HomeMy WebLinkAbout20210304 Ver 1_Meeting Request Review Doc Attachment_20210210(Version 2.02; Released April 2015)17BP.13.R.153TIP No.:17BP.13.R.153County(ies):Burke Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:N/AExisting: Year:Aquatic T&E Species?Comments:Yes NoNoWetlands within Project Limits?NoneNoneSupplemental Classification: Residential, Industrial, Agricultural UT to Drowing Creek11-52-(1)0.20.05Project DescriptionProposed ProjectCatawbaRiver Basin(s): City/Town:0.2Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)Nomkcalloway@ncdot.govAsheville, NC 28803Address:9/23/2019BurkeHickoryMike Calloway11 Old Charlotte HighwayWBS Element:Bridge ReplacementWBS Element:Sungate Design GroupNCDOT Contact:(828) 298-1128Raleigh, NC 27606Contractor / Designer:(919) 710-8459905 Jones Franklin RoadNorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Division 13 District 2Address:General Project Information17BP.13.R.15317BP.13.R.153Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)Project Length (lin. miles or feet): ac.Surface Water Body (1): Water Supply IV (WS-IV)NCDWR Surface Water Classification for Water BodyN/ABuffer Rules in Effect:None95017BP.13.R.153 is a bridge to culvert replacement project that involves removing Burke County bridge #209, on SR 1623 (Mount Harmony Rd.) over an Unnamed Tributary to Drowning Creek, and replacing with a 2@10'x9' RCBC. The existing bridge is 1 @25.5' timber deck on I-beams with vertical timber abutments and concrete footers. Measures have been implemented to reduce impacts to the stream and surrounding properties include, maintaining exsting drainage patterns, using 2:1 fill slopes and stabilizing the existing banks with class 'I' rip rap. Further, rip rap is used at drainage outlets to dissipate energy and reduce erosion.NRTR Stream ID:Annual Avg Daily Traffic (veh/hr/day):Existing SitePaved 10' lanes with 7' shoulder section (4' Paved)Waterbody Information2017NCDWR Stream Index No.:ac.Paved 9' lanes with 2' grassed shoulder sectionN/Abelam@sungatedesign.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)
(Version 2.02; Released April 2015)17BP.13.R.15TIP No.:17BP.13.R.1County(ies):Burke Page 2 of 2Sheet No.:4Station:12+53 (-L-)Sq. MilesCulvert Height (ft):Culvert Length (ft)%%Evaluate/Describe Roadway Geometric Constraints:Low flow culvert width mimics existing channel, existing stream side slopes being flattened out and stabilized. Proposed Culvert 2-yr Outlet Velocity (ft/s):5.2Natural Stream Channel 10-yr Velocity (ft/s):6.4Proposed Culvert 10-yr Outlet Velocity (ft/s):6.5Roadway Geometric ConsiderationsBank Stabilization:Yes, Upstream and downstream bank stabilization through limits of floodplain benches.Natural Stream Channel 2-yr Velocity (ft/s):5.3Outlet VelocitiesSharp Bends at Inlet/Outlet?(describe culvert alignment with stream)No Stream has no skew in relation to roadway, culvert aligns with stream 90 degrees to roadway. Stream Realignment Necessary? (provide justification)No No issues present that would warrant stream realignment.Culvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:NoneBed Forms Impacted by Culvert (riffles, pools, glides, etc.):riffleLow Flow Floodplain Bench Required? (provide justification)Yes Low flow floodplain bench included to match existing stream width.10' widthProposed Sills/Baffles:Low flow barrel - No sill, bury 1' below stream bedHigh flow barrel - 2' SillExisting Low Flow Velocities in the Stream (ft/s):6.3 ft/s (2 yr - Bankfull = 437 CFS)Proposed Low Flow Velocities Through the Culvert (ft/s):6.2 ft/s Alternating Low Flow Sills/Baffles:NoneCulvert BurialProposed Culvert Burial Depth (ft):1' Existing Streambed Material:Sand, Cobbles, Boulders, BedrockProposed Low Flow Dimensions Through the Culvert:Avoidance and Minimization Efforts:(Bridge to Culvert)Culvert invert will be buried 1' below stream bed with one low flow and one high flow barrel and floodplain benches. The low flow barrel width of 10' with better match the existing channel width. 2:1 fill slopes used to minimize length of culvert and stream impacts. Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):0.50Existing Low Flow Channel Dimensions in the Stream:10' width 1:1 side slopesProposed Culvert Slope (%):0.49Surface Water Body:(1)UT to Drowing Creek61.4Culvert Type:Reinforced concrete box culvert9Proposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):1.7Number of Culverts:2 BarrelsCulvert Width/Diameter (ft):10North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and Minimization
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 1
SHEET 1 OF 7
PERMIT DRAWING
25 50 10050
25 50 10050
5 10 2010
V
=
=MPH
ADT
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 DATA
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
See Sheet 1-A For Index of Sheets
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAPrepared in the Office of:
KCI
http://www.kci.com
Plans Prepared For:
RIGHT OF WAY DATE:
LETTING DATE:
NCDOT CONTACT:
KCI Associates of N.C., P.A.
