HomeMy WebLinkAbout20210336 Ver 1_Meeting Request Review Doc Attachment_202102122098
2132
4416
4415
2064
1863 1909
1864
2007
2001
2000
2068 2081
2080
2003
1846
1865
2004
2008
2086
2091
1858
2009
1843
2099
1008
4435
4447
4466
2007
4469
2010
Colfax
4453
4452
2007
C630
4630
4631
1008
Southern Corp.GUILFORD COUNTYFORSYTH COUNTY40
BUS
421
Norfolk
2133
4319
4431
4493
4495
4494
2601
2042
2037
2124
2038
2082
2039
2036
1005
150
Norfolk
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:TIP PROJECT: 17BP.7.R.13117BP.7.R.131
DIVISION OF HIGHWAYS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
GUILFORD COUNTY
ELENI M. RIGGS, PE
TOTAL LENGTH TIP PROJECT = 0.170 MILES
LENGTH STRUCTURE TIP PROJECT = 0.017 MILES
LENGTH ROADWAY TIP PROJECT = 0.153 MILES
2018 STANDARD SPECIFICATIONS
Prepared in the Office of Mott MacDonald for
V = 45 MPH
ADT 2025 = 2600
ADT 2015 = 1300
COLLECTOR
SUB REGIONAL TIER
LOCATION: BRIDGE NO. 85 OVER REEDY FORK ON SR 1858 (BEESON ROAD)
www.mottmac.com
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
7621 Purfoy Road, Suite 115
-L- Sta. 15+53.88
BEGIN BRIDGE
-L- Sta. 15+43.00
BEGIN APPROACH SLAB
-L- Sta. 16+41.13
END BRIDGE
-L- Sta. 16+52.00
END APPROACH SLAB
-L- POT Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.131
-L- POT Sta. 20+00.00
END PROJECT 17BP.7.R.131
RIDGE ROADTO OAK TO COLFAX-L-
BEESON ROADSR 1858
LIMITS
PROJECT
17BP.7.R.131
REEDY FORKWETLAND AND SURFACE WATER IMPACTS PERMIT
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_tsh.dgnMOTT MACDONALD 1/14/2021ENGLISHSHEET 1 OF 7
PERMIT DRAWING
NAD 83/NA 2011
15" RCP
15" RCP 18" RCP
18" RCP
MTL
MTL
MTL
MTL
4
8" PVC48" WD W/ 4SE
48"WW W/1SBW
22' BST SR 1858 BEESON RD.
TO OAK RIDGE RD.TO COLFAX22' BST SR 1858 BEESON RD.50.00'EXISTING R/WEXISTING R/W
65.00'EXI
STI
NG R/WEXI
STI
NG R/
W
C
C
T
T
EI
PWOODS48"WW W/1SBW
15' BSTGR 12' GR16' GR18' GR8' SOIL20
.00'REF. PB 74 PG 7320' ACCESS AND UTILITY EASEMENT15.00'REF.
PB 74 PG 7315'
ACCESS EASEMENT20.00'REF. PB 179 PG 10020' UTI
LI
TY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENTWOODS
EIP
EIP
HW
CONC
GATE
MTL
BM1
WOODS
EIP
EIP
EIP
EIP
BRUSH
WOODS
WOODS
PAVERS
CONC
RAP
RIP
RAP
RIP
WOODS
WOODSPROJ. 6.492412
REF. NCDOT
PDE
WOODS
EIP
EIP
EIP
RAP
RIP
RAP
RIP
GATE
MTL
GATE
MTL
EIP
15" RCPW/1SBW48"WW
S
W/ 4SE48" WDPROJ. 6.492412
REF. NCDOT
PDE
PROJ. 6.492412
REF. NCDOT
PDE
W/ 4SE48" WDTERESA G. BIGGERSTAFF
DANIEL S. BIGGERSTAFF
DB 3447 PG 504
DB 7095 PG 576
DB 3447 PG 508
DB 3447 PG 507
DB 1747 PG 513
DB 6736 PG 1479
MARY S. HODGIN BENJAMIN C. RUCH
PB 179 PG 100
DB 7536 PG 1696
DB 3447 PG 498
DB 7562 PG 1902
DIANA ESPITIA
CINDY LUPO
KYLE LUPO
PB 74 PG 73
DB 3447 PG 499
DB 3447 PG 498
DB 7622 PG 1589
CINDY LUPO
KYLE LUPO
PB 179 PG 100
DB 7711 PG 2298
SANDRA LARUE
BOBBIE LARUE
DB 3447 PG 503
DB 3447 PG 502
DB 2906 PG 498
CONC
WENDY G. LARUE
PB 74 PG 73
DB 7073 PG 1287 REEDY FORKREEDY FORK
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.131 - GUILFORD 85
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
4
-L-
PI = 13+00.00
EL = 850.25'
VC = 120'
PI = 14+80.00
EL = 840.81'
VC = 160'
K = 26
(STRUCTURE PAY ITEM)
EXCAVATION = 145 CY
BEGIN GRADE
STA. 11+00.00
BEGIN PROJECT
STA. 11+50.00
EL = 859.71'
EXIST
TO
MILL
STA. 20+00.00
END PROJECT
EXIST
TO
MILL
END GRADE
STA. 19+50.00
EL = 859.95'(-)6.3067%(-)5.2444%
(+)0.9020%
(+)7.8848%
(+)6.5333%
K = 113
PI = 17+25.00
VC = 190'
K = 27
PI = 18+90.00
EL = 856.03'
VC = 120'
K = 89
EL = 843.02'
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
= 1,700
= 25
= 836.5
= 2,300
= 100
= 837.2
6,600
= 500+
= 842.0
= 1/18/2019
= 828.8
(
-
) 6.6009%
(-
) 7.1167%
(-) 10.0381%(-) 1.9652%ELEV. = 862.06'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 861.08'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 844.00'-L- STA. 13+40END SP DITCH RTELEV. = 829.00'-L- STA. 15+90END SP DITCH RTELEV. = 857.24'-L- STA. 19+67END SP DITCH RTELEV. = 841.80'-L- STA. 13+70BEGIN SP DITCH RTELEV. = 841.50'-L- STA. 17+30BEGIN SP DITCH RTELEV. = 831.26'-L- STA. 14+75PI SP DITCH RTELEV. = 848.00'-L- STA. 13+13END SP DITCH LTL
GP ELEV. = 841.9'
W/4' DEEP CAPS
1 SPAN: 1@85', SKEW 90
33" BOX BEAM
BRIDGE C STA. 15+97.5 -L-
BRIDGE
EXISTING
REMOVE
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
ELEV=832.50'
EXCAVATE TO
DATE:01-18-2019
ELEV.=828.80'
NORMAL WS
(+) 6.6414%
18" RCP
(TYP.)
