HomeMy WebLinkAbout20210404 Ver 1_Deep River Rd Permit Drawings_20210326
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
STATE OF NORTH CAROLINA
DESIGN DATA PROJECT LENGTH
LETTING DATE:
STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
VICINITY MAP
(NOT TO SCALE)
NCDOT CONTACT:$$DATE$$$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DIVISION 7
OFF-SITE DETOUR
DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: TIM JORDAN, PE
PROJECT ENGINEER
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
TIM POWERS, PE
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:
90% PLANS
TIP PROJECT: 17BP.7.R.12717BP.7.R.127
DIVISION OF HIGHWAYS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
GUILFORD COUNTY
V = 35 MPH
ADT 2025 = 9800
ADT 2013 = 4900
MINOR ARTERIAL
SUB REGIONAL TIER
2018 STANDARD SPECIFICATIONS
Prepared in the Office of Mott MacDonald for
TOTAL LENGTH TIP PROJECT = 0.244 MILES
LENGTH STRUCTURE TIP PROJECT = 0.029 MILES
LENGTH ROADWAY TIP PROJECT = 0.215 MILES
LOCATION: BRIDGE NO. 67 OVER WEST FORK DEEP RIVER ON SR 1523/1538 (DEEP RIVER ROAD)
www.mottmac.com
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
7621 Purfoy Road, Suite 115
ELENI RIGGS, PE
Corporation
1541
1536
1619
1543
1620
1660
1657
1689
1540
1523
1536
1349
1486
1332
1536
1536
1658
1545
1692
1523
1539
1539
4106
1648
1697
1537
4141
1523
1486
1896
1896
1278
2
1544
1538
Deep River
74
1486
68
68
74
311
311
SouthernCarolinaCompanyRailroad
12' SOI
L
& GRAV
ELPREVENTER
BACKFLOW
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
MANHOLE
ADJUST-L- NAD 83/ NA 2011
TO
G
R
E
EN
SB
O
R
O
R
D.
DEEP RIVER
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.127
-L- Sta. 14+45.87
BEGIN APPROACH SLAB
-L- Sta. 14+56.71
BEGIN BRIDGE
-L- Sta. 16+09.29
END BRIDGE
-L- Sta. 16+20.13
END APPROACH SLAB
TO NC 68
SR 1523LIMITS
PROJECT
17BP.7.R.127
SR 1523SR 1538-L--Y--Y- POT Sta. 13+00.00
END CONSTRUCTION
-L- POC Sta. 21+50.00
END PROJECT 17BP.7.R.127
Lake
Point
High
Lake
Hollow
Oak
WETLAND AND SURFACE WATER IMPACTS PERMIT
ENGLISHSHEET 1 OF 6
PERMIT DRAWING
B5714_hyd_wet_tsh.dgnMOTT MacDONALD2/16/2021
S
S
S
S
W
W
W
W
2
4
" RCP24" RC
P15" RCP18" RCP18"
R
CP18" RCP36"TCW
W
W
W
W
36"WR REMAI
NS36"WR REMAINS2SFD
2SFD
2SFD
72"WDDEEP RI VERMTLM
T
L
2SFD
CONCC
O
N
C30"C
&
G
BST10'
B
STCON
CCity of High Point
24 in, DI12
i
n, D
I4
i
n, Pl
ast
i
c24
i
n, D
I8 in, DI8"TC8"TC 8"TC4 in, PV
C
C
ity
o
f H
igh
P
o
in
tCi
t
y of
Hi
gh Poi
nt
City of High Point
Piedmont Natural Gas Company Inc.
4
in
, P
las
tic
4 in, Plastic16 in, DI
12
i
n,
DI12 i
n, DI
E
X
IST
IN
G
R
/W
E
X
IST
IN
G
R
/W
EX
I
STIN
G R/
W
EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W 2SBKD
72" VINYL
EXISTING R/W
WOODSTO
G
R
E
E
N
SB
O
R
O
R
D.TO WI
LLARD RD.
TO NC 68
EIP
EIP
EIP
EIP
2SFD
WOODS
WOODS
EIP
EIP
WOODS
EIP
EIP
EIP
SIGN
STONE
B5714-2
TBM1
EIP
EIP
EIP
EIP
BL-3
TBM2
BL-4
WOODS
WOODS
CITY OF HIGH POINT
DB 4450 PG 892
EIP
CITY OF HIGH POINT
DB 7267 PG 883
WOODS
EIP
EIP
PARTNERS LLC
DB 7087 PG 2234
PB 174 PG 62
PRINCETON EASTWOOD
CONSTRUCTION LLC
DB 7766 PG 2409
PB 174 PG 62
30' SEWER EASEMENTDB 6220 PG 2597EIP
EASTWOOD
CONSTRUCTION LLC
DB 7766 PG 2409
PB 174 PG 62
UNDER
CONSTRUCTION
FES
WOODS
BARRINGTON ESTATES HOMEOWNERS
ASSOCIATION, INC.
DB 6581 PG 389
PB 161 PG 83
BARRINGTON PROPERTY OWNERS
ASSOCIATION, INC.
