HomeMy WebLinkAbout20201560 Ver 1_Meeting Request Review Doc Attachment_20201023(Version 2.08; Released April 2018)17BP.7.R.109TIP No.:SF-780166County(ies):Rockingham Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?YesDesign/Future: Year:2025Existing: Year:Aquatic T&E Species?NoComments:Yes N/ANoWetlands within Project Limits?NoneNoneSupplemental Classification: Low Residential, WoodedPawpaw Creek22-30-6-(2)0.50.208 milesProject DescriptionProposed ProjectRoanokeRiver Basin(s): City/Town:0.6Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nogcail@ncdot.govRaleigh, NC 27560Address:7/31/2018RockinghamStonevilleGalen Cail, PE1590 Mail Services UnitWBS Element:Bridge ReplacementWBS Element:Kyle StofferNCDOT Contact:(919) 707-6711555 Fayetteville Street, Suite 900Raleigh, NC 27601Contractor / Designer:(919) 900-1632HDR Engineering, Inc. of the CarolinasNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationSF-78016617BP.7.R.109Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)The North Carolina Department of Transportation (NCDOT) has proposed to replace Rockingham County Bridge #166 on Smith Road (SR 1360) over Pawpaw Creek. The existing structure is a single span bridge (1@40’4”) steel plank deck on I-Beams. The end bents are timber caps and piles. The proposed structure is a single span (1@80'), 33" box beam with 4' deep caps. This structure has been designed to have as little environmental, wetland, and surface water impacts as possible. 2:1 roadway fill slope will be used in the wetland areas to minimize wetland impacts. Permanent drainage easement (PDE) will be set to have as little wetland impacts as possible.To avoid direct discharge of bridge storm water into the receiving water, deck drains are not required for the proposed bridge. Storm water impacts to the stream have been minimized by utilizing grated inlets and pipes to collect bridge storm water and use rip rap outlet protection at 16+29 RT to dissipate energy and discharge into the 3’ base ditch with Class B Rip Rap. In the southwest quadrant a proposed V ditch with Class B Rip Rap transitions at 19+00 RT into the 3’ base ditch with Class B Rip Rap. The 3’ base ditch outlets onto rip rap at embankment to dissipate energy to provide a non-erosive outlet velocity to the stream. In the northwest quadrant an existing roadside ditch is transitioned at 11+50 RT to a V ditch with Class B Rip Rap. The flow is then conveyed to the left side of the road through a storm drain system to rip rap outlet protection at 12+10 LT to dissipate energy to provide a non-erosive outlet velocity. The sheet flow will flow 75’+/- tributary stream northeast of the project. Also in the northwest quadrant a typical roadside ditch transitions at 14+30 RT into a V ditch with Class B Rip Rap. The V ditch outlets onto rip rap at embankment to dissipate energy to provide a non-erosive outlet velocity to the stream. In the northeast quadrant there are no roadside ditches however there is an existing tributary stream will not be impacted from the project. In the southeast quadrant an existing roadside ditch transitions at 22+00 LT into a V ditch with Class B Rip Rap. The flow is turned out by the existing fill slope at 20+50 LT where it becomes diffused non-erosive sheet flow into a wooded area and flows 360’+\- before entering the stream. Due to the nature of low impact bridge replacement, the increases in stormwater discharges (post vs pre condition) are insignificant and the existing ditches do not need to be modified. Therefore, additional stormwater measures are not required.N/ABuffer Rules in Effect:None280Smith Road (SR 1360): 2 paved lanes (total 20' wide), 8' shoulder on left side (11' with guardrail), 4' shoulder on right side (7' with guardrail).Waterbody Information2009NCDWR Stream Index No.:NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SiteProject Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water Bodyac.Smith Road (SR 1360): 2 paved lanes (total 20' wide), 2' shoulder on each side.560kyle.stoffer@hdrinc.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?N/ADeck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the General Project Narrative)(If yes, provide justification in the General Project Narrative)
1385
13821360
1359
1356 1355
1352
1348
1350 1349
1376
1361
1362
1361
1396
1363
1406
1365
13441345
1346
1386
1348
1347
1351
1328
1326
1377
1376
1375
1360
1397
1392
1394
1367
1391
1397 N. & W. RY.1364
770
770
220%
220%
LIMITS
PROJECT
17BP.7.R.109
-L- POT Sta. 22+00.00
END PROJECT 17BP.7.R.109
-L- POC Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.109
SR 1382-Y-TO VIRGINIASR
13
6
0-L
-TO STONEVILLE
TO
V
IRG
IN
IA
STREAMDISAPPEARING
-L- Sta. 15+18.84
BEGIN BRIDGE
-L- Sta. 16+01.17
END BRIDGE
-L- Sta. 15+08.00
BEGIN APPROACH SLAB
-L- Sta. 16+12.00
END APPROACH SLAB
NAD 83/ NA 2011-Y- Sta. 11+00.00
END CONSTRUCTION
*DESIGN EXCEPTION:
MIN. HORIZONTAL CURVE RADIUS
HORIZONTAL SSD
VERTICAL SSD
SAG VERTICAL CURVE K
CREEKPAWPAW
STATE STATE PROJECT REFERENCE NO.