3.5' KEY DEPTH
2
3
4
1
6
515+0020+00-L- POT Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.131
-L- POT Sta. 20+00.00
END PROJECT 17BP.7.R.131NAD 83/ NA 2011
-L- PC Sta. 16+58.11
-L- PT Sta. 18+83.98
-L- POT Sta. 21+00.00
-L- PT Sta. 15+39.29
-L- PC Sta. 11+89.60
-L- POT Sta. 10+00.00
18" 18"
RETAIN
2GI
TB
REMOVE REMOVE
RETAIN
RETAIN 1.5:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
-L- STA. 11+00 TO 13+13 LT
Min. D= 1.0 Ft.
DETAIL A
Ground
Natural
Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1-L- STA. 17+30 TO 19+67 RT
-L- STA. 11+00 TO 13+40 RT
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
DETAIL B
Type of Liner= PSRM
Ground
Natural Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:
1
-L- STA. 13+70 TO 14+75 RT
DETAIL C
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= Cl B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
( Not to Scale)
TOE PROTECTION
d
-L- STA. 17+75 TO 19+50 LT
Fill Slope2:1 or Flatter
d= 1.0 Ft.
Type of Liner= PSRM
DETAIL E
Ground
Natural
PSRM
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
-L- STA. 14+75 TO 15+90 RT
DETAIL D
b= 5.0 Ft.
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
+10 RT
BEGIN SBG
2 ELBOWS
15" W/
EST. 80 SY GEOTEXTILE
EST. 35 TONS RIP RAP
SEE DETAIL C
LATERAL 'V' DITCH
EST. 155 SY PSRM
SEE DETAIL B
LATERAL 'V' DITCH
SEE DETAIL A
LATERAL 'V' DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
DITCH
EXIST
TIE TO
LIMITS
EXCAVATION
EST. 125 SY PSRM
SEE DETAIL B
LATERAL 'V' DITCH
DETAIL F
RIP RAP AT EMBANKMENT
( Not to Scale)
Grade
Ditch
GEOTEXTILE
Type of Liner= CL B Rip-Rap
1.5'
-L- STA. 16+72 TO 16+95 RT
EST. 30 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL F
RIP RAP AT EMBANKMENT
EST. 115 SY PSRM
SEE DETAIL E
TOE PROTECTION
(STRUCTURE PAY ITEM)
UP TO ELEV. 837.5' (TYP.)
CLASS II RIP RAP
+37+47+48+58EST. 130 CY DDE
EST. 110 SY GEOTEXTILE
EST. 40 TONS RIP RAP
SEE DETAIL D
LATERAL BASE DITCH
F
F
F F F
E
HC
S
S
TS
TS-L-
0
10050
100
SCALE: 1"= 100' HORIZ.
ENGLISH
SITE 1
PLAN VIEW
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_psh04.dgnMOTT MACDONALD 1/14/2021WETLAND
DENOTES FILL IN
LEGEND
F F
IN WETLAND
DENOTES EXCAVATIONEE
HC HC
CLEARING
DENOTES HAND
ON SHEET 4A
SEE ENLARGED AREA
SHEET 2 OF 7
PERMIT DRAWING
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
V10=1.9 fps
Q10=4.9 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
V10=3.3 fps
Q10=32 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C C
C
F
SHEET 3 OF 7
PERMIT DRAWING8258308
3
0
830830830830830830830830830830830
8308
3
0 830835
835835835835835
835835835835835835835835835835835835835 835
835835 835835835835835835835835835835835835835835835835835835835
835 835835835835840
840840840840840840
840840840840840
8
4
0
8408408
4
08408
40 840840840840840840840840840840845
845
845
845
84584584584584584584
5845845845845845845
845
845
8
4
5 8458458458458458458458458458458458
5
0850
850850
850850850850850
850850850850
850850
850
850
850
8
5
0 850850850850 850850850850850850850855855855855855
855855855855855
855
8558558558558558
5
5855855855 855855855855855855860860860860860 8608608 6 0
860
860 8608608608608608608
6
0
8
6
0 860860860860860860865865865865865865865
865
865
865865865865865
86586
5
8
65865 865865865865865865870870870870
870
870 870
8708708708708708708708
7
0 870870870870870870870875875
87587587
5875875 875875875875880
8
8
0 88088088088588588515" RCP
15" RCP 18" RCP
18" RCP
MTL
MTL
MTL
MTL
4
8" PVC48" WD W/ 4SE
48"WW W/1SBW
22' BST SR 1858 BEESON RD.