DB 7875 PG 2198
PB 182 PG 1
MUHAMMAD H. ATHAR, UNMARRIED
MUHAMMAD N. ATHAR, MARRIED
DB 8035 PG 1880
PB 162 PG 38
DWIGHT D. STONE
JOHN H. STRATTON, III
DB 7948 PG 893
PB 162 PG 38
JANEL L. INGRAM,
UNMARRIED
DB 6693 PG 706
PB 162 PG 38
HAROLD C. TANNER
SYLVIA TANNER
DB 6654 PG 2038
PB 162 PG 38BRIAN E. TUCKER
LYNNAE DAWN TUCKER
DB 7755 PG 2447
PB 162 PG 38
TRACY MCALLISTER
KENDALL MCALLISTER
DB 6656 PG 1308
PB 162 PG 38
WOODS
EIP
EIP
BARRINGTON
ESTATES HOA
DB 6581 PG 389
PB 162 PG 38
EIP
EIP-R/W
6.78'
CITY OF HIGH POINT
OAK HOLLOW RAW WATER LINE
DB 6220 PG 2619
WOODS
12' SOI
L & GRAVELWOODS
Coaxial
96 st
12 in, DI
DATUR8" DIP (PER RECORD)8" PVC (PER RECORD)
PREVENTER
BACKFLOW
EASEMENT20' SAN SEWEREXISTING R/W
15' UTILITY EASEMENT
DWIGHT D STONE &
JOHN H STRATTON III
DB 7948 PG 893
PB 162 PG 38
WILLIE B HOOD JR
DB 7550 PG 67
PB 162 PG 38
S
S S
44"CHL
56"MTL
RE
TAI
NCOLLAR
EMBANKMENT EXCAVATION DETAIL
+40 LT
END SBG
Flatter3:1 or
D2:
1
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 18+50 TO 21+00 RT
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-L- STA. 17+06 LT
DETAIL A
B= 4.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Geotextile
SEE DETAIL B
SPECIAL CUT DITCH
EST. 21 SY GEOTEXTILE
EST. 8 TONS
CLASS B RIP RAP
EST. 5 SY GEOTEXTILE
EST. 1 TON
CLASS B RIP RAP
2 ELBOWS
15" W/
EST. 10 SY GEOTEXTILE
EST. 6 TONS RIP RAP
SEE DETAIL C
RIP RAP AT EMBANKMENT
( Not to Scale)
RIP RAP AT EMBANKMENT
-L- STA. 16+85 LT
DETAIL C
Grade
Ditch
2'
GEOTEXTILE
Type of Liner= CL I Rip-Rap
10'min.
1.0'min.
OUT
CLEAN
PIPERCP-III
2
4"2GI
TB
EST. 15 CY DDE
EST. 55 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL A
STANDARD BASE DITCH
NAD 83/ NA 2011
15+002
0
+
0
0
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
MANHOLE
ADJUST
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.127 - GUILFORD 67
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
12 13 14 15 16 17 18 19 20
730
740
750
760
770
780
790
BEGIN GRADE
BEGIN PROJECT
STA. 11+50.00
EL = 782.80'
END GRADE
STA. 21+00.00
EL = 775.88'
STA. 21+50.00
END PROJECT
EXIST
TO
MILL
-L-
PI = 12+15.00
EL = 782.17'
VC = 130'
K = 40
PI = 13+95.00
EL = 774.53'
VC = 170'
K = 49
PI = 18+45.00
EL = 770.93'
VC = 220'
K = 80
10 11 12 13
750
760
770
780
(-)0.9692%(-)4
.2
4
44%
(-)0.8000%
(+)1.9412%
21
(+)0.5000%
(-)1.7095%
END GRADE
STA. 12+50.00
EL = 769.50'
EXIST
TO
MILL
-Y-
STA. 13+00.00
END CONSTRUCTION
STA. 10+12.00
EL = 772.95'
PI = 10+40.00
EL = 773.09'
K = 23
BEGIN GRADE
VC = 50'
740
730
790
730
740
750
760
770
780
790
(SEE DETAIL SHEET 2A-1)
AT TIE (50')
MILLING REQUIRED
BRIDGE HYDRAULIC DATA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 5,435
= 25
= 770.7
= 6,930
= 100
= 772.3
= 8,500
= 500+/-
= 772.5
= 1/18/2019
= 755.8
24" RCP
EXIST.
L
GP ELEV. = 773.4'
W/4' DEEP CAPS
3 SPAN: 1@35', 1@70', 1@45', SKEW 105
24" CORED SLAB
BRIDGE C STA. 15+33.0 -L-
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
ELEV=761.0'
EXCAVATE TO
(TYP.)
3.5' KEY DEPTH
DATE: 01-18-2019
ELEV.=755.8'
NORMAL WS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 772.5
= 51
= 25
= 13
= 764.9
= 14
= 765.0
= 500+
EXIST. 24" RCP -L- STA. 17+35
= 3.9
BRIDGE
EXISTING
REMOVE
EXCAVATION (SEE SHEET 4)ELEV. = 774.15'-L- STA. 21+00END SP DITCH RTELEV. = 768.85'-L- STA. 18+50BEGIN SP DITCH RT(+) 2.1200%
790
780
770
760
750
740
730
4
F
TS
TS
E
S
D
E
E
P
R
IV
E
R
R
D
SR 1523RCP-III
2
4"2GI
TB
2 ELBOWS
15" W/
ENGLISHSHEET 2 OF 6
PERMIT DRAWING
B5714_hyd_prm_wet_psh_04.dgnMOTT MacDONALD2/16/2021ON SHEET 4A
SEE ENLARGED AREA
SITE 1
PLAN VIEW
0
10050
100
SCALE: 1"= 100' HORIZ.