F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
DESIGN DATA PROJECT LENGTH
LETTING DATE:
STATE PROJECT NO.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
1
NCDOT CONTACT:
DIVISION 7
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.10917BP.7.R.109
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DAVID FUH, PE
LICENSE NO. F-0669
www.mottmac.com/americas
(919) 552-2254 (Fax)
(919) 552-2253
Fuquay-Varina, NC 27526
PO Box 700
ROCKINGHAM COUNTY
LOCATION: BRIDGE NO. 166 OVER PRONG PAW PAW CREEK ON SR 1360 (SMITH ROAD)
V = 45 MPH
ADT 2025 = 560
ADT 2009 = 280
LOCAL
SUB REGIONAL TIER
VICINITY MAP
(NOT TO SCALE)
TOTAL LENGTH TIP PROJECT = 0.208 MILES
LENGTH STRUCTURE TIP PROJECT = 0.016 MILES
LENGTH ROADWAY TIP PROJECT = 0.192 MILES
N.C.B.E.L.S. License Number: F-0116
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
HDR Engineering, Inc. of the Carolinas
Prepared in the Office of Mott MacDonald for
2018 STANDARD SPECIFICATIONS
ENGLISH
WETLAND AND SURFACE WATER IMPACTS PERMIT
J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_wet_tsh.dgnHDR ENGINEERING, INC.8/1/2018SITE 1 SITE 3
SHEET 1 OF 9
PERMIT DRAWING
SITE 2
OUTLET BROKEN
24" RCP
GOOD COND.
8' STONE HW
OUTFALL STABLE
EXISTING DITCH
EXISTING CHANNEL or BASE DITCH
Min. D =Ft.
Ft.0.5
7.0
dw =
B =
Natural
Ground
B
Natural
Ground
T =
Ft.
Ft.
Ddw
11.5
2
4.0'
1.5'
1.5'
EXISTING DITCH
STABLEOUTFALL
EXISTING DITCH
T
STABLE
OUTFALL
DITCH
DITCH
EXISTING
STABLEOUTFALL
EXISTING DITCH
60% SILTED
OUTLET-GOOD
EX. 24" RCP
30% SILTED
INLET-GOOD
EX. 24" RCP
OUTFALL STABLE
EXISTING DITCH
TT
T
TTWOODS
WOODS
WOODS GATE
MTL
WOODS
DILAPIDATED
4SBW
ROCK
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
RAP
RIP
RAP
RIP
WOODS
WOODS
24"
R
C
P
-EL--EL--EY-TO STONEVILLETO
V
IRG
IN
IA
TO VIRGINIAVAR. S
OI
L
18' B
ST
SM
IT
H
R
D. S
R 136020' BSTQUARTER RD. SR 1382V
AR. GR
VAR. GR60.00'60.00'EXISTING R/WEXISTING R/WEX
IST
ING
R
/W
EXISTING R/WEXISTING R/W128"x83" C
MAP
60.00'
30.00'
12" CMP
EIP
REF. DB 946 PG 1543
UTILITY EASEMENT
30' ACCESS AND
EIP
JOE FRANK SMITH ESTATE
JOE FRANK SMITH ESTATE
NAIL
MAG
BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
MARY WALLACE REYNOLDS
ZACK EDWARD REYNOLDS
JAMES R. SMITH
NAIL
MAG
BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
EX
IST
ING
R
/W
24" RCP
STONE HW
8'
BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
HW
STONE
2'
HW
STONE
6'
PAW PAW CREEK
SHEET NO.$$$$USERNAME$$$$PROJECT REFERENCE
17BP.7.R.109 - ROCKINGHAM 166
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
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
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
