HomeMy WebLinkAbout20210111 Ver 1_Steeplechase Permit Drawings_20210305Tippy Rd
Halsbrook Rd
Bened
ic
t Rd
B
rid
gehill Ct
Jupit
er D
r Solar PlSaturn DrVenus Dr
W Sheraton Park Rd
Harold Dr
Harold DrSiler RdNewman Davis Rd
Ken
tmere
Rd
W Steeple Chase Rd
W Steeple Chase Rd
Holyoke Rd
Woodbark Ln Quate DrSable LnRobalo RdBridgeway Dr
Galaxie DrChar-Mar Ct Greybark DrK ivett D r
Randleman RdE Sheraton Park Rd
Siler Rd
Sutton RdSutton RdOld Randl
eman RdOl
d Randl
eman RdRandleman RdBurnetts Chapel Rd
Davis Mill RdRandleman RdColtrane Mill RdColtrane Mill Rd Gr
eywood Dr Greywood DrStoney Hill Cir
Cheek RdRusti
cwood CtRusswood DrBurning Bush Dr
Hickory Nut Ct
Spur Rd
Spur Rd
Davis Mill RdDavis Mill Rd
E Steeple Chase Rd
E Steeple Chase RdDavis Mill Rd1103
3433
3439
1261
1262
1260
4020
1131
4006
1238
3504
3673
1106 1106
1280
1130
3482
3594
3597
3636
3634
3635
3426
1105
1105
3581
3611
3430
3454
3488
1251
1107
1007
1007
1252 1110
4007
3447
1105
4008
4031
3670
Ct FernGolden Dr
Bush
Burning
1104
1104
1104
3433 De
h
a
v
e
n Rd
Old Ra
n
dle
ma
n RdOld Randleman RdFriendly Farms Rd73
220
73
220
12+37.01
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:$$$$USERNAME$$$$DIVISION 7
OFF-SITE DETOUR
DEPART
ME
NT
OF TRANSPORTATIONSTATE OF NORT
H CAR
O
L
I
NATYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
SIGNATURE:
P.E.
SIGNATURE:
P.E.CONTRACT: TIM JORDAN, PE
PROJECT ENGINEER
HYDRAULICS ENGINEER
PROGRAM MANAGER
DIVISION BRIDGE
TIM POWERS, PE
HYDRAULICS ENGINEER
ROADWAY DESIGN ENGINEER PLANS PREPARED BY:
90% PLANS
TIP PROJECT: 17BP.7.R.12817BP.7.R.128
DIVISION OF HIGHWAYS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
GUILFORD COUNTY
ELENI M. RIGGS, PE
LOCATION: BRIDGE NO. 25 OVER POLE CAT CREEK ON SR 1105 (EAST STEEPLE CHASE ROAD)
V = 45 MPH
ADT 2025 = 1500
ADT 2015 = 750
LOCAL
SUB REGIONAL TIER
TOTAL LENGTH TIP PROJECT = 0.149 MILES
LENGTH STRUCTURE TIP PROJECT = 0.020 MILES
LENGTH ROADWAY TIP PROJECT = 0.129 MILES
2018 STANDARD SPECIFICATIONS
Prepared in the Office of Mott MacDonald for
www.mottmac.com
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
7621 Purfoy Road, Suite 115
TO DAVIS MILL RD
SR 1007RANDLEMAN RDLIMITS
PROJECT
17BP.7.R.128
-L- POT Sta. 18+00.00
END CONSTRUCTION
TO I-73
SR 1105
-L-CRE
E
KP
OL
E CAT
-L- Sta. 12+72.70
BEGIN BRIDGE
-L- Sta. 12+62.00
BEGIN APPROACH SLAB
-L- Sta. 13+80.30
END BRIDGE
-L- Sta. 13+91.00
END APPROACH SLAB