LEGEND
S S IMPACTS IN SURFACE WATER
DENOTES PERMANENT F WETLAND
DENOTES FILL INF -L
--L- POT Sta. 21+50.00
END PROJECT 17BP.7.R.127
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.127
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY E E IN WETLAND
DENOTES EXCAVATION
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
B5714_hyd_prm_wet_psh_04_con.dgnMOTT MacDONALD2/16/20214
SHEET 3 OF 6
PERMIT DRAWING
755755755755
7557557557
5
5
755755760760760760760760760760760760760760
760
760
760
7 6 0 7607607
6
5
7
6
5765765 7657657657657657657657657657657657657
7
0770 770770770770 770770770770770770 7707707707707
7
0 770770 770770770775775775775
7757757757757757757757757757757757807807807807
8
0 780780780780780780785785
785785785785785785790790790 790790795S
S
S
S
W
W
W
W
2
4
" RCP24" RC
P15" RCP18" RCP18"
R
CP18" RCP36"TCW
W
W
W
W
36"WR REMAI
NS36"WR REMAINS2SFD
2SFD
2SFD
72"WDDEEP RI VERMTLM
T
L
2SFD
CONCC
O
N
C30"C
&
G
BST10'
B
STCON
CCity of High Point
24 in, DI12
i
n, D
I4
i
n, Pl
ast
i
c24
i
n, D
I8 in, DI8"TC8"TC 8"TC4 in, PV
C
C
ity
o
f H
igh
P
o
in
tCi
t
y of
Hi
gh Poi
nt
City of High Point
Piedmont Natural Gas Company Inc.
4
in
, P
las
tic
4 in, Plastic16 in, DI
12
i
n,
DI12 i
n, DI
E
X
IST
IN
G
R
/W
E
X
IST
IN
G
R
/W
EX
I
STIN
G R/
W
EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W 2SBKD
72" VINYL
EXISTING R/W
WOODSTO
G
R
E
E
N
SB
O
R
O
R
D.TO WI
LLARD RD.
TO NC 68
EIP
EIP
EIP
EIP
2SFD
WOODS
WOODS
EIP
EIP
WOODS
EIP
EIP
EIP
SIGN
STONE
B5714-2
TBM1
EIP
EIP
EIP
EIP
BL-3
TBM2
BL-4
WOODS
WOODS
CITY OF HIGH POINT
DB 4450 PG 892
EIP
CITY OF HIGH POINT
DB 7267 PG 883
WOODS
EIP
EIP
PARTNERS LLC
DB 7087 PG 2234
PB 174 PG 62
PRINCETON EASTWOOD
CONSTRUCTION LLC
DB 7766 PG 2409
PB 174 PG 62
30' SEWER EASEMENTDB 6220 PG 2597EIP
EASTWOOD
CONSTRUCTION LLC
DB 7766 PG 2409
PB 174 PG 62
UNDER
CONSTRUCTION
FES
WOODS
BARRINGTON ESTATES HOMEOWNERS
ASSOCIATION, INC.
DB 6581 PG 389
PB 161 PG 83
BARRINGTON PROPERTY OWNERS
ASSOCIATION, INC.
DB 7875 PG 2198
PB 182 PG 1
MUHAMMAD H. ATHAR, UNMARRIED
MUHAMMAD N. ATHAR, MARRIED
DB 8035 PG 1880
PB 162 PG 38
DWIGHT D. STONE
JOHN H. STRATTON, III
DB 7948 PG 893
PB 162 PG 38
JANEL L. INGRAM,
UNMARRIED
DB 6693 PG 706
PB 162 PG 38
HAROLD C. TANNER
SYLVIA TANNER
DB 6654 PG 2038
PB 162 PG 38BRIAN E. TUCKER
LYNNAE DAWN TUCKER
DB 7755 PG 2447
PB 162 PG 38
TRACY MCALLISTER
KENDALL MCALLISTER
DB 6656 PG 1308
PB 162 PG 38
WOODS
EIP
EIP
BARRINGTON
ESTATES HOA
DB 6581 PG 389
PB 162 PG 38
EIP
EIP-R/W
6.78'
CITY OF HIGH POINT
OAK HOLLOW RAW WATER LINE
DB 6220 PG 2619
WOODS
12' SOI
L & GRAVELWOODS
Coaxial
96 st
12 in, DI
DATUR8" DIP (PER RECORD)8" PVC (PER RECORD)
PREVENTER
BACKFLOW
EASEMENT20' SAN SEWEREXISTING R/W
15' UTILITY EASEMENT
DWIGHT D STONE &
JOHN H STRATTON III
DB 7948 PG 893
PB 162 PG 38
WILLIE B HOOD JR
DB 7550 PG 67
PB 162 PG 38
S
S S
44"CHL
56"MTL
RE
TAI
NCOLLAR
EMBANKMENT EXCAVATION DETAIL
Flatter3:1 or
D2:
1
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 18+50 TO 21+00 RT
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-L- STA. 17+06 LT
DETAIL A
B= 4.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Geotextile
( Not to Scale)
RIP RAP AT EMBANKMENT
-L- STA. 16+85 LT
DETAIL C
Grade
Ditch
2'
GEOTEXTILE
Type of Liner= CL I Rip-Rap
10'min.
1.0'min.