PI Sta 10+75.10
L = 150.00'
T = 75.10'
R = 1,190.00'
PI Sta 12+31.32
L = 161.78'
T = 81.32'
R = 643.00'
PI Sta 14+71.02
L = 90.33'
T = 45.24'
R = 643.00'
PI Sta 19+07.54
L = 528.81'
T = 294.14'
R = 485.00'
-L- PC Sta. 10+00.00
-L- PCC Sta. 11+50.00
-Y- POT Sta. 11+75.00
-L- PT Sta. 13+11.78
-L- PT Sta. 15+16.11
-L- PC Sta. 16+13.40
-L- PT Sta. 21+42.2115+0020+00-L- POC Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.109
-L- POT Sta. 22+00.00
END PROJECT 17BP.7.R.109
-L-
-Y- POT Sta. 10+00.00
-L- PC Sta. 14+25.78
-Y- POT Sta. 11+00.00
END CONSTRUCTION
NAD 83/ NA 2011
2
4
VERTICAL SSD
SAG VERTICAL CURVE K
*DESIGN EXCEPTION:
MIN. HORIZONTAL CURVE RADIUS
HORIZONTAL SSD
15"RCP-IV 15" RETAIN
R
E
T
AI
N
RETAIN
2GI
EST. DDE = 355 CY
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
-L- STA. 14+50 TO 15+35 RT
Slope
Fill
Type of Liner= CL B Rip-Rap b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL B
Ground
Natural
Geotextile
24"( Not to Scale)
RIP RAP AT EMBANKMENT
-L- STA. 15+63 RT
-L- STA. 15+35 RT
DETAIL E
Grade
Ditch
2'
GEOTEXTILE
5'min.
1.0'min.
( Not to Scale)
Type of Liner= CLASS II RIP RAP
GEOTEXTILE (TYP)
2' (TYP)
BANK STABILIZATION
NWS
EXCAVATION (TYP)
DETAIL F
1.5:1 SLOPE (TYP)
-L- STA. 15+40
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
-L- STA. 15+63 TO 19+00 RT
DETAIL C
b= 5 Ft.
B= 3 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
2GI
TB
2GI
TB
( Not to Scale)
SPECIAL CUT DITCH
D
d 2:1 -L- STA. 20+55 TO 22+00 LT
-L- STA. 14+30.71 TO 14+50 RT
-L- STA. 11+50 TO 11+75 RT
DETAIL A
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1-L- STA. 19+00 TO 20+50 RT
DETAIL D
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CLASS B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
Type of Liner= CLASS II RIP RAP
E
E
EE
EE
E
TS
TS
TS
TS
TS
SHEET 2 OF 9
PERMIT DRAWING
ENGLISH
LEGEND
S S IMPACTS IN SURFACE WATER
DENOTES PERMANENT
0
10050
100
SCALE: 1"= 100' HORIZ.HDR ENGINEERING, INC.8/1/2018J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_wet_psh04.dgnPLAN VIEW
WETLAND AND SURFACE WATER IMPACTS PERMIT
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL INFF
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TS TS
(NON-EROSIVE)
V10= 2.0 fps
Q10= 12.2 cfs
(NON-EROSIVE)
V10= 1.8 fps
Q10= 1.8 cfs
IN WETLAND
DENOTES EXCAVATIONEE
AREA SHEET 4B
SEE ENLARGED(NON-EROSIVE)
V10= 0.8 fps
Q10= 0.4 cfs
AREA SHEET 4A
SEE ENLARGED
SITE 1
SITE 2
SITE 3
C
F
F
C
C
F
F
F
F
F
F
F
F
F
C
C
F
C
C
F
F
EXISTING CHANNEL
EXISTING BRIDGE
EMBANKMENT EXCAVATION DETAIL
FLOODPLAIN RIGHT
NATURAL GROUND
FOR LT & RT BENCH
BENCH WIDTH 8 FT.