-L- POT Sta. 10+12.02
BEGIN PROJECT 17BP.7.R.128
ENGLISH
WETLAND AND SURFACE WATER IMPACTS PERMIT
$FILEL$$(USERNAME)$$DATE$SHEET 1 OF 6
PERMIT DRAWING
NAD 83/NA 2011
12" CMPEIP
EIP
ON ROCK
CHISELED 'X'
48" 4SBW
EIP
T
T
T
T
T
T
HH
T
vvvvvvvv15" RCP15" RCP
8'
G
R
72"CHL 3SBW
2SFD
S S
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
1SFD
10'BSTSR 1105 E STEEPLECHASE RD TO WILLOW WIND DRPOLECAT CREEKGARAGE
SR 1007 RANDLEMAN RDSR 1105 W STEEPLECHASE RD
S
S
1SFD
CA RPORT9' GR
1SFD
1SFD 1SBKDGRAVEL
WOODS
EXISTING R/W
EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EIP
T
T
T
HH
TT
T
TT
T
T
T
T
T
15" RCP
12" RCP
15" RCP
15" RCP EIP
JEFFREY ALAN PRITCHARD
ROBERT HECTOR
FORANT, SR
40'x40'
BELLSOUTH
EASEMENT
DB 4971
PG 1988-1991
DIANNE AND
JAMES MARLEY
CLARENCE JERNIGAN BOBBY GLEN ATKINS ESTATE28' BSTUNKNOWN
DESTINATION
BRYAN QUINN TREXLER
IRREVOCABLE TRUST AGREEMENT
PATRICIA MOORE, TRUSTEE
DONNA LYNN JENNINGS
(EIP-R/W)
0.16'
WOODS
BRYAN QUINN TREXLER
IRREVOCABLE TRUST AGREEMENT
PATRICIA MOORE, TRUSTEE
19' BST
WOODS
BOBBY GLEN ATKINS
ESTATE
WOODS
POLE
UTILITY
FALLEN
ELEC BOX15" RETAINRETAINRETAIN
15"
REMOVE
REMOVE
REMOVE
RETAIN
RETAIN
(APPROX
. LOCATION)
15" RCP
REMOVE
15"
15"
TB 2GI
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
-L- STA. 13+75 TO 16+50 RT
-L- STA. 13+50 TO 15+34 LT
b= 5.0 Ft.
Min. D= 1.0 Ft.
DETAIL B
Ground
Natural
Slope
Fill
-L- STA. 11+50 TO 12+25 LT
Fill Slope2:1 or Flatter
b= 5.0 Ft.
d= 1.0 Ft.
Type of Liner= CL I Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST. 80 CY DDE
SEE DETAIL B
LATERAL V DITCH
EST. 70 CY DDE
SEE DETAIL B
LATERAL V DITCH
( Not to Scale)
SPECIAL CUT DITCH
D
dFlatter2:1
or
DETAIL C
Type of Liner= PSRM
Ground
Natural Flatter3:1 or
Slope
Fill
-L- STA. 16+50 TO 18+00 RT
-L- STA. 15+34 TO 18+00 LT
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
EST. 140 SY PSRM
SEE DETAIL C
SPECIAL CUT DITCH
EST. 65 SY PSRM
SEE DETAIL C
SPECIAL CUT DITCH
EST. 65 SY GEOTEXTILE
EST. 50 TONS RIP RAP
SEE DETAIL E
TOE PROTECTION
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 30 CY DDE
SEE DETAIL A
STANDARD V DITCH
+98 LT
BEGIN SBG
2 ELBOWS
15" W/
( Not to Scale)
RIP RAP BANK STABILIZATION
-L- STA. 13+54 TO 13+89 RT
-L- STA. 13+06 TO 13+27 LT
-L- STA. 12+25 TO 12+70 LT
DETAIL D
Grade
Ditch
2.0'
GEOTEXTILE
Type of Liner= CL II Rip-Rap
10'min.
1.0'min.2:
1 2:1
D
( Not to Scale)
STANDARD 'V' DITCH
-L- STA. 13+15 TO 13+50 LT
Min. D= 1.0 Ft.