2GI
TB
NAD 83/ NA 2011
15+002
0
+
0
0
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
MANHOLE
ADJUST
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.127 - GUILFORD 67
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
12 13 14 15 16 17 18 19 20
730
740
750
760
770
780
790
BEGIN GRADE
BEGIN PROJECT
STA. 11+50.00
EL = 782.80'
END GRADE
STA. 21+00.00
EL = 775.88'
STA. 21+50.00
END PROJECT
EXIST
TO
MILL
-L-
PI = 12+15.00
EL = 782.17'
VC = 130'
K = 40
PI = 13+95.00
EL = 774.53'
VC = 170'
K = 49
PI = 18+45.00
EL = 770.93'
VC = 220'
K = 80
10 11 12 13
750
760
770
780
(-)0.9692%(-)4
.2
4
44%
(-)0.8000%
(+)1.9412%
21
(+)0.5000%
(-)1.7095%
END GRADE
STA. 12+50.00
EL = 769.50'
EXIST
TO
MILL
-Y-
STA. 13+00.00
END CONSTRUCTION
STA. 10+12.00
EL = 772.95'
PI = 10+40.00
EL = 773.09'
K = 23
BEGIN GRADE
VC = 50'
740
730
790
730
740
750
760
770
780
790
(SEE DETAIL SHEET 2A-1)
AT TIE (50')
MILLING REQUIRED
BRIDGE HYDRAULIC DATA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 5,435
= 25
= 770.7
= 6,930
= 100
= 772.3
= 8,500
= 500+/-
= 772.5
= 1/18/2019
= 755.8
24" RCP
EXIST.
L
GP ELEV. = 773.4'
W/4' DEEP CAPS
3 SPAN: 1@35', 1@70', 1@45', SKEW 105
24" CORED SLAB
BRIDGE C STA. 15+33.0 -L-
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
ELEV=761.0'
EXCAVATE TO
(TYP.)
3.5' KEY DEPTH
DATE: 01-18-2019
ELEV.=755.8'
NORMAL WS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 772.5
= 51
= 25
= 13
= 764.9
= 14
= 765.0
= 500+
EXIST. 24" RCP -L- STA. 17+35
= 3.9
BRIDGE
EXISTING
REMOVE
EXCAVATION (SEE SHEET 4)ELEV. = 774.15'-L- STA. 21+00END SP DITCH RTELEV. = 768.85'-L- STA. 18+50BEGIN SP DITCH RT(+) 2.1200%
790
780
770
760
750
740
730
F
TS
TS
E
S
D
E
E
P
R
IV
E
R
R
D
SR 1523RCP-III
2
4"2GI
TB
2 ELBOWS
15" W/
ENGLISHSHEET 2 OF 6
PERMIT DRAWING
B5714_hyd_prm_wet_psh_04_con.dgnMOTT MacDONALD2/16/2021ON SHEET 4A
SEE ENLARGED AREA
SITE 1
PLAN VIEW
0
10050
100
SCALE: 1"= 100' HORIZ.
LEGEND
S S IMPACTS IN SURFACE WATER
DENOTES PERMANENT F WETLAND
DENOTES FILL INF -L
--L- POT Sta. 21+50.00
END PROJECT 17BP.7.R.127
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.127
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY E E IN WETLAND
DENOTES EXCAVATION
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
2
4
" RCP
City of High Point
24 in, DI
City of High Point
WOODS
WOODS
COLLAR
2GI
TB
VALVE
WATER
ADJUST
F
TS
TS
E
S
RCP-III
2
4"2GI
TB
2 ELBOWS
15" W/
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.127 - GUILFORD 67
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
ENGLISHSHEET 4 OF 6
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
LEGEND
S S IMPACTS IN SURFACE WATER
DENOTES PERMANENT
SITE 1
PLAN VIEW
ENLARGED
0
3015
30
SCALE: 1"= 30' HORIZ.B5714_hyd_prm_wet_psh_04a.dgnMOTT MacDONALD2/16/2021NAD 83/ NA 2011
17+00-L-4A
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
F
755755
755755755760760760760760
760
7
6
0760
7657657702
4
" RCP
City of High Point
24 in, DI
City of High Point
WOODS
WOODS
COLLAR
2GI
TB
VALVE
WATER
ADJUST
F
TS
TS
E
S
RCP-III
2
4"2GI
TB
2 ELBOWS
15" W/
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.127 - GUILFORD 67
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
ENGLISHSHEET 5 OF 6
PERMIT DRAWING
SITE 1
PLAN VIEW
ENLARGED
0
3015
30
SCALE: 1"= 30' HORIZ.B5714_hyd_prm_wet_psh_04a_con.dgnMOTT MacDONALD2/16/2021NAD 83/ NA 2011
17+00-L-4A
WETLAND
DENOTES FILL INFF
LEGEND
S S IMPACTS IN SURFACE WATER
DENOTES PERMANENT
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
E E IN WETLAND
DENOTES EXCAVATION
F
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
