROPOSED PERMANENT EASEMENT PROPOSED TEMPORARY
R.O.W.
PROPOSED ACCESS ROAD
PROPERTY LINE UTILITY POLE
X X X FENCE Q WELL
EDGE OF GRAVEL 0 TANK
EDGE OF PAVEMENT ® GAS MARKER
----------- CULVERT
O TEST STATION
OHE OVERHEAD UTILITY LINES
STREAM
DITCH
rL ROAD
COUNTY LINE
AP -2 PIPELINE DRAWING INDEX
SHEET NO.
REV.
SHEET TITLE
186
SHEET TITLE
CONSTRUCTION ALIGNMENT (STA. 9330+00 TO 9384+00 )
187
ACCESS ROAD DETAILS
CONSTRUCTION ALIGNMENT (STA. 9384+00 TO 9438+00 )
188
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AP -2 PIPELINE DRAWING INDEX
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SHEET NO.
REV.
SHEET TITLE
AR -115-30 TO AR -116-32
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DUART QUADRANGLE
NORTH CAROLINA (2013)
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
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INLET/OUTLET PROTECTION
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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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
PROJECT N0./DASH NO.
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316 LF
914 LF
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N Cn CA o O rn � ELEC OVERHEAD rn
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0 o STATION = 6111+95.94 AHD. o o TI + I o 6140+82 n +
STRING VIEW BAND o o ;;° I WETLAND WSA007E
LEGEND
— — PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
---------
CD o
LOD
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Y.,
Y.,
W—
SAN
SANITARY SEWER
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N/F CA
CA
N/F
GENERALIZED SURFACE WATER FLOW
N/F
I N/F
I
N/F
I
I
N/F
I
JOHN ELLSWORTH & I
I
WATERBAR (PLAN VIEW)
�
MYRTLE W. DRAUGHON
LARRY DOUGLAS RAYNOR
JOHN ELLSWORTH & LINDA EDWARDS
WILLIAM P. GILL
LINDA EDWARDS HODGES
DOROTHY J. ADKINS
INLET/OUTLET PROTECTION
AND BETTY D. REBARKER
I PARCEL I.D. # 14099120004
I
HODGES
I
I
PARCEL I.D. #
I
PARCEL I.D. # I
I PARCEL I.D. #
PARCEL I.D. # 14028674001
1050 LF
PARCEL I.D. # 14046504010
14083872001
14046504011
14046431503
578 LF
2848 LF
783 LF
321 LF
306 LF I
I
PROPERTY OWNERSHIP
PIPE SPECIFICATION
6134+36 6141+13 6141+32
6134+07 I I US 421 OLD US 421 II OLD US 21
US 421 6134+66 6140+93 x
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0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o I o
6141 +55
5 6133+73 I I WETLAND WSA007E x
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z z z z I I I I z I I RIGHT OF WAY
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0 o STATION = 6111+95.94 AHD. o o TI + I o 6140+82 n +
STRING VIEW BAND o o ;;° I WETLAND WSA007E
LEGEND
— — PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
---------
STORM SEWER
LOD
UNDERGROUND ELECTRIC
E
TEMPORARY WATERBAR/SLOPE BREAKER
WATER LINE
W—
SAN
SANITARY SEWER
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
�! UTILITY POLE
�✓ BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
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BSRF
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Ep
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U
p
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p
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ORANGE SAFETY FENCE
w
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W
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CL
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
N_
CONSTRUCTION ENTRANCE WITH DITCH
ail
w
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
CULVERT/ACCESS ROAD WATERBARS
=>
SURFACE WATER FLOW WITHIN ROW
T(;
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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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.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
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EARL D. POPE
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ALLIE RAY SMITH
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RUSSELL EDWARD CAVENAUGH
I WILLIAM DAVID LEE
I
MARY LOU JOHNSON
I
DONELL LEE JR. I
MYRTLE W. DRAUGHON AND BETTY D.