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
Phone (919) 783-9214
Fax (919) 783-9266
GRADING, PAVING, DRAINAGE AND STRUCTURE
VICINITY MAP
2017 950
35
SITE
PROJECT
-L-
See Sheet 1-B For Conventional Symbols
SUB - REGIONAL TIER
4
SR 1623
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
17BP.13.R.153
17BP.13.R.153COLLECTOR
FUNC CLASS = MAJOR
BURKE COUNTY
DETOUR ROUTE
MOUNT HARMONY ROADSR 1684HARMONY STREETT
O
IC
A
R
D
R
H
O
D
H
IS
S
R
O
A
D(S
R
1621)TO
TEXS
F
ISH
CAMP
ROAD
(SR
1627
)STATE PROJECT:-L- STA. 13+75.00
END STATE PROJECT 17BP.13.R.153
-L- STA. 10+80.00
BEGIN STATE PROJECT 17BP.13.R.153
LENGTH OF ROADWAY STATE PROJECT 17BP.13.R.153 = .052 MILES
TOTAL LENGTH OF STATE PROJECT 17BP.13.R.153 = .056 MILES
NCDOT DIVISION 13
CREEK ON SR 1623 (MOUNT HARMONY RD.)
17BP.13.R.153 PE,RW,UTIL,CONPE,RW,UTIL,CONPE,RW,UTIL,CONPE,RW,UTIL,CONPE,RW,UTIL,CON
2018 STANDARD SPECIFICATIONS
NCDOT DIVISION 13
55 Orange Street
Asheville, NC 28801
MIKE CALLOWAY NAD 83NA 2011RONALD D. ALLEN, P.E.
KCI ROADWAY PROJECT MANAGER
KCI ROADWAY PRACTICE LEAD
DEWAYNE L. SYKES, P.E.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II.
THIS PROJECT IS NOT WITHIN MUNICIPAL BOUNDARIES.
65% PLANS
70 NS RR40
REPLACE BRIDGE NO. 209 OVER UT TO DROWNING
-L- STA. 12+42.50
BEGIN CULVERT
-L- STA. 12+63.50
END CULVERT
LENGTH OF STRUCTURE STATE PROJECT 17BP.13.R.153 = .004 MILES
JULY 7, 2021
JULY 2020DROWNING CREEKDROWNING CREEK70
70
40
40
40
FCA
Norfolk Southern
Corp.Norfolk
Sout
her
nCorp.Tim
sPenelope
(UNINC.)
Icard
(UNINC.)
Hildebran
Pop. 1,682
School
Elementary
Icard
Elem.
Hildebran
1623
1627
1684
16181621
1624
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 2 OF 7
PERMIT DRAWING
SEE SHEET 4 OF 7
ENLARGEMENT VIEW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
417BP.13.R.153
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Fax (919) 783-9266
KC I
Engineers Planners Scientists Construction Managers
Phone (919) 783-9214http://www.kci.com
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
-L- POC STA 10+80.00
BEGIN STATE PROJECT 17BP.13.R.153
-L- POT STA 13+75.00
END STATE PROJECT 17BP.13.R.153NAD 83/ NA 2011FOR -L- PROFILE SEE SHEET 5
TO BE REMOVED
EXISTING BRIDGE
SBG - SHOULDER BERM GUTTER
T
12
" RC
P
18
" CMP
12" R
C
P24" RCP24" CMP15" RCP12" RCP
8" HDPE 15" RCP18' P
AV
E
D
R
OADW
AY
24" CMPS
S
S
S
S S
S
S
S
WOODS
S
4' CHL4' CHL4' CHL4'
CHL4' CHL 4' CHL4' WDFGUY
GUY
WOODS
G
RGRB
S
T
B
S
T
B
S
T
B
S
TBRK WALL1SM
TL
B
U
SPM
1SFD1SFDBLT
LT
GUY
G
R
60.00'
EX
IS
T
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/WEXISTING R/WWOODS
AG
ILE
SPEC
IALTY
INC
TAMERA
JO
LOCKE
JANET
L
POPE
J
IMMY
LEE
POPE
TYNESSA
S
ISENHOUR
M
ICHAEL
D
ISENHOUR
KAY
H
KAN
IPE
GARY
KAN
IPE
KAY
H
KAN
IPE
GARY
KAN
IPE
JACQUEL
I CH
ILDERS
MELV
IN
E
CH
ILDERS
M
ICHAEL
D
ISENHOUR
BRENDA
K
BULL
IS
HARVEY
D
BULL
IS
OFELL
IA
L
MOORE
W
ILLARD
MOOREJUDIA B
DEALJAMES CARROLL
DEAL
JUD
IA
B
DEAL
JAMES
CARROLL
DEAL
DROWNING CREEKDROWNING CREEKT
0
R
/W
E
IP
0
.69'
E
IP
FROM
R
/W
E
IP
14
.
