HomeMy WebLinkAbout20200962 Ver 1_SF-012273_Permit Drawings_20200715_20200727(Version 2.08; Released April 2018)DF15712.2002803TIP No.:SF-012273County(ies):Alexander Page 1 of 1TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2018Existing: Year:Aquatic T&E Species?Comments:No N/AN/AWetlands within Project Limits?NoneSupplemental Classification: Wooded, farmland, light residential developmentLower Little River11-69-(0.5)0.1308 ftProject DescriptionProposed ProjectCatawbaRiver Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nojlwyatt@ncdot.govAddress:7/15/2020AlexanderEllendaleJeff WyattShelby , 28151-0047WBS Element:Culvert ReplacementWBS Element:TGS Engineers (David B. Petty)NCDOT Contact:980-552-4219Suite 200Raleigh, NC 27603Contractor / Designer:919-773-8887 (Ext. 104)706 Hillsborough St.North Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:1710 E. Marion St. (US 74 Business)Address:General Project InformationSF-012273DF15712.2002803Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project involves the replacement of Culvert/Pipe #2273 (also referred to as E-0019) over UT to Lower Little River on Liledoun Rd in Alexander County, NC southeast of Ellendale. Proposed Bottomless 63' Length x 15'-0" Span x 7'-9" Rise Aluminum Structural Plate Single Radius Arch Culvert with aluminum headwalls and wingwalls on concrete footings to replace existing bottomless 65' length x 10’ span x 5’ rise structural plate arch on concrete footings with concrete headwalls. The existing concrete footings will be removed down to streambed/top of rock elevation. Stormwater runoff on the existing roadway disperses onto grassed shoulders and down roadway slopes to the stream. Grassed shoulders are to be widened from existing and will be substantially flat allowing for diffusion and infilatration of the roadway runoff. The proposed culvert crossing will have no direct discharge into the water. All stormwater runoff will be discharged at minimum practicable slopes, yielding minimum velocities. All proposed stormwater runoff is to be discharged as far away from the stream and at the lowest velocities as practicable.N/ABuffer Rules in Effect:N/AFish Community (Nar, AL, FW)2100Two 11' wide paved travel lanes w/ 2' paved shoulders and 7' grassed shoulders and grassed 2(H):1(V) side slopes.Waterbody Information2018NCDWR 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): Class CNCDWR Surface Water Classification for Water Bodyac.Two 10' wide paved travel lanes w/ 2' to 3' grassed shoulders and side slopes ranging from about 1.5(H):1(V) to 3(H):1(V).2100dpetty@tgsengineers.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)
VICINITY MAP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
7/14/2020X:\NCDOT\Div 12 2019 Emergency Culverts\Alexander Liledoun Rd\Hydraulics\PERMITS_Environmental\Drawings\SF-012273_Hyd_prm_tsh.dgnUser:kgrayCONTRACT:=ADT
CORP. LICENSE NO.: C-0275
PH (704) 476-0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
ARTP IONMEN
N AT
O
F TRA SPORTTESDTLINARIGHT OF WAY DATE:
LETTING DATE:AT AR
O
E CO O
HFNRT
P.E.
ENGINEER
ROADWAY DESIGN
SIGNATURE:
P.E.
SIGNATURE:
LOCATION
PROJECT
PE
R/W & UTIL.
CONST.
SUB REGIONAL TIER
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
4PROJECT:-L-
JIMMY L. TERRY, PE
TO THE LIMITS ESTABLISHED BY MODIFIED METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
AUSTIN R. TURNER, PE
DF15712.2002803
DF15712.2002803GRADING, DRAINAGE, PAVING, AND CULVERT
20 402010
40201020
8424
ALEXANDER COUNTY
ON SR 1110 (LILEDOUN ROAD)
21002018
TOTAL LENGTH PROJECT DF15712.2002803 E-0019
LENGTH ROADWAY PROJECT DF15712.2002803 E-0019
=0.06
=0.06
ENGINEER HYDRAULICS
OF TRANSPORTATION
NORTH CAROLINA DEPARTMENT
SHELBY, NC 28150
1710 E. MARION ST.
DIVISION 12
-
-
DF15712.2002803
BEGIN PROJECT
-L- STA. 11+00.00
DF15712.2002803
END PROJECT
-L- STA. 14+08.00
SR 1116TO MAYS LN
SR 1120SIPE RD
TO
LILEDOUN RD.