TO OAK RIDGE RD.TO COLFAX22' BST SR 1858 BEESON RD.50.00'EXISTING R/WEXISTING R/W
65.00'EXI
STI
NG R/WEXI
STI
NG R/
W
C
C
T
T
EI
PWOODS48"WW W/1SBW
15' BSTGR 12' GR16' GR18' GR8' SOIL20
.00'REF. PB 74 PG 7320' ACCESS AND UTILITY EASEMENT15.00'REF.
PB 74 PG 7315'
ACCESS EASEMENT20.00'REF. PB 179 PG 10020' UTI
LI
TY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENT-BL- 5
-BL- 4
WOODS
EIP
EIP
HW
CONC
GATE
MTL
BM1
WOODS
EIP
EIP
EIP
EIP
BRUSH
WOODS
WOODS
PAVERS
CONC
RAP
RIP
RAP
RIP
WOODS
WOODSPROJ. 6.492412
REF. NCDOT
PDE
WOODS
EIP
EIP
EIP
RAP
RIP
RAP
RIP
GATE
MTL
GATE
MTL
EIP
-BL- 3
15" RCPW/1SBW48"WW
S
W/ 4SE48" WDPROJ. 6.492412
REF. NCDOT
PDE
PROJ. 6.492412
REF. NCDOT
PDE
W/ 4SE48" WDTERESA G. BIGGERSTAFF
DANIEL S. BIGGERSTAFF
DB 3447 PG 504
DB 7095 PG 576
DB 3447 PG 508
DB 3447 PG 507
DB 1747 PG 513
DB 6736 PG 1479
MARY S. HODGIN BENJAMIN C. RUCH
PB 179 PG 100
DB 7536 PG 1696
DB 3447 PG 498
DB 7562 PG 1902
DIANA ESPITIA
CINDY LUPO
KYLE LUPO
PB 74 PG 73
DB 3447 PG 499
DB 3447 PG 498
DB 7622 PG 1589
CINDY LUPO
KYLE LUPO
PB 179 PG 100
DB 7711 PG 2298
SANDRA LARUE
BOBBIE LARUE
DB 3447 PG 503
DB 3447 PG 502
DB 2906 PG 498
CONC
WENDY G. LARUE
PB 74 PG 73
DB 7073 PG 1287 REEDY FORKREEDY FORK
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.131 - GUILFORD 85
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
4
-L-
PI = 13+00.00
EL = 850.25'
VC = 120'
PI = 14+80.00
EL = 840.81'
VC = 160'
K = 26
(STRUCTURE PAY ITEM)
EXCAVATION = 145 CY
BEGIN GRADE
STA. 11+00.00
BEGIN PROJECT
STA. 11+50.00
EL = 859.71'
EXIST
TO
MILL
STA. 20+00.00
END PROJECT
EXIST
TO
MILL
END GRADE
STA. 19+50.00
EL = 859.95'(-)6.3067%(-)5.2444%
(+)0.9020%
(+)7.8848%
(+)6.5333%
K = 113
PI = 17+25.00
VC = 190'
K = 27
PI = 18+90.00
EL = 856.03'
VC = 120'
K = 89
EL = 843.02'
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
= 1,700
= 25
= 836.5
= 2,300
= 100
= 837.2
6,600
= 500+
= 842.0
= 1/18/2019
= 828.8
(
-
) 6.6009%
(-
) 7.1167%
(-) 10.0381%(-) 1.9652%ELEV. = 862.06'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 861.08'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 844.00'-L- STA. 13+40END SP DITCH RTELEV. = 829.00'-L- STA. 15+90END SP DITCH RTELEV. = 857.24'-L- STA. 19+67END SP DITCH RTELEV. = 841.80'-L- STA. 13+70BEGIN SP DITCH RTELEV. = 841.50'-L- STA. 17+30BEGIN SP DITCH RTELEV. = 831.26'-L- STA. 14+75PI SP DITCH RTELEV. = 848.00'-L- STA. 13+13END SP DITCH LTL
GP ELEV. = 841.9'
W/4' DEEP CAPS
1 SPAN: 1@85', SKEW 90
33" BOX BEAM
BRIDGE C STA. 15+97.5 -L-
BRIDGE
EXISTING
REMOVE
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
ELEV=832.50'
EXCAVATE TO
DATE:01-18-2019
ELEV.=828.80'
NORMAL WS
(+) 6.6414%
18" RCP
(TYP.)
3.5' KEY DEPTH
2
3
4
1
6
515+0020+00-L- POT Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.131
-L- POT Sta. 20+00.00
END PROJECT 17BP.7.R.131NAD 83/ NA 2011
-L- PC Sta. 16+58.11
-L- PT Sta. 18+83.98
-L- POT Sta. 21+00.00
-L- PT Sta. 15+39.29
-L- PC Sta. 11+89.60
-L- POT Sta. 10+00.00
18" 18"
RETAIN
2GI
TB
REMOVE REMOVE
RETAIN
RETAIN 1.5:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
-L- STA. 11+00 TO 13+13 LT
Min. D= 1.0 Ft.