REBARKER
+
0
+
0
+
0
PARCEL I.D. # 14091768001
PARCEL I.D. ># 14081502603
+
0
PARCEL I.D. #
PARCEL I.D. # 14011252301
+
o
PARCEL I.D. # 14060584001
PARCEL I.D. # 14021064001
PARCEL I.D. # 14015152002
+
O
PARCEL I.D. # 14015152201
+
O
PARCEL I.D. # 14015152102
PARCEL I.D. # 14028676001
+
O
+
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DOROTHY J ADKI
376 LF
690 LF
0
14093157502
437 LF
0
343 LF
941 LF
483 LF
0
489 LF
0
467 LF
910 LF
0
0
0
PARCEL I.D. 31503
0
0
0
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0
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0
0
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PROPERTY OWNERSHIP
578 LFI
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I
PIPE SPECIFICATION
LEGEND
PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
---------
STORM SEWER
LOD
UNDERGROUND ELECTRIC
E
TEMPORARY WATERBAR/SLOPE BREAKER
X'
W—
X
SANITARY SEWER
�
FENCE (BSRF)
O
STREAM CROSSING
COIR LOG
U
p
C7
COMPOST FILTER SOCK
W
USFWS STREAM CROSSING WITH ENHANCED
p
OCONTROLS
(COMPOST FILTER SOCK TO BE USED
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ORANGE SAFETY FENCE
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LEGEND
PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
---------
STORM SEWER
LOD
UNDERGROUND ELECTRIC
E
TEMPORARY WATERBAR/SLOPE BREAKER
WATER LINE
W—
SAN
SANITARY SEWER
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA
PROPOSED TEMPORARY R.O.W.
WETLAND
(COLOR SHOWN TO PROVIDE CLARITY ONLY)
EDGE OF GRAVEL
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
�! UTILITY POLE
�✓ BORE PIT
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10).
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
TEMPORARY WATERBAR/SLOPE BREAKER
BSRF
BELTED SILT RETENTION
Ep
TRENCH BREAKER/PLUG
�
FENCE (BSRF)
O
STREAM CROSSING
COIR LOG
U
p
C7
COMPOST FILTER SOCK
W
USFWS STREAM CROSSING WITH ENHANCED
p
OCONTROLS
(COMPOST FILTER SOCK TO BE USED
X
ORANGE SAFETY FENCE
w
AT THE UPLAND/WATERBODY BOUNDARY
W
ROADSIDE DITCH
CL
IN PLACE OF BSRF)
cn
z
CUB
SOIL TYPE
N_
CONSTRUCTION ENTRANCE WITH DITCH
ail
w
CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
CULVERT/ACCESS ROAD WATERBARS
=>
SURFACE WATER FLOW WITHIN ROW
T(;
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
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
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12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
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PROPERTY LINE - — — — — — — — - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
COIR LOG 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
UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING
X X FENCE E COMPOST FILTER SOCK ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWS STREAM CROSSING WITH ENHANCED 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
STREAM W WATERLINE O AT LS (CO /WATERILTE BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
G G EXISTING GAS PIPELINE SAN SANITARY SEWER WETLAND IN PLACE OF BSRF) 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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OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT CT NEEDED ♦ GENERALIZED SURFACE WATER FLOW 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
CULVERT/ACCESS ROAD WATERBARSIJ\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
�/ SURFACE WATER FLOW WITHIN ROW 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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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.
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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.
7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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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
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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
NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
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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.
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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.
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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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 & 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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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X
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AT THE UPLAND/WATERBODY BOUNDARY
6467+59
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IN PLACE OF BSRF)
CUB
SOIL TYPE
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CULVERT AS NEEDED
♦
GENERALIZED SURFACE WATER FLOW
CULVERT/ACCESS ROAD WATERBARS
=>
SURFACE WATER FLOW WITHIN ROW
T(;
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
�
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EDGE OF BAGGETT RD II
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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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 & 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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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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 & 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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
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DRAWN:
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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.
140468
TASK NO.
SUB TASK NO.
005
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GROUP ID
DRAWING NO.
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131
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. . . . . . :6504+45 EDGE: OF :
NOTE: ..............6476+49 :I:I•:�I::I:I I:I: .
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PROPERTY OWNERSHIP I PARCEL I.D. # 1503-02-1753
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PIPE SPECIFICATION
11 I I I I I 6480+29 I I I I I I
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6476+27 6 77+15 6504+45 EDGE OF
195 SOUTHBOUND DUMPSTER RD 6_
m I X DUMPSTER RD 6511+75 II 6511+85
6475+89 6477+35 z rn Z °' z m z M � oI I EDGE STREAM SCMP007 EDGE STREAM SCMP007
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195 NORTHBOUND I I I C.64476+49 CO �; LA D I DUMPSTER RD
PI STATION = 6520+10.08 BK.
