20201510 Ver 1_B-5624 Utilities_20211025

Submitted 6/3/2021
0 50'25'50'
SCALE: 1"=100'
100'
DATE: 03-11-2021
SHEET 2 OF 4
PERMIT DRAWING
REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624
100
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
50
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60
70
80
90
100
90
80
70
60
50
40
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.
10 11 12 13 14 15 16 17 18 19 20 21
BRIDGE APPROACH SLABNAD
8
3/NA
2
0
0
1
FOR -LDET- SEE SHEET NO. 2B-1SEE SHEET UO5MATCHLINE -L- POT STA. 21+00.00UO-2
04
SITE 4
SITE 2
SITE 1
SITE 2 SITE 3
SITE 5
RED MOUNTAIN TIMBERCO II LLC
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
THE NATURE CONSERVANCY
EOI
FO MARKER
FO MARKER
FO MARKER
MTL
MTL MTL
MTLDRIVING CREEKWOODS
7:25AM 3/18/2017
WATER LEVEL = 56.90' AT TIME OF SURVEY
150.00'EXISTING R/W
EXISTING R/W
WOODS
WOODS
WOODS
BST VARIES
NC 211 - GREEN SWAMP RD NW 20 (-L-)15 (-L-)+58.88+96.38+33.121
2
20 (-LDET-)15 (-LDET-)2GI
2GI
2GI
2GI
15" RCP-IV
15" RCP-IV
GTD GTD GTD GTD GTD
EXISTING GROUND
PROPOSED GRADEDS = >80 mph
DS = 60 mph
STA 10+44.20
BEGIN OVERLAY
EL. 64.83
STA 12+00.00
BEGIN GRADE
END OVERLAY PI = 12+95.00
EL = 65.12'
(+)0.3053%(+)0.9046%
VC = 180'
K = 300
PI = 16+83.00
EL = 68.63'
(+)0.9046%(-)0.5862%
VC = 230'
K = 154
R/R SPIKE SET IN 10" CEDAR
39.93' RT, EL. 62.57'
-L- STA. 17+72.07
BM #1
R/R SPIKE SET IN 10" OAK
36.37' LT, EL. 65.22'
-L- STA. 19+79.32
BM #2
-L-
SKEW=90 DEG
W/ 4.0' END BENT CAPS
1@85', 45" PSCG
CL GP EL=68.17
CL STA 17+46 -L-, 12'12'12'12'PS4'PS4'PS8'PS4'PS8'PS8'PS8'+13.50C
C
C
C C C C C
C
F F F F F F F F F F
F F
F F F
C
F
C
C
C C C C
MCNC
MIN 10'
DEEP MIN.
ROLL PIPE @ 5'
3X1.25" SDR 11
STREAM BED
DEEP BENEATH
ROLL PIPE @ 10'
3X1.25" SDR 11
DEEP MIN.
ROLL PIPE @ 5'
3X1.25" SDR 11
INTERCEPT EXISTING
MCNC NEW HANDHOLE TO
ATMC
MCNC MCNC
HH
ATMC
AT&T
AT&T
ABANDONED
HH
EXISTING
AT&T HH TO INTERCEPT
EXISTING
ATMC HH TO INTERCEPT
BELOW STREAM
MCNC 10' MINIMUM
BELOW STREAM
AT&T 10' MINIMUM
ABANDONED ABANDONED
HH
ATMC
AT&T
TRENCH
OPEN
TRENCH
OPEN
TRENCH
OPEN
HDD DRILL
HDD DRILL
HDD DRILL
MCNC BOREBOUNDARYWETLAND ATMC BOREBOUNDARYWETLAND AT&T BOREBOUNDARYWETLAND MCNC
TRENCH
OPEN HDD DRILL
TRENCH
OPEN HDD DRILL
TRENCH
OPEN HDD DRILL
HANDHOLE PLACEMENT
3'X3'X3' BORE PIT &
ATMC
FROM EXISTING EOP
AT&T 5'X 6' BORE PIT 8'
INTERCEPT EXISTING
MCNC NEW HANDHOLE TO
MCNC 4'X4'X3' BORE PIT
Submitted 7/19/21
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 3 OF 4
PERMIT DRAWING
DATE: 03-11-2021
REVISIONS SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/99B-5624
100
NC COA No. F-1255
Raleigh, NC 27612-3228
Suite 400
5400 Glenwood Avenue
CDM Smith Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
40
50
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$60
70
80
90
100
90
80
70
60
50
40
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
915 JONES FRANKLIN ROAD
RALEIGH, NORTH CAROLINA 27606
NC COA No. C-0890
SUNGATE DESIGN GROUP, P.A.