DETAIL A
Ground
Natural
Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1-L- STA. 17+30 TO 19+67 RT
-L- STA. 11+00 TO 13+40 RT
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
DETAIL B
Type of Liner= PSRM
Ground
Natural Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:
1
-L- STA. 13+70 TO 14+75 RT
DETAIL C
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= Cl B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
( Not to Scale)
TOE PROTECTION
d
-L- STA. 17+75 TO 19+50 LT
Fill Slope2:1 or Flatter
d= 1.0 Ft.
Type of Liner= PSRM
DETAIL E
Ground
Natural
PSRM
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
-L- STA. 14+75 TO 15+90 RT
DETAIL D
b= 5.0 Ft.
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
+10 RT
BEGIN SBG
2 ELBOWS
15" W/
EST. 80 SY GEOTEXTILE
EST. 35 TONS RIP RAP
SEE DETAIL C
LATERAL 'V' DITCH
EST. 155 SY PSRM
SEE DETAIL B
LATERAL 'V' DITCH
SEE DETAIL A
LATERAL 'V' DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
DITCH
EXIST
TIE TO
LIMITS
EXCAVATION
EST. 125 SY PSRM
SEE DETAIL B
LATERAL 'V' DITCH
DETAIL F
RIP RAP AT EMBANKMENT
( Not to Scale)
Grade
Ditch
GEOTEXTILE
Type of Liner= CL B Rip-Rap
1.5'
-L- STA. 16+72 TO 16+95 RT
EST. 30 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL F
RIP RAP AT EMBANKMENT
EST. 115 SY PSRM
SEE DETAIL E
TOE PROTECTION
(STRUCTURE PAY ITEM)
UP TO ELEV. 837.5' (TYP.)
CLASS II RIP RAP
+37+47+48+58EST. 130 CY DDE
EST. 110 SY GEOTEXTILE
EST. 40 TONS RIP RAP
SEE DETAIL D
LATERAL BASE DITCH
F
F
F F F
E
HC
S
S
TS
TS-L-
0
10050
100
SCALE: 1"= 100' HORIZ.
ENGLISH
SITE 1
PLAN VIEW
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_psh04_con.dgnMOTT MACDONALD 1/14/2021WETLAND
DENOTES FILL IN
LEGEND
F F
IN WETLAND
DENOTES EXCAVATIONEE
HC HC
CLEARING
DENOTES HAND
ON SHEET 4A
SEE ENLARGED AREA
SHEET 2 OF 7
PERMIT DRAWING
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
V10=1.9 fps
Q10=4.9 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
V10=3.3 fps
Q10=32 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C C
C
F
15" RCP 18" RCP
MTL
MTL
MTL
MTL
T
WOODS48"WW W/1SBW 8' SOILEIP
PAVERS
CONC
RAP
RIP15" RCPW/1SBW48"WW
S
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.131 - GUILFORD 85
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
Office of:
Prepared in the
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
18"
RETAIN
O
2GI
TB
REMOVE
1.5:1F
F
F F F
E
HC
S
S
TS
TS-L-
ENGLISH
NAD 83/ 95
IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
E E
HC HC
CLEARING
DENOTES HAND
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_psh04A.dgnMOTT MACDONALD 1/14/20210
3015
30
SCALE: 1"= 30' HORIZ.
4A
SITE 1
PLAN VIEW
ENLARGED
2 ELBOWS
15" W/
LEGEND
SHEET 4 OF 7
PERMIT DRAWING
15+00S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
V10=1.9 fps
Q10=4.9 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
V10=3.3 fps
Q10=32 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
F
F
F
F
F
C C
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.131 - GUILFORD 85
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
Office of:
Prepared in the
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
825830830830830830830835835835
835835835
8358358408408408408408
4
0
15" RCP 18" RCP
MTL
MTL
MTL
MTL
T
WOODS48"WW W/1SBW 8' SOILEIP
PAVERS
CONC
RAP
RIP15" RCPW/1SBW48"WW
S
18"
RETAIN
O
2GI
TB
REMOVE
1.5:1F
F
F F F
E
HC
S
S
TS
TS-L-
ENGLISH
NAD 83/ 95
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_wet_psh04A_con.dgnMOTT MACDONALD 1/14/20210
3015
30
SCALE: 1"= 30' HORIZ.
4A
2 ELBOWS
15" W/
SHEET 5 OF 7
PERMIT DRAWING
15+00IN WETLAND
DENOTES EXCAVATION
WETLAND
DENOTES FILL INFF
E E
HC HC
CLEARING
DENOTES HAND
S S
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
DENOTES PERMANENT
V10=3.3 fps
Q10=32 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
V10=1.9 fps
Q10=4.9 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
SITE 1
PLAN VIEW
ENLARGED
F
F
F
F
F
C C
SHEET NO.0 105 PROJECT REFERENCE
17BP.7.R.131 - GUILFORD 85
840.30
EOPEOPEXIST. R/WEXIST. R/W0.059 0.059VAR.