1 -L- 15+33 TO 15+39 RT EXISTING BENT REMOVAL < 0.01 36
1 -L- 16+77 TO 16+95 LT BANK STABILIZATION < 0.01 14
1 -L- 16+90 TO 17+17 LT FILL SLOPE / DITCH CONSTRUCTION < 0.01 < 0.01
TOTALS*:< 0.01 < 0.01 < 0.01 < 0.01 14 36 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 6 OF 6
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
GUILFORD COUNTY
17BP.7.R.127
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JANUARY 27, 2021
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
STATE OF NORTH CAROLINA
DESIGN DATA PROJECT LENGTH
LETTING DATE:
STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
VICINITY MAP
(NOT TO SCALE)
NCDOT CONTACT:$$$$USERNAME$$$$DIVISION 7
OFF-SITE DETOUR
DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: TIM JORDAN, PE
PROJECT ENGINEER
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
TIM POWERS, PE
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:
90% PLANS
TIP PROJECT: 17BP.7.R.12717BP.7.R.127
DIVISION OF HIGHWAYS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
GUILFORD COUNTY
V = 35 MPH
ADT 2025 = 9800
ADT 2013 = 4900
MINOR ARTERIAL
SUB REGIONAL TIER
2018 STANDARD SPECIFICATIONS
Prepared in the Office of Mott MacDonald for
TOTAL LENGTH TIP PROJECT = 0.244 MILES
LENGTH STRUCTURE TIP PROJECT = 0.029 MILES
LENGTH ROADWAY TIP PROJECT = 0.215 MILES
LOCATION: BRIDGE NO. 67 OVER WEST FORK DEEP RIVER ON SR 1523/1538 (DEEP RIVER ROAD)
www.mottmac.com
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
7621 Purfoy Road, Suite 115
ELENI RIGGS, PE
Corporation
1541
1536
1619
1543
1620
1660
1657
1689
1540
1523
1536
1349
1486
1332
1536
1536
1658
1545
1692
1523
1539
1539
4106
1648
1697
1537
4141
1523
1486
1896
1896
1278
2
1544
1538
Deep River
74
1486
68
68
74
311
311
SouthernCarolinaCompanyRailroad
12' SOI
L
& GRAV
ELPREVENTER
BACKFLOW
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
MANHOLE
ADJUST-L- NAD 83/ NA 2011
TO
G
R
E
EN
SB
O
R
O
R
D.
DEEP RIVER
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.127
-L- Sta. 14+45.87
BEGIN APPROACH SLAB
-L- Sta. 14+56.71
BEGIN BRIDGE
-L- Sta. 16+09.29
END BRIDGE
-L- Sta. 16+20.13
END APPROACH SLAB
TO NC 68
SR 1523LIMITS
PROJECT
17BP.7.R.127
SR 1523SR 1538-L--Y--Y- POT Sta. 13+00.00
END CONSTRUCTION
-L- POC Sta. 21+50.00
END PROJECT 17BP.7.R.127
Lake
Point
High
Lake
Hollow
Oak
ENGLISH
BUFFER IMPACTS PERMIT
SHEET 1 OF 7
BUFFER DRAWING
S
S
S
S
W
W
W
W
2
4
" RCP24" RC
P15" RCP18" RCP18"
R
CP18" RCP36"TCW
W
W
W
W
36"WR REMAI
NS36"WR REMAINS2SFD
2SFD
2SFD
72"WDDEEP RI VERMTLM
T
L
2SFD
CONCC
O
N
C30"C
&
G
BST10'
B
STCON
CCity of High Point
24 in, DI12
i
n, D
I4
i
n, Pl
ast
i
c24
i
n, D
I8 in, DI8"TC8"TC 8"TC4 in, PV
C
C
ity
o
f H
igh
P
o
in
tCi
t
y of
Hi
gh Poi
nt
City of High Point
Piedmont Natural Gas Company Inc.
4
in
, P
las
tic
4 in, Plastic16 in, DI
12
i
n,
DI12 i
n, DI
E
X
IST
IN
G
R
/W
E
X
IST
IN
G
R
/W
EX
I
STIN
G R/
W
EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W 2SBKD
72" VINYL
EXISTING R/W
WOODSTO
G
R
E
E
N
SB
O
R
O
R
D.TO WI
LLARD RD.
TO NC 68
EIP
EIP
EIP
EIP
2SFD
WOODS
WOODS
EIP
EIP
WOODS
EIP
EIP
EIP
SIGN
STONE
B5714-2
TBM1
EIP
EIP
EIP
EIP
BL-3
TBM2
BL-4
WOODS
WOODS
CITY OF HIGH POINT
DB 4450 PG 892
EIP
CITY OF HIGH POINT
DB 7267 PG 883
WOODS
EIP
EIP
PARTNERS LLC
DB 7087 PG 2234
PB 174 PG 62
PRINCETON EASTWOOD
CONSTRUCTION LLC
DB 7766 PG 2409
PB 174 PG 62
30' SEWER EASEMENTDB 6220 PG 2597EIP
EASTWOOD
CONSTRUCTION LLC
DB 7766 PG 2409
PB 174 PG 62
UNDER
CONSTRUCTION
FES
WOODS
BARRINGTON ESTATES HOMEOWNERS
ASSOCIATION, INC.
DB 6581 PG 389
PB 161 PG 83
BARRINGTON PROPERTY OWNERS
ASSOCIATION, INC.