0
9'
T0
R
/W
E
IP
1
.23' 32.00'T0
R
/W
E
IP
3
.80' S
R
1623 - M
OUN
T
H
A
RM
ONY R
D
.18"
R
C
PD
ITCH
L
INED
R
IPRAP
SOIL
-L-
1
2
5
6
7
4
3
16'
-L- +00
RETAIN
SEE DETAIL #1
BANK STABILIZATION
BENCH AND CL 'I' RIP RAP
INLET CHANNEL W/ FLOODPLAIN
SEE DETAIL #2
BANK STABILIZATION
BENCH AND CL 'I' RIP RAP
OUTLET CHANNEL W/ FLOODPLAIN
REMOVE
RETAIN
RETAIN
RETAIN
HW
TB 2GIELBOWS
15" W/
REMOVE
36" RCP-IV
SEE DETAIL #4
SLOPE=8.6%
W/ CL 'II' RIP RAP
STD 4' BASE DITCH
EST 70 SY GF
EST 40 TONS
DITCH W/ CL 'I' RIP RAP
CLEAN AND LINE EXTG
2' SILL
2' SILL
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 12+00 TO STA. 12+40 -L- LT
DETAIL #4
B=4.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Ground
Natural
Geotextile
Est. 30 CY DDE
Est. 127 SY GF
Est. 94 TONS
Type of Liner= Class 'II' Rip-Rap
RETAIN
Geotextile MIN. 2:1
NG
MATTING
COIR FIBER
8' (Variable)
CHANNEL BED
INLET CHANNEL DETAIL
DETAIL #1
MIN. 2:1
NG
1'ON STREAM BANKS
CL 'I' RIP RAP (TYP.)
CL 'I' RIP RAP
RIP RAP
CL 'II'
(NOT TO SCALE)
STA. 12+50 -L- RT
Est.= 35 SY Coir Fiber Mat, 120 SY Geotextile
Est.= 6 Tons CL 'II' Rip-Rap, 70 Tons Cl 'I' Rip-Rap
Length=40 Ft.MIN. 2:1
NG
MATTING
COIR FIBER
8' (Variable)
CHANNEL BED
OUTLET CHANNEL DETAIL
DETAIL #2
MIN. 2:1
NG
1'ON STREAM BANKS
CL 'I' RIP RAP (TYP.)
CL 'I' RIP RAP
RIP RAP
CL 'II'
(NOT TO SCALE)
STA. 12+50 -L- LT
Geotextile
Est.= 35 SY Coir Fiber Mat, 90 SY Geotextile
Est.= 10 Tons CL 'II' Rip-Rap, 50 Tons Cl 'I' Rip-Rap
Length=40 Ft.