830.773:1X-3
840 840
850 850
830 830
15+00.00
00 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
-L-
SITE 1
WETLAND
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_xpl.dgnMOTT MACDONALD 1/14/2021SHEET 6 OF 7
PERMIT DRAWING
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- 14+49 TO 15+85 RT.33" BOX BEAM, 1 SPAN @ 85'0.01 < 0.01 < 0.01
1 -L- 15+95 TO 16+01 EXISTING BENT REMOVAL < 0.01 31
1 -L- 15+88 TO 15+92 RT.BANK STABILIZATION < 0.01 14
1 -L- 16+72 TO 16+91 RT.BANK STABILIZATION < 0.01 9
TOTALS*:0.01 < 0.01 < 0.01 < 0.01 < 0.01 23 31 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2013 10 24 SHEET 7 OF 7
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
GUILFORD COUNTY
17BP.7.R.131
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JANUARY 14, 2021
2098
2132
4416
4415
2064
1863 1909
1864
2007
2001
2000
2068 2081
2080
2003
1846
1865
2004
2008
2086
2091
1858
2009
1843
2099
1008
4435
4447
4466
2007
4469
2010
Colfax
4453
4452
2007
C630
4630
4631
1008
Southern Corp.GUILFORD COUNTYFORSYTH COUNTY40
BUS
421
Norfolk
2133
4319
4431
4493
4495
4494
2601
2042
2037
2124
2038
2082
2039
2036
1005
150
Norfolk
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:TIP PROJECT: 17BP.7.R.13117BP.7.R.131
DIVISION OF HIGHWAYS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
GUILFORD COUNTY
ELENI M. RIGGS, PE
TOTAL LENGTH TIP PROJECT = 0.170 MILES
LENGTH STRUCTURE TIP PROJECT = 0.017 MILES
LENGTH ROADWAY TIP PROJECT = 0.153 MILES
2018 STANDARD SPECIFICATIONS
Prepared in the Office of Mott MacDonald for
V = 45 MPH
ADT 2025 = 2600
ADT 2015 = 1300
COLLECTOR
SUB REGIONAL TIER
LOCATION: BRIDGE NO. 85 OVER REEDY FORK ON SR 1858 (BEESON ROAD)
www.mottmac.com
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
7621 Purfoy Road, Suite 115
-L- Sta. 15+53.88
BEGIN BRIDGE
-L- Sta. 15+43.00
BEGIN APPROACH SLAB
-L- Sta. 16+41.13
END BRIDGE
-L- Sta. 16+52.00
END APPROACH SLAB
-L- POT Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.131
-L- POT Sta. 20+00.00
END PROJECT 17BP.7.R.131
RIDGE ROADTO OAK TO COLFAX-L-
BEESON ROADSR 1858
LIMITS
PROJECT
17BP.7.R.131
REEDY FORK
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_tsh.dgnMOTT MACDONALD 1/14/2021ENGLISH
BUFFER IMPACTS PERMIT
SHEET 1 OF 7
BUFFER DRAWING
NAD 83/NA 2011
15" RCP
15" RCP 18" RCP
18" RCP
MTL
MTL
MTL
MTL
4
8" PVC48" WD W/ 4SE
48"WW W/1SBW
22' BST SR 1858 BEESON RD.
TO OAK RIDGE RD.TO COLFAX22' BST SR 1858 BEESON RD.50.00'EXISTING R/WEXISTING R/W
65.00'EXI
STI
NG R/WEXI
STI
NG R/
W
C
C
T
T
WOODS48"WW W/1SBW
15' BSTGR 12' GR16' GR18' GR8' SOIL20
.00'REF. PB 74 PG 7320' ACCESS AND UTILITY EASEMENT15.00'REF.
PB 74 PG 7315'
ACCESS EASEMENTREF. PB 179 PG 10020' UTI
LI
TY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENTWOODS
HW
CONC
GATE
MTL
BM1
WOODS
BRUSH
WOODS
WOODS
PAVERS
CONC
RAP
RIP
RAP
RIP
WOODS
WOODSPROJ. 6.492412
REF. NCDOT
PDE
WOODS
RAP
RIP
RAP
RIP
GATE
MTL
GATE
MTL
15" RCPW/1SBW48"WW
S
W/ 4SE48" WDPROJ. 6.492412
REF. NCDOT
PDE
PROJ. 6.492412
REF. NCDOT
PDE
W/ 4SE48" WDTERESA G. BIGGERSTAFF
DANIEL S. BIGGERSTAFF
MARY S. HODGIN BENJAMIN C. RUCH
DIANA ESPITIA
CINDY LUPO
KYLE LUPO
CINDY LUPO
KYLE LUPO
SANDRA LARUE
BOBBIE LARUE
CONC
WENDY G. LARUE REEDY FORKREEDY FORK
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.131 - GUILFORD 85
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
4
-L-
PI = 13+00.00
EL = 850.25'
VC = 120'
PI = 14+80.00
EL = 840.81'
VC = 160'
K = 26
(STRUCTURE PAY ITEM)
EXCAVATION = 145 CY
BEGIN GRADE
STA. 11+00.00
BEGIN PROJECT
STA. 11+50.00
EL = 859.71'
EXIST
TO
MILL
STA. 20+00.00
END PROJECT
EXIST
TO
MILL
END GRADE
STA. 19+50.00
EL = 859.95'(-)6.3067%(-)5.2444%
(+)0.9020%
(+)7.8848%
(+)6.5333%
K = 113
PI = 17+25.00
VC = 190'
K = 27
PI = 18+90.00
EL = 856.03'
VC = 120'
K = 89
EL = 843.02'
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
= 1,700
= 25
= 836.5
= 2,300
= 100
= 837.2
6,600
= 500+
= 842.0
= 1/18/2019
= 828.8
(
-
) 6.6009%
(-
) 7.1167%
(-) 10.0381%(-) 1.9652%ELEV. = 862.06'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 861.08'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 844.00'-L- STA. 13+40END SP DITCH RTELEV. = 829.00'-L- STA. 15+90END SP DITCH RTELEV. = 857.24'-L- STA. 19+67END SP DITCH RTELEV. = 841.80'-L- STA. 13+70BEGIN SP DITCH RTELEV. = 841.50'-L- STA. 17+30BEGIN SP DITCH RTELEV. = 831.26'-L- STA. 14+75PI SP DITCH RTELEV. = 848.00'-L- STA. 13+13END SP DITCH LTL
GP ELEV. = 841.9'
W/4' DEEP CAPS
1 SPAN: 1@85', SKEW 90
33" BOX BEAM
BRIDGE C STA. 15+97.5 -L-
BRIDGE
EXISTING
REMOVE
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
ELEV=832.50'
EXCAVATE TO
DATE:01-18-2019
ELEV.=828.80'
NORMAL WS
(+) 6.6414%
18" RCP
(TYP.)