MINIMUM FLOODPLAIN
+33 LT & RT
END SBG
EST. 15 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
EST. 11 SY GEOTEXTILE
EST. 3 TONS
CLASS B RIP RAP
COLLAR & EXTEND 8 LF
EXISTING 24" RCP
REMOVE HW & 4 LF
COLLAR & EXTEND 8 LF
EXISTING 24" RCP
REMOVE 4 LF
32 LF
PIPE CLEAN OUT
RETAIN 24" RCP
EST. 20 SY GEOTEXTILE
EST. 10 TONS RIP RAP
SEE DETAIL A
SPECIAL CUT DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
BASE DITCH
INTO LATERAL
TIE EXISTING STREAM
EST. 25 SY GEOTEXTILE
EST. 15 TONS RIP RAP
SEE DETAIL E
RIP RAP AT EMBANKMENT
EST. 10 CY DDE
EST. 30 SY GEOTEXTILE
EST. 25 TONS RIP RAP
SEE DETAIL F
BANK STABLIZATION
LIMITS
EXCAVATIONLIMITS
EXCAVATION
W/ELBOWS
15" CSP
EST. 15 SY GEOTEXTILE
EST. 10 TONS RIP RAP
SEE DETAIL A
SPECIAL CUT DITCH
EST. 135 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL D
SPECIAL LATERAL DITCH
ABUTMENTS
BRIDGE
EXISTING
REMOVE
EST. 15 SY GEOTEXTILE
EST. 10 TONS RIP RAP
SEE DETAIL E
RIP RAP AT EMBANKMENT
EST. 100 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL A
SPECIAL CUT DITCH
EST. 380 CY DDE
EST. 300 SY GEOTEXTILE
EST. 105 TONS RIP RAP
SEE DETAIL C
LATERAL BASE DITCH
EST. 40 CY DDE
EST. 60 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL B
LATERAL V DITCH
-L-
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
= 100
-Y-
10 11111213141516171819202122
650
660
670
680
690
700
710
720
710
650
660
670
680
690
700
720
650
710
660
670
680
690
700
720
650
710
660
670
680
690
700
720
PI = 13+60.00
EL = 679.11'
(-)
1
1.5
0
0
0
%(-)0.4795%
VC = 300'
K = 27
PI = 18+00.00
EL = 677.00'
(+)4.7185%
VC = 340'
K = 65
PI = 20+70.00
EL = 689.74'
(+)7.0000%
VC = 150'
K = 66
PI = 10+35.00
EL = 679.26'
BEGIN GRADE
STA. 11+00.00
BEGIN PROJECT
STA. 11+50.00
EL = 703.26'
EXIST
TO
BLEND
EXIST
TO
BLEND
END GRADE
STA. 21+50.00
EL = 695.34'
STA. 22+00.00
END PROJECT
EXIST
TO
BLEND
END GRADE
STA. 10+50.00
EL = 678.71'
STA. 11+00.00
END CONSTRUCTION
BEGIN GRADE
STA. 10+10.01
EL = 679.78'
VC = 30
K = 19
(-)2.0808%
(-)3
.6667%
= 1850
= 25
= 671.1
= 2665
= 671.9
= 8300
= 500+
= 678.6
= 11-9-2017
= 662.1
(STRUCTURE PAY ITEM)
EXCAVATION = 40 CY
(TYP.)
3.5' KEY DEPTH
(+)8.8966%
(-)10.1200%ELEV. = 701.13'
-L- STA. 11+50
BEGIN SP DITCH RT
ELEV. = 698.60'
-L- STA. 11+75
END SP DITCH RT GP ELEV. = 678.15'
W/4' DEEP CAPS
1 SPAN: 1@80', SKEW 105
33" BOX BEAM
BRIDGE C STA. 15+60.0 -L-L
ELEV. = 668.00'
-L- STA. 15+35
END SP DITCH RT
ELEV. = 663.30'
-L- STA. 15+63
BEGIN SP DITCH RT
DATE:11-09-2017
ELEV.=662.1'
NORMAL WS
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
(SLOPE 1.5:1)
W/CLASS II RIP RAP
BANK STABILIZATION
ELEV=666.8'
EXCAVATE TO
MUD SILLS
EXISTING
RETAIN
ELEV. = 696.31'
-L- STA. 22+00
END SP DITCH LT
ELEV. = 683.41'
-L- STA. 20+55
BEGIN SP DITCH LT
(+)9.8600%
(+)1.5781%
(+)5.4000%
ELEV. = 679.14'
-L- STA. 14+30.71
BEGIN SP DITCH RT (-)10.681
8
%ELEV. 667.04'-L- STA. 18+00PI SP DITCH RTELEV. 675.14'-L- STA. 19+50PI SP DITCH RTELEV. 685.00'-L- STA. 20+50END SP DITCH RT
6606656656
6
5
66566
5665665670670670670
670670670670
6706706706706706706706706706706
7
0
670670675675675675675
6 7 5
675675675675675
675
675675675
675
675675675
680680
680680
680
680680680680
680680680680680680685685685685685685
685685
685
685
6856
8
5
685
685690690
690690690
690690690690690690690
6
9
0 690695695695695695 6956956956
9
5
6957007007007007007007007007007
0
0700700700700
705705705705705705705
705705
705705705705705710710710
7107
1
0
710710710710710710710710 71
5715
715715715715715715715715 715720720720720720720
7207257257257257257257307307307307307307357357357357407407407407457457507557557557607607
6
5
7657
7
0
OUTLET BROKEN
24" RCP
GOOD COND.