DB 7875 PG 2198
PB 182 PG 1
MUHAMMAD H. ATHAR, UNMARRIED
MUHAMMAD N. ATHAR, MARRIED
DB 8035 PG 1880
PB 162 PG 38
DWIGHT D. STONE
JOHN H. STRATTON, III
DB 7948 PG 893
PB 162 PG 38
JANEL L. INGRAM,
UNMARRIED
DB 6693 PG 706
PB 162 PG 38
HAROLD C. TANNER
SYLVIA TANNER
DB 6654 PG 2038
PB 162 PG 38BRIAN E. TUCKER
LYNNAE DAWN TUCKER
DB 7755 PG 2447
PB 162 PG 38
TRACY MCALLISTER
KENDALL MCALLISTER
DB 6656 PG 1308
PB 162 PG 38
WOODS
EIP
EIP
BARRINGTON
ESTATES HOA
DB 6581 PG 389
PB 162 PG 38
EIP
EIP-R/W
6.78'
CITY OF HIGH POINT
OAK HOLLOW RAW WATER LINE
DB 6220 PG 2619
WOODS
12' SOI
L & GRAVELWOODS
Coaxial
96 st
12 in, DI
DATUR8" DIP (PER RECORD)8" PVC (PER RECORD)
PREVENTER
BACKFLOW
EASEMENT20' SAN SEWEREXISTING R/W
15' UTILITY EASEMENT
DWIGHT D STONE &
JOHN H STRATTON III
DB 7948 PG 893
PB 162 PG 38
WILLIE B HOOD JR
DB 7550 PG 67
PB 162 PG 38
S
S S
44"CHL
56"MTL
NAD 83/ NA 2011
15+002
0
+
0
0
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
MANHOLE
ADJUST
1
2
3
4
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.127 - GUILFORD 67
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
12 13 14 15 16 17 18 19 20
730
740
750
760
770
780
790
BEGIN GRADE
BEGIN PROJECT
STA. 11+50.00
EL = 782.80'
END GRADE
STA. 21+00.00
EL = 775.88'
STA. 21+50.00
END PROJECT
EXIST
TO
MILL
-L-
PI = 12+15.00
EL = 782.17'
VC = 130'
K = 40
PI = 13+95.00
EL = 774.53'
VC = 170'
K = 49
PI = 18+45.00
EL = 770.93'
VC = 220'
K = 80
10 11 12 13
750
760
770
780
(-)0.9692%(-)4
.2
4
44%
(-)0.8000%
(+)1.9412%
21
(+)0.5000%
(-)1.7095%
END GRADE
STA. 12+50.00
EL = 769.50'
EXIST
TO
MILL
-Y-
STA. 13+00.00
END CONSTRUCTION
STA. 10+12.00
EL = 772.95'
PI = 10+40.00
EL = 773.09'
K = 23
BEGIN GRADE
VC = 50'
740
730
790
730
740
750
760
770
780
790
(SEE DETAIL SHEET 2A-1)
AT TIE (50')
MILLING REQUIRED
BRIDGE HYDRAULIC DATA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 5,435
= 25
= 770.7
= 6,930
= 100
= 772.3
= 8,500
= 500+/-
= 772.5
= 1/18/2019
= 755.8
24" RCP
EXIST.
L
GP ELEV. = 773.4'
W/4' DEEP CAPS
3 SPAN: 1@35', 1@70', 1@45', SKEW 105
24" CORED SLAB
BRIDGE C STA. 15+33.0 -L-
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
ELEV=761.0'
EXCAVATE TO
(TYP.)
3.5' KEY DEPTH
DATE: 01-18-2019
ELEV.=755.8'
NORMAL WS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 772.5
= 51
= 25
= 13
= 764.9
= 14
= 765.0
= 500+
EXIST. 24" RCP -L- STA. 17+35
= 3.9
BRIDGE
EXISTING
REMOVE
EXCAVATION (SEE SHEET 4)ELEV. = 774.15'-L- STA. 21+00END SP DITCH RTELEV. = 768.85'-L- STA. 18+50BEGIN SP DITCH RT(+) 2.1200%
790
780
770
760
750
740
730
4
D
E
E
P
R
IV
E
R
R
D
SR 1523RCP-III
2
4"2GI
TB
2 ELBOWS
15" W/
ENGLISH
ON SHEET 4A
SEE ENLARGED AREA
SITE 1
PLAN VIEW
0
10050
100
SCALE: 1"= 100' HORIZ.-L
-LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.127
-L- POT Sta. 21+50.00
END PROJECT 17BP.7.R.127
SHEET 2 OF 7
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
RE
TAI
NCOLLAR
EMBANKMENT EXCAVATION DETAIL
Flatter3:1 or
D2:
1
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 18+50 TO 21+00 RT
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-L- STA. 17+06 LT
DETAIL A
B= 4.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Geotextile
( Not to Scale)
RIP RAP AT EMBANKMENT
-L- STA. 16+85 LT
DETAIL C
Grade
Ditch
2'
GEOTEXTILE
Type of Liner= CL I Rip-Rap
10'min.
1.0'min.
2GI
TB
SHEET 3 OF 7
BUFFER DRAWING
755755755755
7557557557
5
5
755755760760760760760760760760760760760760
760
760
760
7 6 0 7607607
6
5
7
6
5765765 7657657657657657657657657657657657657
7
0770 770770770770 770770770770770770 7707707707707
7
0 770770 770770770775775775775
7757757757757757757757757757757757807807807807
8
0 780780780780780780785785
785785785785785785790790790 790790795S
S
S
S
W
W
W
W
2
4
" RCP24" RC
P15" RCP18" RCP18"
R
CP18" RCP36"TCW
W
W
W
W
36"WR REMAI
NS36"WR REMAINS2SFD
2SFD
2SFD
72"WDDEEP RI VERMTLM
T
L
2SFD
CONCC
O
N
C30"C
&
G
BST10'
B
STCON
CCity of High Point
24 in, DI12
i
n, D
I4
i
n, Pl
ast
i
c24
i
n, D
I8 in, DI8"TC8"TC 8"TC4 in, PV
C
C
ity
o
f H
igh
P
o
in
tCi
t
y of
Hi
gh Poi
nt
City of High Point
Piedmont Natural Gas Company Inc.