3.5' KEY DEPTH
2
3
4
1
6
515+0020+00-L- POT Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.131
-L- POT Sta. 20+00.00
END PROJECT 17BP.7.R.131NAD 83/ NA 2011
-L- PC Sta. 16+58.11
-L- PT Sta. 18+83.98
-L- POT Sta. 21+00.00
-L- PT Sta. 15+39.29
-L- PC Sta. 11+89.60
-L- POT Sta. 10+00.00
18" 18"
RETAIN
2GI
TB
REMOVE REMOVE
RETAIN
RETAIN 1.5:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
-L- STA. 11+00 TO 13+13 LT
Min. D= 1.0 Ft.
DETAIL A
Ground
Natural
Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1-L- STA. 17+30 TO 19+67 RT
-L- STA. 11+00 TO 13+40 RT
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
DETAIL B
Type of Liner= PSRM
Ground
Natural Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:
1
-L- STA. 13+70 TO 14+75 RT
DETAIL C
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= Cl B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
( Not to Scale)
TOE PROTECTION
d
-L- STA. 17+75 TO 19+50 LT
Fill Slope2:1 or Flatter
d= 1.0 Ft.
Type of Liner= PSRM
DETAIL E
Ground
Natural
PSRM
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
-L- STA. 14+75 TO 15+90 RT
DETAIL D
b= 5.0 Ft.
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
+10 RT
BEGIN SBG
2 ELBOWS
15" W/
EST. 80 SY GEOTEXTILE
EST. 35 TONS RIP RAP
SEE DETAIL C
LATERAL 'V' DITCH
EST. 155 SY PSRM
SEE DETAIL B
LATERAL 'V' DITCH
SEE DETAIL A
LATERAL 'V' DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
DITCH
EXIST
TIE TO
LIMITS
EXCAVATION
EST. 125 SY PSRM
SEE DETAIL B
LATERAL 'V' DITCH
DETAIL F
RIP RAP AT EMBANKMENT
( Not to Scale)
Grade
Ditch
GEOTEXTILE
Type of Liner= CL B Rip-Rap
1.5'
-L- STA. 16+72 TO 16+95 RT
EST. 30 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL F
RIP RAP AT EMBANKMENT
EST. 115 SY PSRM
SEE DETAIL E
TOE PROTECTION
(STRUCTURE PAY ITEM)
UP TO ELEV. 837.5' (TYP.)
CLASS II RIP RAP
+37+47+48+58EST. 130 CY DDE
EST. 110 SY GEOTEXTILE
EST. 40 TONS RIP RAP
SEE DETAIL D
LATERAL BASE DITCH
-L-
0
10050
100
SCALE: 1"= 100' HORIZ.
ENGLISH
SITE 1
PLAN VIEW
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_psh04.dgnMOTT MACDONALD 1/14/2021ON SHEET 4A
SEE ENLARGED AREA
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
SHEET 2 OF 7
BUFFER DRAWING
V10=3.3 fps
Q10=32 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
V10=1.9 fps
Q10=4.9 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C C
C
F
8258308
3
0
830830830830830830830830830830830
8308
3
0 830835
835835835835835
835835835835835835835835835835835835835 835
835835 835835835835835835835835835835835835835835835835835835835
835 835835835835840
840840840840840840
840840840840840
8
4
0
8408408
4
08408
40 840840840840840840840840840840845
845
845
845
84584584584584584584
5845845845845845845
845
845
8
4
5 8458458458458458458458458458458458
5
0850
850850
850850850850850
850850850850
850850
850
850
850
8
5
0 850850850850 850850850850850850850855855855855855
855855855855855
855
8558558558558558
5
5855855855 855855855855855855860860860860860 8608608 6 0
860
860 8608608608608608608
6
0
8
6
0 860860860860860860865865865865865865865
865
865
865865865865865
86586
5
8
65865 865865865865865865870870870870
870
870 870
8708708708708708708708
7
0 870870870870870870870875875
87587587
5875875 875875875875880
8
8
0 88088088088588588515" RCP
15" RCP 18" RCP
18" RCP
MTL
MTL
MTL
MTL
4
8" PVC48" WD W/ 4SE
48"WW W/1SBW
22' BST SR 1858 BEESON RD.