8' STONE HW
OUTFALL STABLE
EXISTING DITCH
EXISTING CHANNEL or BASE DITCH
Min. D =Ft.
Ft.0.5
7.0
dw =
B =
Natural
Ground
B
Natural
Ground
T =
Ft.
Ft.
Ddw
11.5
2
4.0'
1.5'
1.5'
EXISTING DITCH
STABLEOUTFALL
EXISTING DITCH
T
STABLE
OUTFALL
DITCH
DITCH
EXISTING
STABLEOUTFALL
EXISTING DITCH
60% SILTED
OUTLET-GOOD
EX. 24" RCP
30% SILTED
INLET-GOOD
EX. 24" RCP
OUTFALL STABLE
EXISTING DITCH
TT
T
TTWOODS
WOODS
WOODS GATE
MTL
WOODS
DILAPIDATED
4SBW
ROCK
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
RAP
RIP
RAP
RIP
WOODS
WOODS
24"
R
C
P
-EL--EL--EY-TO STONEVILLETO
V
IRG
IN
IA
TO VIRGINIAVAR. S
OI
L
18' B
ST
SM
IT
H
R
D. S
R 136020' BSTQUARTER RD. SR 1382V
AR. GR
VAR. GR60.00'60.00'EXISTING R/WEXISTING R/WEX
IST
ING
R
/W
EXISTING R/WEXISTING R/W128"x83" C
MAP
60.00'
30.00'
12" CMP
EIP
REF. DB 946 PG 1543
UTILITY EASEMENT
30' ACCESS AND
EIP
JOE FRANK SMITH ESTATE
JOE FRANK SMITH ESTATE
NAIL
MAG
GPS 780166-1 BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
MARY WALLACE REYNOLDS
ZACK EDWARD REYNOLDS
JAMES R. SMITH
NAIL
MAG
BL-3
BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
EX
IST
ING
R
/W
24" RCP
STONE HW
8'
BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
HW
STONE
2'
HW
STONE
6'
PAW PAW CREEK
SHEET NO.$$$$USERNAME$$$$PROJECT REFERENCE
17BP.7.R.109 - ROCKINGHAM 166
SHEET 3 OF 9
PERMIT DRAWING
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
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
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com/americas
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
PI Sta 10+75.10
L = 150.00'
T = 75.10'
R = 1,190.00'
PI Sta 12+31.32
L = 161.78'
T = 81.32'
R = 643.00'
PI Sta 14+71.02
L = 90.33'
T = 45.24'
R = 643.00'
PI Sta 19+07.54
L = 528.81'
T = 294.14'
R = 485.00'
-L- PC Sta. 10+00.00
-L- PCC Sta. 11+50.00
-Y- POT Sta. 11+75.00
-L- PT Sta. 13+11.78
-L- PT Sta. 15+16.11
-L- PC Sta. 16+13.40
-L- PT Sta. 21+42.2115+0020+00-L- POC Sta. 11+00.00
BEGIN PROJECT 17BP.7.R.109
-L- POT Sta. 22+00.00
END PROJECT 17BP.7.R.109
-L-
-Y- POT Sta. 10+00.00
-L- PC Sta. 14+25.78
-Y- POT Sta. 11+00.00
END CONSTRUCTION
-L--Y-NAD 83/ NA 2011
2
4
VERTICAL SSD
SAG VERTICAL CURVE K
*DESIGN EXCEPTION:
MIN. HORIZONTAL CURVE RADIUS
HORIZONTAL SSD
15"RCP-IV 15" RETAIN
R
E
T
AI
N
RETAIN
2GI
EST. DDE = 355 CY
LATERAL 'V' DITCH
( Not to Scale)
2:1 2:1
D
b
d
1"/Ft.
-L- STA. 14+50 TO 15+35 RT
Slope
Fill
Type of Liner= CL B Rip-Rap b= 5 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
DETAIL B
Ground
Natural
Geotextile
24"( Not to Scale)
RIP RAP AT EMBANKMENT
-L- STA. 15+63 RT
-L- STA. 15+35 RT
DETAIL E
Grade
Ditch
2'
GEOTEXTILE
5'min.
1.0'min.
( Not to Scale)
Type of Liner= CLASS II RIP RAP
GEOTEXTILE (TYP)
2' (TYP)
BANK STABILIZATION
NWS
EXCAVATION (TYP)
DETAIL F
1.5:1 SLOPE (TYP)
-L- STA. 15+40
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
-L- STA. 15+63 TO 19+00 RT
DETAIL C
b= 5 Ft.