195 SOUTHBOUND Co 00 I I X X 6504+64 PI STATION = 6519+52.63 AHD.
STRING VIEW BAND N N _n _n RIGHT OF WAY
LEGEND
— — PROPERTY LINE
X X FENCE
STREAM
—G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE
TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION
- — — — — — — — - STORM SEWER TRENCH BREAKER/PLUG FENCE (BSRF)
COIR LOG
E UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING COMPOST FILTER SOCK
USFWS STREAM CROSSING WITH ENHANCED
W WATER LINE CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
PROPOSED TEMPORARY R.O.W. O AT THE UPLAND/WATERBODY BOUNDARY ROADSIDE DITCH
SAN SANITARY SEWER IN PLACE OF BSRF)
WETLAND Cub SOIL TYPE
(COLOR SHOWN TO PROVIDE CLARITY ONLY) CONSTRUCTION ENTRANCE WITH DITCH
EDGE OF GRAVEL UTILITY POLE CULVERT AS NEEDED ♦ GENERALIZED SURFACE WATER FLOW
i
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— — —
UC
TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW)
PROPOSED GAS PIPELINE (NO GROUND SURVEY) WATERBAR (PLAN VIEW)
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 0 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). 9 50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) 1110 INLET/OUTLET PROTECTION
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE — — — — — — — — — STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
X X FENCE E UNDERGROUND ELECTRIC 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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W WATER LINE
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STREAM O AT THE UPLAND/WATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
GG EXISTING GAS PIPELINE SAN SANITARY SEWER WETLAND IN PLACE OF BSRF) 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 CUB SOIL TYPE 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT CT NEEDED ♦ GENERALIZED SURFACE WATER FLOW 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
CULVERT/ACCESS ROAD WATERBARS,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
=> SURFACE SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT 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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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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GWENDOLYN MCMILLAN
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DONALD M. MCINTYRE JR.
466 LF I
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PROPERTY OWNERSHIP
PIPE SPECIFICATION
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PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE — — — — — — — — — STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
X X FENCE E UNDERGROUND ELECTRIC 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
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COIR LOG 4.
USFWS STREAM CROSSING WITH ENHANCED COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W WATER LINE
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
STREAM O AT THE UPLAND/WATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
GG EXISTING GAS PIPELINE SAN SANITARY SEWER WETLAND IN PLACE OF BSRF) 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 CUB SOIL TYPE 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT CT NEEDED ♦ GENERALIZED SURFACE WATER FLOW 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
CULVERT/ACCESS ROAD WATERBARS,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
=> SURFACE SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT 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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TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
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E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). 50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
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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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
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PROPERTY LINE
X X FENCE
STREAM
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OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
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SAN
SANITARY SEWER
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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 & 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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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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 & 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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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4198 COX ROAD
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BSRF
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE - — — — — — — — - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
X X FENCE E UNDERGROUND ELECTRIC 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
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COIR LOG 4.
USFWS STREAM CROSSING WITH ENHANCED COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
STREAM W WATERLINE O AT LS (CO /WATERILTE BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
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CONSTRUCTION ENTRANCE WITH DITCH CUB SOIL TYPE 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT CT NEEDED ♦ GENERALIZED SURFACE WATER FLOW 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
CULVERT/ACCESS ROAD WATERBARS,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
=> SURFACE SURFACE WATER FLOW WITHIN ROW 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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BSRF
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE - — — — — — — — - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
X X FENCE E UNDERGROUND ELECTRIC 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
EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COIR LOG 4.
USFWS STREAM CROSSING WITH ENHANCED COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
STREAM W WATERLINE O AT LS (CO /WATERILTE BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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(COLOR SHOWN TO PROVIDE CLARITY ONLY) DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT CT NEEDED ♦ GENERALIZED SURFACE WATER FLOW 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
CULVERT/ACCESS ROAD WATERBARS,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
=> SURFACE SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT 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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TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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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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BSRF
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE - — — — — — — — - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
COIR LOG 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
UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING
X X FENCE E COMPOST FILTER SOCK ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
USFWS STREAM CROSSING WITH ENHANCED 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORK AREAS.
STREAM W WATERLINE O AT LS (CO /WATERILTE BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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G G EXISTING GAS PIPELINE SAN SANITARY SEWER WETLAND IN PLACE OF BSRF) 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 CUB SOIL TYPE 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
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OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT CT NEEDED ♦ GENERALIZED SURFACE WATER FLOW 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
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=> SURFACE SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT 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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TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
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005 00
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D E136
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PIPE SPECIFICATION
PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81' W.