4
in
, P
las
tic
4 in, Plastic16 in, DI
12
i
n,
DI12 i
n, DI
E
X
IST
IN
G
R
/W
E
X
IST
IN
G
R
/W
EX
I
STIN
G R/
W
EXI
STI
NG R/WEXI
STI
NG R/WEXISTING R/W 2SBKD
72" VINYL
EXISTING R/W
WOODSTO
G
R
E
E
N
SB
O
R
O
R
D.TO WI
LLARD RD.
TO NC 68
EIP
EIP
EIP
EIP
2SFD
WOODS
WOODS
EIP
EIP
WOODS
EIP
EIP
EIP
SIGN
STONE
B5714-2
TBM1
EIP
EIP
EIP
EIP
BL-3
TBM2
BL-4
WOODS
WOODS
CITY OF HIGH POINT
DB 4450 PG 892
EIP
CITY OF HIGH POINT
DB 7267 PG 883
WOODS
EIP
EIP
PARTNERS LLC
DB 7087 PG 2234
PB 174 PG 62
PRINCETON EASTWOOD
CONSTRUCTION LLC
DB 7766 PG 2409
PB 174 PG 62
30' SEWER EASEMENTDB 6220 PG 2597EIP
EASTWOOD
CONSTRUCTION LLC
DB 7766 PG 2409
PB 174 PG 62
UNDER
CONSTRUCTION
FES
WOODS
BARRINGTON ESTATES HOMEOWNERS
ASSOCIATION, INC.
DB 6581 PG 389
PB 161 PG 83
BARRINGTON PROPERTY OWNERS
ASSOCIATION, INC.
DB 7875 PG 2198
PB 182 PG 1
MUHAMMAD H. ATHAR, UNMARRIED
MUHAMMAD N. ATHAR, MARRIED
DB 8035 PG 1880
PB 162 PG 38
DWIGHT D. STONE
JOHN H. STRATTON, III
DB 7948 PG 893
PB 162 PG 38
JANEL L. INGRAM,
UNMARRIED
DB 6693 PG 706
PB 162 PG 38
HAROLD C. TANNER
SYLVIA TANNER
DB 6654 PG 2038
PB 162 PG 38BRIAN E. TUCKER
LYNNAE DAWN TUCKER
DB 7755 PG 2447
PB 162 PG 38
TRACY MCALLISTER
KENDALL MCALLISTER
DB 6656 PG 1308
PB 162 PG 38
WOODS
EIP
EIP
BARRINGTON
ESTATES HOA
DB 6581 PG 389
PB 162 PG 38
EIP
EIP-R/W
6.78'
CITY OF HIGH POINT
OAK HOLLOW RAW WATER LINE
DB 6220 PG 2619
WOODS
12' SOI
L & GRAVELWOODS
Coaxial
96 st
12 in, DI
DATUR8" DIP (PER RECORD)8" PVC (PER RECORD)
PREVENTER
BACKFLOW
EASEMENT20' SAN SEWEREXISTING R/W
15' UTILITY EASEMENT
DWIGHT D STONE &
JOHN H STRATTON III
DB 7948 PG 893
PB 162 PG 38
WILLIE B HOOD JR
DB 7550 PG 67
PB 162 PG 38
S
S S
44"CHL
56"MTL
NAD 83/ NA 2011
15+002
0
+
0
0
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
VALVE
WATER
ADJUST
MANHOLE
ADJUST
1
2
3
4
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
0 10'025'25'50'5'5'
VERTICAL SCALE HORIZONTAL SCALE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.127 - GUILFORD 67
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
12 13 14 15 16 17 18 19 20
730
740
750
760
770
780
790
BEGIN GRADE
BEGIN PROJECT
STA. 11+50.00
EL = 782.80'
END GRADE
STA. 21+00.00
EL = 775.88'
STA. 21+50.00
END PROJECT
EXIST
TO
MILL
-L-
PI = 12+15.00
EL = 782.17'
VC = 130'
K = 40
PI = 13+95.00
EL = 774.53'
VC = 170'
K = 49
PI = 18+45.00
EL = 770.93'
VC = 220'
K = 80
10 11 12 13
750
760
770
780
(-)0.9692%(-)4
.2
4
44%
(-)0.8000%
(+)1.9412%
21
(+)0.5000%
(-)1.7095%
END GRADE
STA. 12+50.00
EL = 769.50'
EXIST
TO
MILL
-Y-
STA. 13+00.00
END CONSTRUCTION
STA. 10+12.00
EL = 772.95'
PI = 10+40.00
EL = 773.09'
K = 23
BEGIN GRADE
VC = 50'
740
730
790
730
740
750
760
770
780
790
(SEE DETAIL SHEET 2A-1)
AT TIE (50')
MILLING REQUIRED
BRIDGE HYDRAULIC DATA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
BASE DISCHARGE
BASE FREQUENCY
BASE HW ELEVATION
OVERTOPPING DISCHARGE
OVERTOPPING FREQUENCY
OVERTOPPING ELEVATION
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
YRS
CFS
FT
CFS
YRS
FT
CFS
YRS
FT
= 5,435
= 25
= 770.7
= 6,930
= 100
= 772.3
= 8,500
= 500+/-
= 772.5
= 1/18/2019
= 755.8
24" RCP
EXIST.