SR 1110
DF15712.2002803
DF15712.2002803
DF15712.2002803
1124
1124
1130
1124
1150
1264
1128
1221
1128
1131
1133 1132
1183 1609
1610
1608
1608
1607
1108
1111
1176
11191124
1126
1120
1124
1121
1307
1319
1343
1320
1318
1321
16051108
1409
1605
1605
1605
1606
1118
1188
1868
1875
1104
1411
16
16
16
16
64
64
64
N/A
N/A
N/A
LOCAL - RURAL
FUNC CLASS =
OFFSITE DETOUR
V = 40 MPH
UT TO LOWER LITTLE RIVER
UT TO LOWER LITTLE RIVER
CULVERT NO. 01 2273 (E-0019) OVER UT TO LOWER LITTLE RIVER
SITE 1
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 5
PERMIT DRAWING
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED FOR:PLANS PREPARED BY:
NCDOT CONTACT:
2018 STANDARD SPECIFICATIONS
STEVE RACKLEY, PE
NAD 83/ 2011
S
REVISIONS INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/997/15/2020X:\NCDOT\Div 12 2019 Emergency Culverts\Alexander Liledoun Rd\Hydraulics\PERMITS_Environmental\Drawings\SF-012273_Hyd_prm_psh.dgnUser:kgrayNAD 83
4 DF15712.2002803
1,024
1,028
1,032
1,036
1,040
1,044
1,048
1,052
11 12 13 1410
CORP. LICENSE NO.: C-0275
PH (704) 476-0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
1,020
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
CULVERT HYDRAULIC DATA
SQ. MI
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
= 1.75
FOOTINGS -L- Sta. 12+60.37
15'x7'9" ALUMINUM ARCH ON CONC.
= 25
= 840
= 1030.8
= 1330
= 1034.2
= 500+
= 1700
= 1041.2
PERMIT DRAWING
SHEET 2 OF 5
GRAPHIC SCALE
0'40'40'
WATER
IN SURFACE
IMPACT
TEMPORARY
WATER
SURFACE
IMPACT IN
SURFACE WATER
DENOTES IMPACTS IN
S SS
WATER
IMPACTS IN SURFACE
DENOTES TEMPORARY
TS TSTS
T
T
MAYS LN. (SR 1116)
0.08 MI TO
SIPE RD. (SR 1120)0.12 MI TO
SR 1110 (LILEDOUN RD.) 20' BST
BM#1
E0019-2
BL-3
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
WOODS
WOODS
WOODS
WOODS
WOODS
PK
REBAR
18" CMP
18' GR10' GRCONC 11'
GR1SBKDCONCSN 67°34'21" W69.81'N 45°20'59" W22.41'DB 605 PG 1124
MARCUS ALEXANDER BELCHER
DB 553 PG 832
LLOYD DWAYNE ROBERTS
DB 415 PG 2026
RICHARD L. WHITTINGTON
DB 475 PG 1406
AND LYDE S. REESE REVOCABLE TRUST
GEORGE W. REESE JR.
PB 13 PG 222
DB 526 PG 1265
DB 569 PG 1744
WADE F. KEEVER
N 53°29'32" W
3.28'60.00'60.00'
2 STR ELEC
10" RCP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
12' CONC WW
12' CONC WW
10' CONC HW
10' CONC HW
11' CONC WW
11' CONC WW
8", PVC
8", PVC8", DI
8", DI
8", PVCLITTLE RI
VER UT TO LOWER LITTLE RIVER UT TO LOWER PI = 12+40.00
EL = 1,038.50'(-)6.3542%(+)2.7034%
VC = 280'
ELEV. 1,043.05
-L- STA 14+08.00
END GRADE
ELEV. 1,047.40
-L- STA 11+00.00
BEGIN GRADE
DS = 25 MPH
K = 30
ROCK LINE
EL=1036.00
-L- STA 12+34 LT
END LATERAL 'V' DITCH
EL=1038.00
-L- STA 12+00 LT
BEGIN LATERAL 'V' DITCH (-) 5.9%
TO STREAMBED ELEVATION
REMOVE CONCRETE FOOTINGS DOWN
ELEV. 1,041.16
-L- STA 12+96.43
LOW POINT
GRADE
PROPOSED
EXISTING GRADE
ON CONC. FOOTINGS
PROPOSED 15'Wx7'9"H ALUMINUM ARCH
REMOVE EXISTING 10'Wx5'H CMP ARCH
F
F
F
F
F
F
F
F
F
F
F F
F
F
F10+00-L- STA 11+00.00
BEGIN PROJECT DF15712.2002803
-L- STA 14+08.00
END PROJECT DF15712.2002803
PI Sta 10+55.98 PI Sta 11+74.46 PI Sta 14+15.01
-L- CURVE DATA
DRIVE
PROP. ASPHALT
RETAIN
RETAIN
SEE DETAIL 4A
LATERAL 'V' DITCH
LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
b=2 Ft. Min.