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE - — — — — — — — - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
X X FENCE E COMPOST FILTER SOCK
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W WATER LINE
CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
STREAM O AT THE UPLAND/WATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
—G—G— EXISTING GAS PIPELINE SAN SANITARY SEWER WETLAND IN PLACE OF BSRF) 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 CUB SOIL TYPE 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT CT NEEDED ♦ GENERALIZED SURFACE WATER FLOW 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
CULVERT/ACCESS ROAD WATERBARS,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
=> SURFACE SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD — — — PROPOSED PERMANENT EASEMENT BORE PIT 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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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
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PROPERTY LINE - — — — — — — — - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
X X FENCE E COMPOST FILTER SOCK
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LEGEND Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE - - - - - - - - - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
X X FENCE E COMPOST FILTER SOCK
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STREAM W CONTROLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
WATER LINE O AT THE UPLAND/WATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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CONSTRUCTION ENTRANCE WITH DITCH CUB SOIL TYPE 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY) DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
OH OVERHEAD UTILITY LINES EDGE OF GRAVEL UTILITY POLE CULVERT CT NEEDED ♦ GENERALIZED SURFACE WATER FLOW 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
CULVERT/ACCESS ROAD WATERBARS,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
=> SURFACE SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
ACCESS ROAD - - - PROPOSED PERMANENT EASEMENT BORE PIT 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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PROPOSED GAS PIPELINE PROPOSED GAS PIPELINE (NO GROUND SURVEY) NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
WATERBAR (PLAN VIEW) OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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PROPERTY LINE - — — — — — — — - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
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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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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.
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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
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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PROPERTY LINE - — — — — — — — - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
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O AT THE UPLAND/WATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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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
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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
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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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 & 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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
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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. 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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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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. 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.
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PIPE SPECIFICATION
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OH OVERHEAD UTILITY LINES
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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.
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7. ALL STATIONING SHOWN IS SLOPE STATIONING.
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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
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NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
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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.
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OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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NOTES:
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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.
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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.
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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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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PROPERTY LINE - - - - - - - - - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
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TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
PROPERTY LINE - - - - - - - - - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
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TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
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4198 COX ROAD
SUITE 114
GLEN ALLEN, VA 23060
804-270-9357
N.C. COL #F-0269
PROJECT N0./DASH NO.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
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LEGEND
PROPERTY LINE
X X FENCE
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OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
- - - - - - - - - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
E UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W WATER LINE CONTROLS
OLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
USTREAM CROSSING WITH ENHANCED 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
AT THE UPLAND/WATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
SAN SANITARY SEWER IN PLACE OF BSRF) 9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
WETLAND CONSTRUCTION ENTRANCE WITH DITCH CUB SOIL TYPE 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY)DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
EDGE OF GRAVEL CULVERT AS NEEDED AmGENERALIZED SURFACE WATER FLOW
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
�! UTILITY POLE 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
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=> SURFACE SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
BORE PIT 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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TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
WATERBAR (PLAN VIEW) OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). 50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
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
PROPOSED GAS PIPELINE
PERMANENT WATERBAR/SLOPE BREAKER LOD LIMIT OF DISTURBANCE NOTES:
Q TEMPORARY WATERBAR/SLOPE BREAKER BSRF BELTED SILT RETENTION 1. COORDINATE SYSTEM USED FOR MAPPING AND TOPOGRAPHY- UTM WITH NAD83 DATUM, ZONE 17, US SURVEY FOOT, CENTRAL MERIDIAN 81° W.
TRENCH BREAKER/PLUG FENCE (BSRF) 2. CONTOURS AND TOPOGRAPHIC FEATURES WERE DERIVED FROM LIDAR DATA AND GPS SUB -METER GROUND SURVEY PERFORMED BY GAI CONSULTANTS, INC FROM 11-03-2014 THRU 11-07-2014.
- - - - - - - - - STORM SEWER 1p 3. IMAGERY TAKEN FROM GOOGLE EARTH.
COIR LOG 4. THE PROPERTY LINES SHOWN ARE BASED ON GIS & TAXASSESSMENT RECORDS (PROVIDED BY OTHERS). GAI CONSULTANTS MAKE NO GUARANTEE EITHER EXPRESSED OR IMPLIED AS TO THE
E UNDERGROUND ELECTRIC EXTRA WORK SPACE TOPSOIL SEGREGATION AREA O STREAM CROSSING ACCURACY OF THE RECORDS AS SHOWN ON THESE DRAWINGS.
COMPOST FILTER SOCK 5. STREAM AND WETLAND DATA SHOWN ON THE DRAWINGS WAS PROVIDED BY ERM.
W WATER LINE CONTROLS
OLS (COMPOST FILTER SOCK TO BE USED X ORANGE SAFETY FENCE
USTREAM CROSSING WITH ENHANCED 6. EROSION AND SEDIMENTATION CONTROL ELEMENTS MAYBE SHOWN OUTSIDE OF THE WORK AREAS FOR CLARITY ONLY. ACTUAL INSTALLATION SHALL BE WITHIN THE WORKAREAS.