B= 3 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
2GI
TB
2GI
TB
( Not to Scale)
SPECIAL CUT DITCH
D
d 2:1 -L- STA. 20+55 TO 22+00 LT
-L- STA. 14+30.71 TO 14+50 RT
-L- STA. 11+50 TO 11+75 RT
DETAIL A
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CL B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
D
d 2:1-L- STA. 19+00 TO 20+50 RT
DETAIL D
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= CLASS B Rip-Rap
Slope
Fill
Flatter3:1 or
Ground
Natural
Geotextile
Type of Liner= CLASS II RIP RAP
E
E
EE
EE
E
TS
TS
TS
TS
TS
SHEET 2 OF 9
PERMIT DRAWING
ENGLISH
LEGEND
S S IMPACTS IN SURFACE WATER
DENOTES PERMANENT
0
10050
100
SCALE: 1"= 100' HORIZ.HDR ENGINEERING, INC.8/1/2018J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_wet_psh04_con.dgnPLAN VIEW
WETLAND AND SURFACE WATER IMPACTS PERMIT
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL INFF
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY TS TS
(NON-EROSIVE)
V10= 2.0 fps
Q10= 12.2 cfs
(NON-EROSIVE)
V10= 1.8 fps
Q10= 1.8 cfs
IN WETLAND
DENOTES EXCAVATIONEE
AREA SHEET 4B
SEE ENLARGED(NON-EROSIVE)
V10= 0.8 fps
Q10= 0.4 cfs
AREA SHEET 4A
SEE ENLARGED
SITE 1
SITE 2
SITE 3
C
F
F
C
C
F
F
F
F
F
F
F
F
F
C
C
F
C
C
F
F
EXISTING CHANNEL
EXISTING BRIDGE
EMBANKMENT EXCAVATION DETAIL
FLOODPLAIN RIGHT
NATURAL GROUND
FOR LT & RT BENCH
BENCH WIDTH 8 FT.
MINIMUM FLOODPLAIN
+33 LT & RT
END SBG
EST. 15 SY GEOTEXTILE
EST. 5 TONS
CLASS B RIP RAP
EST. 11 SY GEOTEXTILE
EST. 3 TONS
CLASS B RIP RAP
COLLAR & EXTEND 8 LF
EXISTING 24" RCP
REMOVE HW & 4 LF
COLLAR & EXTEND 8 LF
EXISTING 24" RCP
REMOVE 4 LF
32 LF
PIPE CLEAN OUT
RETAIN 24" RCP
EST. 20 SY GEOTEXTILE
EST. 10 TONS RIP RAP
SEE DETAIL A
SPECIAL CUT DITCH
EST. 7 SY GEOTEXTILE
EST. 2 TONS
CLASS B RIP RAP
BASE DITCH
INTO LATERAL
TIE EXISTING STREAM
EST. 25 SY GEOTEXTILE
EST. 15 TONS RIP RAP
SEE DETAIL E
RIP RAP AT EMBANKMENT
EST. 10 CY DDE
EST. 30 SY GEOTEXTILE
EST. 25 TONS RIP RAP
SEE DETAIL F
BANK STABLIZATION
LIMITS
EXCAVATIONLIMITS
EXCAVATION
W/ELBOWS
15" CSP
EST. 15 SY GEOTEXTILE
EST. 10 TONS RIP RAP
SEE DETAIL A
SPECIAL CUT DITCH
EST. 135 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL D
SPECIAL LATERAL DITCH
ABUTMENTS
BRIDGE
EXISTING
REMOVE
EST. 15 SY GEOTEXTILE
EST. 10 TONS RIP RAP
SEE DETAIL E
RIP RAP AT EMBANKMENT
EST. 100 SY GEOTEXTILE
EST. 45 TONS RIP RAP
SEE DETAIL A
SPECIAL CUT DITCH
EST. 380 CY DDE
EST. 300 SY GEOTEXTILE
EST. 105 TONS RIP RAP
SEE DETAIL C
LATERAL BASE DITCH
EST. 40 CY DDE
EST. 60 SY GEOTEXTILE
EST. 30 TONS RIP RAP
SEE DETAIL B
LATERAL V DITCH
-L-
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
= 100
-Y-
10 11111213141516171819202122
650
660
670
680
690
700
710
720
710
650
660
670
680
690
700
720
650
710
660
670
680
690
700
720
650
710
660
670
680
690
700
720
PI = 13+60.00
EL = 679.11'
(-)
1
1.5
0
0
0
%(-)0.4795%
VC = 300'
K = 27
PI = 18+00.00
EL = 677.00'
(+)4.7185%
VC = 340'
K = 65
PI = 20+70.00
EL = 689.74'
(+)7.0000%
VC = 150'
K = 66
PI = 10+35.00
EL = 679.26'
BEGIN GRADE
STA. 11+00.00
BEGIN PROJECT
STA. 11+50.00
EL = 703.26'
EXIST
TO
BLEND
EXIST
TO
BLEND
END GRADE
STA. 21+50.00
EL = 695.34'
STA. 22+00.00
END PROJECT
EXIST
TO
BLEND
END GRADE
STA. 10+50.00
EL = 678.71'
STA. 11+00.00
END CONSTRUCTION
BEGIN GRADE
STA. 10+10.01
EL = 679.78'
VC = 30
K = 19
(-)2.0808%
(-)3
.6667%
= 1850
= 25
= 671.1
= 2665
= 671.9
= 8300
= 500+
= 678.6
= 11-9-2017
= 662.1
(STRUCTURE PAY ITEM)
EXCAVATION = 40 CY
(TYP.)