DETAIL A
Ground
Natural
Ground
Natural
EST. 35 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL D
BANK STABILIZATION
EST. 70 SY GEOTEXTILE
EST. 40 TONS RIP RAP
SEE DETAIL D
BANK STABILIZATION
EST. 95 SY GEOTEXTILE
EST. 55 TONS RIP RAP
SEE DETAIL D
BANK STABILIZATION 15+00-L- POT Sta. 10+12.02
BEGIN PROJECT 17BP.7.R.128
-L- POT Sta. 10+00.00
-L- Sta. 12+62.00
BEGIN APPROACH SLAB
-L- Sta. 12+72.70
BEGIN BRIDGE NAD 83/ NA 2011-L- Sta. 13+91.00
END APPROACH SLAB
-L- PC Sta. 14+69.22
-L- PT Sta. 16+59.03
-L- Sta. 13+80.30
END BRIDGE
-L- POT Sta. 18+00.00
END PROJECT 17BP.7.R.128
12+37.01
1
2
1
3
3
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$USERNAME$$$$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.128 - GUILFORD 25
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
10 11 12 13 14 15 16 17 18
710
720
730
740
750
760
770
(
-
)6.9522%
(-)10.0000%(
-
)3
.5524%
(+)7.5511%
END GRADE
STA. 17+50.00
EL = 755.18'
STA. 18+00.00
END PROJECT
EXIST
TO
MILL
-L-
PI = 15+25.00
EL = 738.19'
VC = 290'
K = 26
PI = 12+10.00
EL = 749.38'
VC = 170'
K = 26
STA. 10+12.02
BEGIN PROJECT
PI = 10+30.00
EL = 767.38'
K = 10
VC = 30'
(SEE DETAIL SHEET 2A-1)
AT TIE (40')
MILLING REQUIRED
710
720
730
740
750
760
770
EL = 768.63'ELEV. = 728.09'-L- STA. 13+15BEGIN SP DITCH LTELEV. = 756.36'-L- STA. 18+00END SP DITCH LTELEV. = 739.90'-L- STA. 16+00PI SP DITCH LT(+) 4.1439%
(+) 8.2300%ELEV. = 734.32'-L- STA. 15+00PI SP DITCH RTELEV. = 744.09'-L- STA. 16+50PI SP DITCH RTELEV. = 757.96'-L- STA. 18+00END SP DITCH RT(+) 3.0560%
(+) 6.5133%
(+) 9.2467%
BRIDGE
EXISTING
REMOVE
GP ELEV. = 745.2'
W/4' DEEP CAPS
1 SPAN: 1@105', SKEW 60
39" BOX BEAM
BRIDGE C STA. 13+26.5 -L-
(TYP.)
3.5' KEY DEPTH
ELEV=330.0'
EXCAVATE TO
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
DATE: 01-03-2019
ELEV.=728.1'
NORMAL WS
(SLOPE 1.5:1)
W/CLASS II RIP RAP
BANK STABILIZATION
ELEV. = 730.50'
-L- STA. 13+75
BEGIN SP DITCH RT
(STRUCTURE PAY ITEM)
EXCAVATION = 375 CY
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 500+
= 25
= 1,800
= 737.5
= 2,635
= 100
= 739.2
= 4,500
= 742.3
= 01/03/2019
= 728.1
L
TS
TS
S
S
S
S
S
S
4
-L-
SITE 1
PLAN VIEW
ON SHEET 4A
SEE ENLARGED AREA
0
10050
100
SCALE: 1"= 100' HORIZ.