Min. D=1.0 Ft.
DETAIL 4A
Ground
Natural
Slope
Fill
SEE PROFILE FOR DITCH GRADE
-L- STA. 12+00 TO 12+34 LT
(TO BE REMOVED TO STREAM BED)
EXISTING CONCRETE FOOTINGS
PROPOSED CONCRETE FOOTING (TYP.)
ALUMINUM ARCH
PROPOSED 63'Lx15'Wx7'9"H
CMP ARCH
65'Lx10'Wx5'H
REMOVE EXISTING
22 TONS
CLASS II RIPRAP
SEE DETAIL 4B
RIPRAP AT EMBANKMENT
( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL 4B
Grade
Ditch
2.0'
2'min.
Type of Liner= Class II Rip-Rap
-L- STA. 12+34 TO 12+53 LT
Length=8'
Keyed-in
Class II Rip-Rap
Existing Bank
S
1020
10251
0
2
5
1030
1030
1035
103510351035
104010401040 10401040104510
4
5
1045
105010501
0
5
0
1
0
5
5
1055
1060
REVISIONS INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/997/15/2020X:\NCDOT\Div 12 2019 Emergency Culverts\Alexander Liledoun Rd\Hydraulics\PERMITS_Environmental\Drawings\SF-012273_Hyd_prm_psh.dgnUser:kgrayNAD 83
4 DF15712.2002803
1,024
1,028
1,032
1,036
1,040
1,044
1,048
1,052
11 12 13 1410
CORP. LICENSE NO.: C-0275
PH (704) 476-0003
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
1,020
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
CULVERT HYDRAULIC DATA
SQ. MI
YRS
YRS
CFS
CFS
CFS
FT
FT
FT
= 1.75
FOOTINGS -L- Sta. 12+60.37
15'x7'9" ALUMINUM ARCH ON CONC.
= 25
= 840
= 1030.8
= 1330
= 1034.2
= 500+
= 1700
= 1041.2
PERMIT DRAWING
SHEET 3 OF 5
GRAPHIC SCALE
0'40'40'
WATER
IN SURFACE
IMPACT
TEMPORARY
WATER
SURFACE
IMPACT IN
SURFACE WATER
DENOTES IMPACTS IN
S SS
WATER
IMPACTS IN SURFACE
DENOTES TEMPORARY
TS TSTS
T
T
MAYS LN. (SR 1116)
0.08 MI TO
SIPE RD. (SR 1120)0.12 MI TO
SR 1110 (LILEDOUN RD.) 20' BST
BM#1
E0019-2
BL-3
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
WOODS
WOODS
WOODS
WOODS
WOODS
PK
REBAR
18" CMP
18' GR10' GRCONC 11'
GR1SBKDCONCSN 67°34'21" W69.81'N 45°20'59" W22.41'DB 605 PG 1124
MARCUS ALEXANDER BELCHER
DB 553 PG 832
LLOYD DWAYNE ROBERTS
DB 415 PG 2026
RICHARD L. WHITTINGTON
DB 475 PG 1406
AND LYDE S. REESE REVOCABLE TRUST
GEORGE W. REESE JR.
PB 13 PG 222
DB 526 PG 1265
DB 569 PG 1744
WADE F. KEEVER
N 53°29'32" W
3.28'60.00'60.00'
2 STR ELEC
10" RCP
EXISTING R/W
EXISTING R/W
EXISTING R/W
EXISTING R/W
12' CONC WW
12' CONC WW
10' CONC HW
10' CONC HW
11' CONC WW
11' CONC WW
8", PVC
8", PVC8", DI
8", DI
8", PVCLITTLE RI
VER UT TO LOWER LITTLE RIVER UT TO LOWER PI = 12+40.00
EL = 1,038.50'(-)6.3542%(+)2.7034%
VC = 280'
ELEV. 1,043.05
-L- STA 14+08.00
END GRADE
ELEV. 1,047.40
-L- STA 11+00.00
BEGIN GRADE
DS = 25 MPH
K = 30
ROCK LINE
EL=1036.00
-L- STA 12+34 LT
END LATERAL 'V' DITCH
EL=1038.00
-L- STA 12+00 LT
BEGIN LATERAL 'V' DITCH (-) 5.9%
TO STREAMBED ELEVATION
REMOVE CONCRETE FOOTINGS DOWN
ELEV. 1,041.16
-L- STA 12+96.43
LOW POINT
GRADE
PROPOSED
EXISTING GRADE
ON CONC. FOOTINGS
PROPOSED 15'Wx7'9"H ALUMINUM ARCH
REMOVE EXISTING 10'Wx5'H CMP ARCH
F
F
F
F
F
F
F
F
F
F
F F
F
F
F10+00-L- STA 11+00.00
BEGIN PROJECT DF15712.2002803
-L- STA 14+08.00
END PROJECT DF15712.2002803
PI Sta 10+55.98 PI Sta 11+74.46 PI Sta 14+15.01
-L- CURVE DATA
DRIVE
PROP. ASPHALT
RETAIN
RETAIN
SEE DETAIL 4A
LATERAL 'V' DITCH
LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
b=2 Ft. Min.