21 22 23 24 25 NAD
8
3/NA
2
0
0
1
FOR -LDET- SEE SHEET NO. 2B-2
UO3
SEE SHEET UO4MATCHLINE -L- POT STA. 21+00.00SITE 5
SITE 3
EOI
FO MARKER
WOODS
WOODS
THE NATURE CONSERVANCY 150.00'EXISTING R/W
EXISTING R/W
THE NATURE CONSERVANCY
NC 211 - GREEN SWAMP RD NW
BST VARIES
(TYP)
27'25 (-L-)+00.00+23.002
GTD
EXISTING GROUND
PROPOSED GRADE
(-)0.5862%PS4'PS4'12'12'C
C
C
F F F
F
F F
C
F F
DEEP MIN.
ROLL PIPE @ 5'
3X1.25" SDR 11
INTERCEPT EXISTING
MCNC NEW HANDHOLE TO
MCNC
HH
ATMC
AT&T
ABANDONED
HH
EXISTING
AT&T HH TO INTERCEPT
EXISTING
ATMC HH TO INTERCEPT
HH
TRENCH
OPEN
TRENCH
OPEN
TRENCH
OPEN
HDD DRILL
HDD DRILL
HDD DRILL
MCNC BOREBOUNDARYWETLAND ATMC BOREBOUNDARYWETLAND AT&T BOREBOUNDARYWETLAND AT&T
ATMC
TRENCH
OPEN HDD DRILL
HDD DRILL
TRENCH
OPEN
TRENCH
OPENHDD DRILL
INTERCEPT EXISTING
MCNC NEW HANDHOLE TO
MCNC 4'X4'X3' BORE PIT
HANDHOLE PLACEMENT
3'X3'X3' BORE PIT &
ATMC
FROM EXISTING EOP
AT&T 5'X 6' BORE PIT 8'
Submitted 6/3/2021
B-5624 NEU ENVIRONMENTAL PERMIT NARRATIVE
AT&T (Telephone): AT&T has an U/G fiber optic cable is in conflict throughout the project along
the (North side) of NC 211 (Green Swamp Road). AT&T is encroaching within the NCDOT
R/W.
AT&T will place a new U/G conduit (fiber optic) cable that follows along the (North side) of
NC 211 (Green Swamp Road) inside the NCDOT R/W by directional bore and trenching. New
cables will tie back into existing lines by placing two new handholes at the bore pit
locations. Handhole locations are at -L- Sta. 10+82 +/- and -L- Sta. 24+39 +/-. This bore will
produce no permanent impacts to the wetlands. All stations are approximate in this report.
Contact: Mr. Yuri Moody; Email [e-mail], Phone [phone].
ATMC (Telephone): ATMC has an U/G fiber optic cable is in conflict throughout the project along
the (South side) of NC 211 (Green Swamp Road). ATMC is encroaching within the NCDOT
R/W.
ATMC will place a new U/G conduit (fiber optic) cable that follows along the (South side) of
NC 211 (Green Swamp Road) inside the NCDOT R/W by directional bore and trenching. New
cables will tie back into existing lines by placing two new handholes at the bore pit
locations. Handhole locations are at -L- Sta. 10+82 +/- and -L- Sta. 24+39 +/-. This bore will
produce no permanent impacts to the wetlands. All stations are approximate in this report.
Contact: Mr. Michael Barry; Email [e-mail]; Phone [phone].
MCNC (Telephone): MCNC has an U/G fiber optic cable is in conflict throughout the project along
the (North side) of NC 211 (Green Swamp Road). MCNC is encroaching within the NCDOT
R/W.
MCNC will place a new U/G conduit (fiber optic) cable that follows along the (North side) of
NC 211 (Green Swamp Road) inside the NCDOT R/W by directional bore and trenching. New
cables will tie back into existing lines by placing two new handholes at the bore pit
locations. Handhole locations are at -L- Sta. 10+30 +/- and -L- Sta. 25+05 +/-. This bore will
produce no permanent impacts to the wetlands. All stations are approximate in this report.
Contact: Mr. Brett Boger; Email [e-mail] Phone [phone].
Conclusion (Total Impacts due to Utilities):
Permanent Fill in Wetlands 0.00 acres
Hand Clearing in Wetlands 0.00 acres
Submitted 6/3/2021