TO OAK RIDGE RD.TO COLFAX22' BST SR 1858 BEESON RD.50.00'EXISTING R/WEXISTING R/W
65.00'EXI
STI
NG R/WEXI
STI
NG R/
W
C
C
T
T
WOODS48"WW W/1SBW
15' BSTGR 12' GR16' GR18' GR8' SOIL20
.00'REF. PB 74 PG 7320' ACCESS AND UTILITY EASEMENT15.00'REF.
PB 74 PG 7315'
ACCESS EASEMENTREF. PB 179 PG 10020' UTI
LI
TY EASEMENT15.00'REF. PB 74 PG 7315' ACCESS EASEMENTWOODS
HW
CONC
GATE
MTL
BM1
WOODS
BRUSH
WOODS
WOODS
PAVERS
CONC
RAP
RIP
RAP
RIP
WOODS
WOODSPROJ. 6.492412
REF. NCDOT
PDE
WOODS
RAP
RIP
RAP
RIP
GATE
MTL
GATE
MTL
15" RCPW/1SBW48"WW
S
W/ 4SE48" WDPROJ. 6.492412
REF. NCDOT
PDE
PROJ. 6.492412
REF. NCDOT
PDE
W/ 4SE48" WDTERESA G. BIGGERSTAFF
DANIEL S. BIGGERSTAFF
MARY S. HODGIN BENJAMIN C. RUCH
DIANA ESPITIA
CINDY LUPO
KYLE LUPO
CINDY LUPO
KYLE LUPO
SANDRA LARUE
BOBBIE LARUE
CONC
WENDY G. LARUE REEDY FORKREEDY FORK
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.131 - GUILFORD 85
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
4
-L-
PI = 13+00.00
EL = 850.25'
VC = 120'
PI = 14+80.00
EL = 840.81'
VC = 160'
K = 26
(STRUCTURE PAY ITEM)
EXCAVATION = 145 CY
BEGIN GRADE
STA. 11+00.00
BEGIN PROJECT
STA. 11+50.00
EL = 859.71'
EXIST
TO
MILL
STA. 20+00.00
END PROJECT
EXIST
TO
MILL
END GRADE
STA. 19+50.00
EL = 859.95'(-)6.3067%(-)5.2444%
(+)0.9020%
(+)7.8848%
(+)6.5333%
K = 113
PI = 17+25.00
VC = 190'
K = 27
PI = 18+90.00
EL = 856.03'
VC = 120'
K = 89
EL = 843.02'
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
= 1,700
= 25
= 836.5
= 2,300
= 100
= 837.2
6,600
= 500+
= 842.0
= 1/18/2019
= 828.8
(
-
) 6.6009%
(-
) 7.1167%
(-) 10.0381%(-) 1.9652%ELEV. = 862.06'-L- STA. 11+00BEGIN SP DITCH LTELEV. = 861.08'-L- STA. 11+00BEGIN SP DITCH RTELEV. = 844.00'-L- STA. 13+40END SP DITCH RTELEV. = 829.00'-L- STA. 15+90END SP DITCH RTELEV. = 857.24'-L- STA. 19+67END SP DITCH RTELEV. = 841.80'-L- STA. 13+70BEGIN SP DITCH RTELEV. = 841.50'-L- STA. 17+30BEGIN SP DITCH RTELEV. = 831.26'-L- STA. 14+75PI SP DITCH RTELEV. = 848.00'-L- STA. 13+13END SP DITCH LTL
GP ELEV. = 841.9'
W/4' DEEP CAPS
1 SPAN: 1@85', SKEW 90
33" BOX BEAM
BRIDGE C STA. 15+97.5 -L-
BRIDGE
EXISTING
REMOVE
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
ELEV=832.50'
EXCAVATE TO
DATE:01-18-2019
ELEV.=828.80'
NORMAL WS
(+) 6.6414%
18" RCP
(TYP.)
3.5' KEY DEPTH
2
3
4
1
6
515+0020+00-L- POT Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.131
-L- POT Sta. 20+00.00
END PROJECT 17BP.7.R.131NAD 83/ NA 2011
-L- PC Sta. 16+58.11
-L- PT Sta. 18+83.98
-L- POT Sta. 21+00.00
-L- PT Sta. 15+39.29
-L- PC Sta. 11+89.60
-L- POT Sta. 10+00.00
18" 18"
RETAIN
2GI
TB
REMOVE REMOVE
RETAIN
RETAIN 1.5:1( Not to Scale)
SPECIAL LATERAL 'V' DITCH
2:1D
-L- STA. 11+00 TO 13+13 LT
Min. D= 1.0 Ft.
DETAIL A
Ground
Natural
Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1-L- STA. 17+30 TO 19+67 RT
-L- STA. 11+00 TO 13+40 RT
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
DETAIL B
Type of Liner= PSRM
Ground
Natural Flatter3:1 or
Slope
Fill
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:
1
-L- STA. 13+70 TO 14+75 RT
DETAIL C
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= Cl B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
( Not to Scale)
TOE PROTECTION
d
-L- STA. 17+75 TO 19+50 LT
Fill Slope2:1 or Flatter
d= 1.0 Ft.