L
GP ELEV. = 773.4'
W/4' DEEP CAPS
3 SPAN: 1@35', 1@70', 1@45', SKEW 105
24" CORED SLAB
BRIDGE C STA. 15+33.0 -L-
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
ELEV=761.0'
EXCAVATE TO
(TYP.)
3.5' KEY DEPTH
DATE: 01-18-2019
ELEV.=755.8'
NORMAL WS
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 772.5
= 51
= 25
= 13
= 764.9
= 14
= 765.0
= 500+
EXIST. 24" RCP -L- STA. 17+35
= 3.9
BRIDGE
EXISTING
REMOVE
EXCAVATION (SEE SHEET 4)ELEV. = 774.15'-L- STA. 21+00END SP DITCH RTELEV. = 768.85'-L- STA. 18+50BEGIN SP DITCH RT(+) 2.1200%
790
780
770
760
750
740
730
4
D
E
E
P
R
IV
E
R
R
D
SR 1523RCP-III
2
4"2GI
TB
2 ELBOWS
15" W/
ENGLISH
ON SHEET 4A
SEE ENLARGED AREA
SITE 1
PLAN VIEW
0
10050
100
SCALE: 1"= 100' HORIZ.-L
-LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
-L- POT Sta. 11+50.00
BEGIN PROJECT 17BP.7.R.127
-L- POT Sta. 21+50.00
END PROJECT 17BP.7.R.127
SHEET 2 OF 7
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
RE
TAI
NCOLLAR
EMBANKMENT EXCAVATION DETAIL
Flatter3:1 or
D2:
1
( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 18+50 TO 21+00 RT
DETAIL B
Min. D= 1.0 Ft.
Ground
Natural Slope
Ditch
Front
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-L- STA. 17+06 LT
DETAIL A
B= 4.0 Ft.
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL I Rip-Rap
Geotextile
( Not to Scale)
RIP RAP AT EMBANKMENT
-L- STA. 16+85 LT
DETAIL C
Grade
Ditch
2'
GEOTEXTILE
Type of Liner= CL I Rip-Rap
10'min.
1.0'min.
2GI
TB
W
W
W
W
2
4
" RCP
W
W
72"WDMTLM
T
L
City of High Point
24 in, DI
City of High Point
Piedmont Natural Gas Company Inc.
4
in
, P
las
tic 16 in, DI12 i
n, DI
EIP
EIP
WOODS
TBM2
BL-4
WOODS
WOODS
EIP
EIP-R/W
6.78'
WOODS
WOODS
12
in
, DI
44"CHL
56"MTL
VALVE
WATER
ADJUST RCP-III
2
4"2GI
TB
2 ELBOWS
15" W/
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.127 - GUILFORD 67
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
ENGLISH
B5714_hyd_prm_buf_psh04a.dgnMOTT MacDONALD2/16/2021NAD 83/ NA 2011
17+00-L
-4A
0
5025
50
SCALE: 1"= 50' HORIZ.
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
SITE 1
PLAN VIEW
ENLARGED
4A
SHEET 4 OF 7
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 1
ALLOWABLE IMPACTS ZONE 2
F
F
F
F
F
F
C
F
RETAI
NCOLLAR
2GI
TB
755755755
7557557
5
5
755755760760760760760760760760760
760
7
60
760760
765765765765765765765765765770770770 770770770 770770770 770770770775775780W
W
W
W
2
4
" RCP
W
W
72"WDMTLM
T
L
City of High Point
24 in, DI
City of High Point
Piedmont Natural Gas Company Inc.
4
in
, P
las
tic 16 in, DI12 i
n, DI
EIP
EIP
WOODS
TBM2
BL-4
WOODS
WOODS
EIP
EIP-R/W
6.78'
WOODS
WOODS
12
in
, DI
44"CHL
56"MTL
VALVE
WATER
ADJUST RCP-III
2
4"2GI
TB
2 ELBOWS
15" W/
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.127 - GUILFORD 67
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
ENGLISH
B5714_hyd_prm_buf_psh04a_con.dgnMOTT MacDONALD2/16/2021NAD 83/ NA 2011
17+00-L
-4A
0
5025
50
SCALE: 1"= 50' HORIZ.
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
SITE 1
PLAN VIEW
ENLARGED
4A
SHEET 5 OF 7
BUFFER DRAWING
ALLOWABLE IMPACTS ZONE 2
ALLOWABLE IMPACTS ZONE 1
F
F
F
F
F
F
C
F
RETAI
NCOLLAR
2GI
TB
Site Station Structure
No.(From/To)Size / Type
1 -L- 14+58 TO 16+O8 33" BOX BEAM, 1 SPAN @ 85'X 2693 1361 2693
X 3934 1824 1824
X 135 135
X X 6207 6783 6783
12834 10103 11435 0 0 0 0 0
NOTES:
Revised 2018 Feb SHEET 6 OF 7
ALLOWABLE MITIGABLE
JANUARY 27, 2021
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
GUILFORD COUNTY
17BP.7.R.127
BUFFER
REPLACEMENT
IMPACTS
RIPARIAN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
ROAD
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
ZONE 1
(ft2)ZONE 2 (ft2)
1 -L- 16+90 TO 17+17 LT 116 6
116 6
Revised 2018 Feb SHEET 7 OF 7
WETLANDS IN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JANUARY 27, 2021
GUILFORD COUNTY
17BP.7.R.127
WETLANDS IN BUFFERS
SITE
NO.STATION (FROM/TO)
TOTAL:
Rev. Jan 2009