LEGEND
ENGLISH
G:\370153_Central_DDC_2016\Proj\17BP.7.R.128\Hydraulics\PERMITS_Environmental\Drawings\B4956_hyd_prm_psh04.dgnHDR ENGINEERING, INC.1/14/2021TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S IMPACTS IN SURFACE WATER
DENOTES PERMANENT
SHEET 2 OF 6
PERMIT DRAWING
EXCAVATION LIMITS
EXCAVATION LIMITS
F
F
F
F
F
F
F
F
F
C
F
C
C
C1.5:1
730730730730730730
730
7307
3
07307307
3
5
735
735 7357357357 3 5
73573573573573573573
5735735735
740
7
4
0
7407407407
4
0740 740740740740740740740740740740745745745745745745745745745 74574574
5745745745
7
4
5
745
7
4
5
745
7507507507507507507507507 5 0750 750750750750750750750750
755755755755755755
7557557557557557557
5
5
755755
755
755755755 760760760760760760760760 760760760760
760760760760765
765765765765765765765765765765765765765765765765765765
770
7707
7
0
7
7
07707
7
0770 7707707707707707707707707707707707707707757757757757757757757757757757757757
7
5
775
775
775780780780780780780
78078078078078
0
780780780780785785785785
785785
785 7857857
85785790790790790790
790 790790795
795795795 12" CMPEIP
EIP
ON ROCK
CHISELED 'X'
48" 4SBW
EIP
T
T
T
T
T
T
HH
T
vvvvvvvv15" RCP15" RCP
8'
G
R
72"CHL 3SBW
2SFD
S S
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
1SFD
10'BSTSR 1105 E STEEPLECHASE RD TO WILLOW WIND DRPOLECAT CREEKGARAGE
SR 1007 RANDLEMAN RDSR 1105 W STEEPLECHASE RD
S
S
1SFD
CA RPORT9' GR
1SFD
1SFD 1SBKDGRAVEL
WOODS
EXISTING R/W
EXISTING R/W EXISTING R/WEXISTING R/WEXISTING R/W
EXISTING R/W
EIP
T
T
T
HH
TT
T
TT
T
T
T
T
T
15" RCP
12" RCP
15" RCP
15" RCP EIP
JEFFREY ALAN PRITCHARD
ROBERT HECTOR
FORANT, SR
40'x40'
BELLSOUTH
EASEMENT
DB 4971
PG 1988-1991
DIANNE AND
JAMES MARLEY
CLARENCE JERNIGAN BOBBY GLEN ATKINS ESTATE28' BSTUNKNOWN
DESTINATION
BRYAN QUINN TREXLER
IRREVOCABLE TRUST AGREEMENT
PATRICIA MOORE, TRUSTEE
DONNA LYNN JENNINGS
(EIP-R/W)
0.16'
WOODS
BRYAN QUINN TREXLER
IRREVOCABLE TRUST AGREEMENT
PATRICIA MOORE, TRUSTEE
19' BST
WOODS
BOBBY GLEN ATKINS
ESTATE
WOODS
POLE
UTILITY
FALLEN
ELEC BOX15" RETAINRETAINRETAIN
15"
REMOVE
REMOVE
REMOVE
RETAIN
RETAIN
(APPROX
. LOCATION)
15" RCP
REMOVE
15"
15"
TB 2GI
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
-L- STA. 13+75 TO 16+50 RT
-L- STA. 13+50 TO 15+34 LT
b= 5.0 Ft.
Min. D= 1.0 Ft.
DETAIL B
Ground
Natural
Slope
Fill
-L- STA. 11+50 TO 12+25 LT
Fill Slope2:1 or Flatter
b= 5.0 Ft.
d= 1.0 Ft.