Type of Liner= PSRM
DETAIL E
Ground
Natural
PSRM
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
-L- STA. 14+75 TO 15+90 RT
DETAIL D
b= 5.0 Ft.
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
+10 RT
BEGIN SBG
2 ELBOWS
15" W/
EST. 80 SY GEOTEXTILE
EST. 35 TONS RIP RAP
SEE DETAIL C
LATERAL 'V' DITCH
EST. 155 SY PSRM
SEE DETAIL B
LATERAL 'V' DITCH
SEE DETAIL A
LATERAL 'V' DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
DITCH
EXIST
TIE TO
LIMITS
EXCAVATION
EST. 125 SY PSRM
SEE DETAIL B
LATERAL 'V' DITCH
DETAIL F
RIP RAP AT EMBANKMENT
( Not to Scale)
Grade
Ditch
GEOTEXTILE
Type of Liner= CL B Rip-Rap
1.5'
-L- STA. 16+72 TO 16+95 RT
EST. 30 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL F
RIP RAP AT EMBANKMENT
EST. 115 SY PSRM
SEE DETAIL E
TOE PROTECTION
(STRUCTURE PAY ITEM)
UP TO ELEV. 837.5' (TYP.)
CLASS II RIP RAP
+37+47+48+58EST. 130 CY DDE
EST. 110 SY GEOTEXTILE
EST. 40 TONS RIP RAP
SEE DETAIL D
LATERAL BASE DITCH
-L-
0
10050
100
SCALE: 1"= 100' HORIZ.
ENGLISH
SITE 1
PLAN VIEW
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_psh04_con.dgnMOTT MACDONALD 1/14/2021ON SHEET 4A
SEE ENLARGED AREA
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
SHEET 2 OF 7
BUFFER DRAWING
V10=3.3 fps
Q10=32 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
V10=1.9 fps
Q10=4.9 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
SHEET 3 OF 7
BUFFER DRAWING
F
C
F
F
F
F
F
F
F
F
F
C
C
C
C
C C
C
F
15" RCP 18" RCP
MTL
MTL
MTL
MTL
T
WOODS48"WW W/1SBW 8' SOILPAVERS
CONC
RAP
RIP15" RCPW/1SBW48"WW
S
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.131 - GUILFORD 85
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
Office of:
Prepared in the
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
18"
RETAIN
O
2GI
TB
REMOVE
1.5:1-L-
ENGLISH
NAD 83/ 95
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_psh04A.dgnMOTT MACDONALD 1/14/20210
3015
30
SCALE: 1"= 30' HORIZ.
4A
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
SHEET 4 OF 7
BUFFER DRAWING
15+00V10=3.3 fps
Q10=32 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
V10=1.9 fps
Q10=4.9 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
SITE 1
PLAN VIEW
ENLARGED
2 ELBOWS
15" W/
F
F
F
F
F
C C
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
PROJECT REFERENCE
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
17BP.7.R.131 - GUILFORD 85
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
Office of:
Prepared in the
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
825830830830830830830835835835
835835835
8358358408408408408408
4
0
15" RCP 18" RCP
MTL
MTL
MTL
MTL
T
WOODS48"WW W/1SBW 8' SOILEIP
PAVERS
CONC
RAP
RIP15" RCPW/1SBW48"WW
S
18"
RETAIN
O
2GI
TB
REMOVE
1.5:1-L-
ENGLISH
NAD 83/ 95
G:\370153_Central_DDC_2016\Proj\17BP.7.R.131\Hydraulics\PERMITS_Environmental\Drawings\400085_hyd_prm_buf_psh04A_con.dgnMOTT MACDONALD 1/14/20210
3015
30
SCALE: 1"= 30' HORIZ.
4A
(BRIDGE)
ALLOWABLE IMPACTS ZONE 1
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 2
(ROAD CROSSING)
ALLOWABLE IMPACTS ZONE 1
LEGEND
ZONE 1 (30')
RIPARIAN BUFFER
ZONE 2 (20')
RIPARIAN BUFFER
(BRIDGE)
ALLOWABLE IMPACTS ZONE 2
SHEET 5 OF 7
BUFFER DRAWING
15+00V10=3.3 fps
Q10=32 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
SITE 1
PLAN VIEW
ENLARGED
V10=1.9 fps
Q10=4.9 cfs
AT TOP OF BANK
EXISTING DITCH ENDS
2 ELBOWS
15" W/
F
F
F
F
F
C C
Site Station Structure
No.(From/To)Size / Type
1 -L- 15+27 to 16+72 33" BOX BEAM, 1 SPAN @ 85'X 5370 5370
X 561 561
X 2254 2254
X 199 199
5931 2453 8384 0 0 0 0 0
NOTES:
Revised 2018 Feb SHEET 6 OF 7
ALLOWABLE MITIGABLE
JANUARY 5, 2021
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
GUILFORD COUNTY
17BP.7.R.131
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- 15+37 TO 15+85 139 79
139 79
Revised 2018 Feb SHEET 7 OF 7
WETLANDS IN BUFFER IMPACTS SUMMARY
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JANUARY 14, 2021
GUILFORD COUNTY
17BP.7.R.131
WETLANDS IN BUFFERS
SITE
NO.STATION (FROM/TO)
TOTAL:
Rev. Jan 2009