3.5' KEY DEPTH
(+)8.8966%
(-)10.1200%ELEV. = 701.13'
-L- STA. 11+50
BEGIN SP DITCH RT
ELEV. = 698.60'
-L- STA. 11+75
END SP DITCH RT GP ELEV. = 678.15'
W/4' DEEP CAPS
1 SPAN: 1@80', SKEW 105
33" BOX BEAM
BRIDGE C STA. 15+60.0 -L-L
ELEV. = 668.00'
-L- STA. 15+35
END SP DITCH RT
ELEV. = 663.30'
-L- STA. 15+63
BEGIN SP DITCH RT
DATE:11-09-2017
ELEV.=662.1'
NORMAL WS
(STRUCTURE PAY ITEM)
(NORMAL TO CAP) (TYP.)
SLOPE 1.5:1 (2 FT. THICK)
CLASS II RIP RAP
(SLOPE 1.5:1)
W/CLASS II RIP RAP
BANK STABILIZATION
ELEV=666.8'
EXCAVATE TO
MUD SILLS
EXISTING
RETAIN
ELEV. = 696.31'
-L- STA. 22+00
END SP DITCH LT
ELEV. = 683.41'
-L- STA. 20+55
BEGIN SP DITCH LT
(+)9.8600%
(+)1.5781%
(+)5.4000%
ELEV. = 679.14'
-L- STA. 14+30.71
BEGIN SP DITCH RT (-)10.681
8
%ELEV. 667.04'-L- STA. 18+00PI SP DITCH RTELEV. 675.14'-L- STA. 19+50PI SP DITCH RTELEV. 685.00'-L- STA. 20+50END SP DITCH RT
TTDILAPIDATED
4SBW
WOODS
WOODS
-EL-
NAIL
MAG
BM1
NAIL
MAG
SHEET 4 OF 9
PERMIT DRAWING
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.
SITE 1
DETAIL SHEET FOR
J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_wet_psh04a.dgnHDR ENGINEERING, INC.8/1/201815+00-Y--L-
NAD 83/ NA 2011
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
TS TS
F F
STABLE
OUTFALL
DITCH
STABLEOUTFALL
EXISTING DITCH
EXISTING DITCH
4A
CREEKPAWPAW 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
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
17BP.7.R.109 - ROCKINGHAM 166
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
RCP-IV 15" 2GI
TB
2GI
TB
TS
TS
TS
TS
TS
C
F
F
F
LEGEND
(NON-EROSIVE)
V10= 1.8 fps
Q10= 1.8 cfs
(NON-EROSIVE)
V10= 0.8 fps
Q10= 0.4 cfs
(NON-EROSIVE)
V10= 2.0 fps
Q10= 12.2 cfs
6656656
6
5
665670670670670675675680680685STABLE
OUTFALL
DITCH TTDILAPIDATED
4SBW
WOODS
WOODS
-EL-
NAIL
MAG
BM1
NAIL
MAG
SHEET 5 OF 9
PERMIT DRAWING
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_wet_psh04a_con.dgnHDR ENGINEERING, INC.8/1/2018-L-
NAD 83/ NA 2011SHEET 4 OF 9
PERMIT DRAWING
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.