AT THE UPLAND/WATERBODY BOUNDARY 7. ALL STATIONING SHOWN IS SLOPE STATIONING.
PROPOSED TEMPORARY R.O.W. ROADSIDE DITCH 8. SILT FENCE AND FILTER SOCK SHALL BE INSTALLED PARALLEL TO CONTOUR TO EXTENT PRACTICABLE IN ACCORDANCE WITH STANDARD DETAIL
SAN SANITARY SEWER IN PLACE OF BSRF) 9. ACCESS ROADS HAVE BEEN GROUPED INTO FOUR CATEGORIES - 1) EXISTING ROADS NO IMPROVEMENTS, 2) EXISTING ROADS MINOR IMPROVEMENTS, 3) EXISTING ROADS MAJOR IMPROVEMENTS
WETLAND CONSTRUCTION ENTRANCE WITH DITCH CUB SOIL TYPE 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
(COLOR SHOWN TO PROVIDE CLARITY ONLY)DRAINAGE; DRAINAGE FEATURES WILL BE PROVIDED FOR ROADS IN CATEGORIES 3 AND 4.
EDGE OF GRAVEL CULVERT AS NEEDED AmGENERALIZED SURFACE WATER FLOW
PROPOSED PERMANENT EASEMENT
PROPOSED GAS PIPELINE (NO GROUND SURVEY)
�! UTILITY POLE 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
�✓
CULVERT/ACCESS ROAD WATERBARS ,J\ NOTES SECTION OF THE INDEX SHEET OF THIS PLAN SET.
=> SURFACE SURFACE WATER FLOW WITHIN ROW 11. WATERBAR CONFIGURATION IS DEPICTED IN PLAN VIEW BASED ON INFORMATION CURRENTLY AVAILABLE. WATERBAR CONFIGURATION MAY BE FIELD ADJUSTED AS NEEDED BASED ON CONDITIONS
BORE PIT OBSERVED AT THE TIME OF CONSTRUCTION. THE CONFIGURATION DEPICTED IN PLAN VIEW APPLIES TO BOTH TEMPORARY AND PERMANENT WATERBARS, AS APPROPRIATE.
to
TURBIDITY CURTAIN (PLAN VIEW) WATERBAR OUTLET (PLAN VIEW) 12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
WATERBAR (PLAN VIEW) OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE 50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
E&S CONTROL DESIGN COMPLETED BY ERM (SEE NOTE 10). 50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW) INLET/OUTLET PROTECTION
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
PROJECT
N0./DASH NO.
140468
TASK NO.
SUB TASK NO.
005
00
GROUP ID
DRAWING NO.
D
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151
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PIPE SPECIFICATION
LEGEND
PROPERTY LINE
X X FENCE
STREAM
_G—G— EXISTING GAS PIPELINE
OH OVERHEAD UTILITY LINES
ACCESS ROAD
PROPOSED GAS PIPELINE
---------
STORM SEWER
LOD
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�! UTILITY POLE
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NOTE: THE PE SEAL AND SIGNATURE APPLIES ONLY TO THE
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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 & 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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
PERMANENT WATERBAR/SLOPE BREAKER
LOD
LIMIT OF DISTURBANCE
Q
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SOIL TYPE
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ail
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CULVERT AS NEEDED
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GENERALIZED SURFACE WATER FLOW
CULVERT/ACCESS ROAD WATERBARS
=>
SURFACE WATER FLOW WITHIN ROW
T(;
TURBIDITY CURTAIN (PLAN VIEW)
WATERBAR OUTLET (PLAN VIEW)
WATERBAR (PLAN VIEW)
�
50' TURBIDITY SAMPLING LOCATION (PLAN VIEW)
50' TURBIDITY AND TDS SAMPLING LOCATION (PLAN VIEW)
INLET/OUTLET PROTECTION
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.
12. THE MAPPING SYMBOLOGY USED TO REPRESENT THE E&S CONTROLS IN THE PLAN VIEW ARE NOT TO SCALE SO THAT THEY ARE MORE VISIBLE ON THE DRAWINGS. E&S CONTROLS MAY BE SHOWN
OUTSIDE OF THE LIMIT OF DISTURBANCE (LOD) FOR CLARITY ONLY. E&S CONTROLS SHALL BE PLACED WITHIN THE LOD.
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DATE:
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DRAWN:
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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.
140468
TASK NO. SUB TASK NO.
005 00
GROUP ID DRAWING NO.
D E152
152 OF 189