Type of Liner= CL I Rip-Rap
b
DETAIL E
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
EST. 80 CY DDE
SEE DETAIL B
LATERAL V DITCH
EST. 70 CY DDE
SEE DETAIL B
LATERAL V DITCH
( Not to Scale)
SPECIAL CUT DITCH
D
dFlatter2:1
or
DETAIL C
Type of Liner= PSRM
Ground
Natural Flatter3:1 or
Slope
Fill
-L- STA. 16+50 TO 18+00 RT
-L- STA. 15+34 TO 18+00 LT
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
EST. 140 SY PSRM
SEE DETAIL C
SPECIAL CUT DITCH
EST. 65 SY PSRM
SEE DETAIL C
SPECIAL CUT DITCH
EST. 65 SY GEOTEXTILE
EST. 50 TONS RIP RAP
SEE DETAIL E
TOE PROTECTION
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
EST. 30 CY DDE
SEE DETAIL A
STANDARD V DITCH
+98 LT
BEGIN SBG
2 ELBOWS
15" W/
( Not to Scale)
RIP RAP BANK STABILIZATION
-L- STA. 13+54 TO 13+89 RT
-L- STA. 13+06 TO 13+27 LT
-L- STA. 12+25 TO 12+70 LT
DETAIL D
Grade
Ditch
2.0'
GEOTEXTILE
Type of Liner= CL II Rip-Rap
10'min.
1.0'min.2:
1 2:1
D
( Not to Scale)
STANDARD 'V' DITCH
-L- STA. 13+15 TO 13+50 LT
Min. D= 1.0 Ft.
DETAIL A
Ground
Natural
Ground
Natural
EST. 35 SY GEOTEXTILE
EST. 20 TONS RIP RAP
SEE DETAIL D
BANK STABILIZATION
EST. 70 SY GEOTEXTILE
EST. 40 TONS RIP RAP
SEE DETAIL D
BANK STABILIZATION
EST. 95 SY GEOTEXTILE
EST. 55 TONS RIP RAP
SEE DETAIL D
BANK STABILIZATION 15+00-L- POT Sta. 10+12.02
BEGIN PROJECT 17BP.7.R.128
-L- POT Sta. 10+00.00
-L- Sta. 12+62.00
BEGIN APPROACH SLAB
-L- Sta. 12+72.70
BEGIN BRIDGE NAD 83/ NA 2011-L- Sta. 13+91.00
END APPROACH SLAB
-L- PC Sta. 14+69.22
-L- PT Sta. 16+59.03
-L- Sta. 13+80.30
END BRIDGE
-L- POT Sta. 18+00.00
END PROJECT 17BP.7.R.128
12+37.01
1
2
1
3
3
SHEET NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$USERNAME$$$$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.128 - GUILFORD 25
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com/americas
10 11 12 13 14 15 16 17 18
710
720
730
740
750
760
770
(
-
)6.9522%
(-)10.0000%(
-
)3
.5524%
(+)7.5511%
END GRADE
STA. 17+50.00
EL = 755.18'
STA. 18+00.00
END PROJECT
EXIST
TO
MILL
-L-
PI = 15+25.00
EL = 738.19'
VC = 290'
K = 26
PI = 12+10.00
EL = 749.38'
VC = 170'
K = 26
STA. 10+12.02
BEGIN PROJECT
PI = 10+30.00
EL = 767.38'
K = 10
VC = 30'
(SEE DETAIL SHEET 2A-1)
AT TIE (40')
MILLING REQUIRED
710
720
730
740
750
760
770
EL = 768.63'ELEV. = 728.09'-L- STA. 13+15BEGIN SP DITCH LTELEV. = 756.36'-L- STA. 18+00END SP DITCH LTELEV. = 739.90'-L- STA. 16+00PI SP DITCH LT(+) 4.1439%
(+) 8.2300%ELEV. = 734.32'-L- STA. 15+00PI SP DITCH RTELEV. = 744.09'-L- STA. 16+50PI SP DITCH RTELEV. = 757.96'-L- STA. 18+00END SP DITCH RT(+) 3.0560%
(+) 6.5133%
(+) 9.2467%
BRIDGE
EXISTING
REMOVE
GP ELEV. = 745.2'
W/4' DEEP CAPS
1 SPAN: 1@105', SKEW 60
39" BOX BEAM
BRIDGE C STA. 13+26.5 -L-
(TYP.)