Min. D=1.0 Ft.
DETAIL 4A
Ground
Natural
Slope
Fill
SEE PROFILE FOR DITCH GRADE
-L- STA. 12+00 TO 12+34 LT
(TO BE REMOVED TO STREAM BED)
EXISTING CONCRETE FOOTINGS
PROPOSED CONCRETE FOOTING (TYP.)
ALUMINUM ARCH
PROPOSED 63'Lx15'Wx7'9"H
CMP ARCH
65'Lx10'Wx5'H
REMOVE EXISTING
22 TONS
CLASS II RIPRAP
SEE DETAIL 4B
RIPRAP AT EMBANKMENT
( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL 4B
Grade
Ditch
2.0'
2'min.
Type of Liner= Class II Rip-Rap
-L- STA. 12+34 TO 12+53 LT
Length=8'
Keyed-in
Class II Rip-Rap
Existing Bank
SCALE: 1"=40' HORZ., 1"=8' VERT.
CULVERT PROFILE - SITE 1
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
SF-012273
7/14/2020X:\NCDOT\Div 12 2019 Emergency Culverts\Alexander Liledoun Rd\Hydraulics\PERMITS_Environmental\Drawings\SF-012273_Hyd_prm_culv_pfl.dgnUser:kgrayDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0 40 80 120 160 200 240-40-80-120-160-200-240
1010
1014
1018
1022
1026
1030
1034
1038
1042
PROFILE ALONG STREAM
SCALE: 1"=50' HORZ., 1"=10' VERT.WOODED AND FARMLANDRURAL PIEDMONT / BLUE RIDGEPROPOSED GRADE
EXISTING GRADE
2:12:
1
100YR WSEL=1034.2'
25YR WSEL=1030.8'
NWS=1024.0'
EXISTING STREAM BED PROFILE
CROWN OF 15'x7'9" ALUMINUM ARCH
(LOOKING DOWNSTREAM)
ALONG LEFT WALL OF CULVERT
NATURAL GROUND / TOP OF ROCK
(LOOKING DOWNSTREAM)
ALONG RIGHT WALL OF CULVERT
NATURAL GROUND / TOP OF ROCK
4' ABOVE TOP OF ROCK.
0.5' TO RANGES FROM
HEIGHT OF FOOTING STREAMSTATS, QL2 LIDARTOP OF SLOPE RT
TOP OF SLOPE LT
TOP OF SLOPE RT
TOP OF SLOPE LT
CL
SKEW=88
PROP. GRADE=1041.37'
SINGLE RADIUS ARCH ON CONCRETE FOOTINGS
BOTTOMLESS 15'0" SPAN x 7'9" RISE ALUMINUM
C/L -L- STA 12+60.37NCDENR (UT TO) LOWER LITTLE RIVER: CLASS CBOTTOMLESS 10' SPAN x 5' RISE CMP ARCH ON CONCRETE FOOTINGS (OAL=65')(TO BE REMOVED)
CROWN OF EXISTING 10'x5' CMP ARCH
(TO BE REMOVED DOWN TO STREAMBED)
CONCRETE FOOTINGSTOP OF EXISTING
SLOPE=6%
C/L ELEV=1022.6'
TOP OF CONCRETE FOOTING
SHEET 4 OF 5
PERMIT DRAWING
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Stream Fill In Fill In in Clearing in SW SW Impacts Impacts StreamNo. (From/To) Size / Type Map ID Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -L- 12+52/12+56 LT BANK STABILIZATION UT < 0.01 9 1 -L- 12+43/12+80 LT & RT TEMP. DEWATERING UT 0.05 140 TOTALS*: < 0.01 0.05 9 140 0*Rounded totals are sum of actual impactsNOTES:Revised 2016 09 09SHEET 5OF 5 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSALEXANDER COUNTYSF-012273 NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS7/15/2020 1. UT= UT TO LOWER LITTLE RIVER