SITE 1
DETAIL SHEET FOR
J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_wet_psh04a_con.dgnHDR ENGINEERING, INC.8/1/201815+00-Y--L-
NAD 83/ NA 2011
LEGEND
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
TS TS
F F
STABLE
OUTFALL
DITCH
STABLEOUTFALL
EXISTING DITCH
EXISTING DITCH
(NON-EROSIVE)
V10= 1.8 fps
Q10= 1.8 cfs
(NON-EROSIVE)
V10= 0.8 fps
Q10= 0.4 cfs
(NON-EROSIVE)
V10= 2.0 fps
Q10= 12.2 cfs
4A
CREEKPAWPAW 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
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
17BP.7.R.109 - ROCKINGHAM 166
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
RCP-IV 15" 2GI
TB
2GI
TB
TS
TS
TS
TS
TS
C
F
F
F
WOODS
WOODS
WOODS
WOODS
18'
B
STSM
IT
H
R
D
. SR
1360BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
SHEET 6 OF 9
PERMIT DRAWING
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_wet_psh04b.dgnHDR ENGINEERING, INC.8/1/2018-L-
NAD 83/ NA 2011
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
TS TS
F F
SITE 2 AND 3
DETAIL SHEET FOR 20+00SITE 2
SITE 3
4B
OUTFALL STABLE
EXISTING DITCH
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
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
17BP.7.R.109 - ROCKINGHAM 166
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
48.90'
+15RCP-IV 15" 2GI
TB
2GI
TB
E
E
EE
EE
E
WETLAND AND SURFACE WATER IMPACTS PERMIT
F
C
F
LEGEND
670670
670670670
6706
7
0
670670 675675675675
675
675
680
680680
WOODS
WOODS
WOODS
WOODS
18'
B
STSM
IT
H
R
D
. SR
1360BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
BL-3
BEULAH C. WATKINS, ETAL
GRACIE C. MARTIN ESTATE
SHEET 7 OF 9
PERMIT DRAWING
SHEET 6 OF 9
PERMIT DRAWING
ENGLISH
0
4020
40
SCALE: 1"= 40' HORIZ.J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_wet_psh04b_con.dgnHDR ENGINEERING, INC.8/1/2018-L-
NAD 83/ NA 2011
IMPACTS IN SURFACE WATER
DENOTES PERMANENTSS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED
WETLAND
DENOTES FILL IN
TS TS
F F
SITE 2 AND 3
DETAIL SHEET FOR 20+00SITE 2
SITE 3
4B
OUTFALL STABLE
EXISTING DITCHRCP-IV 15" 2GI
TB
2GI
TB
E
E
EE
EE
E
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET NO.$$DATE$$HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$PROJECT REFERENCE
Office of:
Prepared in the
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
LICENSE NO. F-0669
MOTT MACDONALD I & E, LLC
PO Box 700
Fuquay-Varina, NC 27526
www.mottmac.com
17BP.7.R.109 - ROCKINGHAM 166
HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
LICENSE NO. F-0116
HDR ENGINEERING
F
C
F
LEGEND
SHEET NO.0 105 PROJECT REFERENCE
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
17BP.7.R.109 - ROCKINGHAM 166
678.45 EXIST. R/WEXIST. R/WEOPEOP0.060 0.060
2:1VAR.
2:1
675.14
671.51EXIST. R/WEXIST. R/WEOPEOP0.060 0.060
2:1VAR.
667.042:12:1
0 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150150
670 670
680 680
660 660
18+00.00
18+50.00
-L-
X-6
0 1010 2020 3030 4040 5050 6060 7070 8080 9090 100100 110110 120120 130130 140140 150
680 680
690 690
670 670
19+50.00
-L-
WETLAND
J:\Hydro\DDC\Rockingham_166\6.0_CAD_BIM\6.2_Work_In_Progress\Hydraulics\PERMITS_Environmental\Drawings\780166_hyd_prm_xsection.dgnHDR ENGINEERING, INC.8/1/2018SHEET 8 OF 9
PERMIT DRAWING
SITE 3
SITE 2
WETLAND
HandExisting 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 StreamNo. (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+43 to 15+46 1@80'; 33" BOX BEAM < 0.01 < 0.01 68 18 2 -L- 16+37 TO 18+18 0.02 < 0.01 < 0.01 3 -L- 18+29 TO 19+57 0.08 < 0.01 0.01 TOTALS*: 0.10 0.01 0.02 < 0.01 < 0.01 68 18*Rounded totals are sum of actual impactsNOTES:Revised September 2014 SHEET 9OF 9 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSROCKINGHAM COUNTYBRIDGE #16617BP.7.R.109NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSJuly 31, 2018