3.5' KEY DEPTH
ELEV=330.0'
EXCAVATE TO
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
DATE: 01-03-2019
ELEV.=728.1'
NORMAL WS
(SLOPE 1.5:1)
W/CLASS II RIP RAP
BANK STABILIZATION
ELEV. = 730.50'
-L- STA. 13+75
BEGIN SP DITCH RT
(STRUCTURE PAY ITEM)
EXCAVATION = 375 CY
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
BRIDGE HYDRAULIC DATA
DATE OF SURVEY
W.S. ELEVATION
AT DATE OF SURVEY FT
= 500+
= 25
= 1,800
= 737.5
= 2,635
= 100
= 739.2
= 4,500
= 742.3
= 01/03/2019
= 728.1
L
TS
TS
S
S
S
S
S
S
4
-L-
SITE 1
PLAN VIEW
ON SHEET 4A
SEE ENLARGED AREA
0
10050
100
SCALE: 1"= 100' HORIZ.
LEGEND
ENGLISH
G:\370153_Central_DDC_2016\Proj\17BP.7.R.128\Hydraulics\PERMITS_Environmental\Drawings\B4956_hyd_prm_psh04_con.dgnHDR ENGINEERING, INC.1/14/2021TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S IMPACTS IN SURFACE WATER
DENOTES PERMANENT
SHEET 2 OF 6
PERMIT DRAWING
EXCAVATION LIMITS
EXCAVATION LIMITS
SHEET 3 OF 6
PERMIT DRAWING
F
F
F
F
F
F
F
F
F
C
F
C
C
C1.5:1
48" 4SBW
WOODS
WOODS
TB 2GI
12+37.01
TS
TS
S
S
S
S
S
S
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.128 - GUILFORD 25
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
ENGLISH
0
3015
30
SCALE: 1"= 30' HORIZ.
SITE 1
PLAN VIEW
ENLARGED
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S
LEGEND
SURFACE WATERIMPACTS IN
DENOTES PERMANENT G:\370153_Central_DDC_2016\Proj\17BP.7.R.128\Hydraulics\PERMITS_Environmental\Drawings\B4956_hyd_prm_psh04a.dgnHDR ENGINEERING, INC.1/14/2021NAD 83/ NA 201114+004A
POLECAT CREEK
-L-
SHEET 4 OF 6
PERMIT DRAWING
EXCAVATION LIMITS
EXCAVATION LIMITS
F
F
F
F
1.5:1
730730730
730
7307
3
5
735
735735735740740
74074575048" 4SBW
WOODS
WOODS
TB 2GI
12+37.01
TS
TS
S
S
S
S
S
S
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.128 - GUILFORD 25
7621 Purfoy Road, Suite 115
Fuquay-Varina, NC 27526
www.mottmac.com
ENGLISH
0
3015
30
SCALE: 1"= 30' HORIZ.
SITE 1
PLAN VIEW
ENLARGED
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
S S
LEGEND
SURFACE WATERIMPACTS IN
DENOTES PERMANENT G:\370153_Central_DDC_2016\Proj\17BP.7.R.128\Hydraulics\PERMITS_Environmental\Drawings\B4956_hyd_prm_psh04a_con.dgnHDR ENGINEERING, INC.1/14/2021NAD 83/ NA 201114+004A
POLECAT CREEK
SHEET 5 OF 6
PERMIT DRAWING
EXCAVATION LIMITS
EXCAVATION LIMITS
F
F
F
F
1.5:1
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- 12+62 TO 13+80 39" PCBB,< 0.01 30
BEAMS, 1@105'
1 -L- 12+60 TO 12+70 LT.BANK STABILIZATION < 0.01 10
1 -L- 13+54 TO 13+82 BANK STABILIZATION < 0.01 22
1 -L- 13+06 TO 13+24 LT.BANK STABILIZATION < 0.01 66
TOTALS*:0.01 < 0.01 98 30 0
*Rounded totals are sum of actual impacts
NOTES:
Revised 2018 Feb SHEET 6 OF 6
WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
GUILFORD COUNTY
17BP.7.R.128
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
JANUARY 14, 2021
Temporary Impacts are coincident with BANK STABILIZATION impacts.