SEE DETAIL #3
W/ CL 'B' RIP RAP
SPEC LAT 2' BASE DITCH
15"
d 2:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
Slope
Fill
DETAIL #3
Est. 96 SY GF
Est. 33 Tons
Type of Liner= Class 'B' Rip-Rap
Ground
Natural
Geotextile
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
FROM STA. 12+75 TO STA. 13+60 -L- RT
2@10'x9' RCBC W/ SILLS
1059.9542
1055.2719
IIGVGV
F F F
F F
F
F
F F F
F
F
F F F F
F
C
C
F
C
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
105610571057105810581058105910591059106010601060106010601060106010611061106110611
0
6
110611062
1
0
6
2
106210621062106310631063106310631064
10641064106410641065106510651065
1065106510651065106610661066106610671067
1067106710681068106810681069106910691070107010701070107010701070107110711071
1071
107210721072
10731073
1
0
7
31074 1074107510751075107510761076107710771078107810791079108010801080108010811081108210821083108310841084108510851085108510851085108610861087108710871088108810881089108910891090
10901090109010901091109110921092109310931094109410951095109510951096
10961097
10971098
109810981099109910991100110011001100110111011101110211021
1
0
2
110211031103
11031
1
0
3
1103
11041
1
0
4
1104
11051
1
0
5
11061106
110711071108
0 50'25'50'
SCALE: 1"=100'
100'
SHEET 3 OF 7
PERMIT DRAWING
SEE SHEET 4 OF 7
ENLARGEMENT VIEW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
417BP.13.R.153
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Fax (919) 783-9266
KC I
Engineers Planners Scientists Construction Managers
Phone (919) 783-9214http://www.kci.com
4505 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
-L- POC STA 10+80.00
BEGIN STATE PROJECT 17BP.13.R.153
-L- POT STA 13+75.00
END STATE PROJECT 17BP.13.R.153NAD 83/ NA 2011FOR -L- PROFILE SEE SHEET 5
TO BE REMOVED
EXISTING BRIDGE
SBG - SHOULDER BERM GUTTER
T
12
" RC
P
18
" CMP
12" R
C
P24" RCP24" CMP15" RCP12" RCP
8" HDPE 15" RCP18' P
AV
E
D
R
OADW
AY
24" CMPS
S
S
S
S S
S
S
S
WOODS
S
4' CHL4' CHL4' CHL4'
CHL4' CHL 4' CHL4' WDFGUY
GUY
WOODS
G
RGRB
S
T
B
S
T
B
S
T
B
S
TBRK WALL1SM
TL
B
U
SPM
1SFD1SFDBLT
LT
GUY
G
R
60.00'
EX
IS
T
ING
R
/W
EX
IST
ING
R
/W
EXISTING R/WEXISTING R/WWOODS
AG
ILE
SPEC
IALTY
INC
TAMERA
JO
LOCKE
JANET
L
POPE
J
IMMY
LEE
POPE
TYNESSA
S
ISENHOUR
M
ICHAEL
D
ISENHOUR
KAY
H
KAN
IPE
GARY
KAN
IPE
KAY
H
KAN
IPE
GARY
KAN
IPE
JACQUEL
I CH
ILDERS
MELV
IN
E
CH
ILDERS
M
ICHAEL
D
ISENHOUR
BRENDA
K
BULL
IS
HARVEY
D
BULL
IS
OFELL
IA
L
MOORE
W
ILLARD
MOOREJUDIA B
DEALJAMES CARROLL
DEAL
JUD
IA
B
DEAL
JAMES
CARROLL
DEAL
DROWNING CREEKDROWNING CREEKT
0
R
/W
E
IP
0
.69'
E
IP
FROM
R
/W
E
IP
14
.
0
9'
T0
R
/W
E
IP
1
.23' 32.00'T0
R
/W
E
IP
3
.80' S
R
1623 - M
OUN
T
H
A
RM
ONY R
D
.18"
R
C
PD
ITCH
L
INED
R
IPRAP
SOIL
-L-
1
2
5
6
7
4
3
16'
-L- +00
RETAIN
SEE DETAIL #1
BANK STABILIZATION
BENCH AND CL 'I' RIP RAP
INLET CHANNEL W/ FLOODPLAIN
SEE DETAIL #2
BANK STABILIZATION
BENCH AND CL 'I' RIP RAP
OUTLET CHANNEL W/ FLOODPLAIN
REMOVE
RETAIN
RETAIN
RETAIN
HW
TB 2GIELBOWS
15" W/
REMOVE
36" RCP-IV
SEE DETAIL #4
SLOPE=8.6%
W/ CL 'II' RIP RAP
STD 4' BASE DITCH
EST 70 SY GF
EST 40 TONS
DITCH W/ CL 'I' RIP RAP
CLEAN AND LINE EXTG
2' SILL
2' SILL
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
FROM STA. 12+00 TO STA. 12+40 -L- LT
DETAIL #4
B=4.0 Ft.
Max. d=2.0 Ft.
Min. D=2.0 Ft.
Ground
Natural
Ground
Natural
Geotextile
Est. 30 CY DDE
Est. 127 SY GF
Est. 94 TONS
Type of Liner= Class 'II' Rip-Rap
RETAIN
Geotextile MIN. 2:1
NG
MATTING
COIR FIBER
8' (Variable)
CHANNEL BED
INLET CHANNEL DETAIL
DETAIL #1
MIN. 2:1
NG
1'ON STREAM BANKS
CL 'I' RIP RAP (TYP.)
CL 'I' RIP RAP
RIP RAP
CL 'II'
(NOT TO SCALE)
STA. 12+50 -L- RT
Est.= 35 SY Coir Fiber Mat, 120 SY Geotextile
Est.= 6 Tons CL 'II' Rip-Rap, 70 Tons Cl 'I' Rip-Rap
Length=40 Ft.MIN. 2:1
NG
MATTING
COIR FIBER
8' (Variable)
CHANNEL BED
OUTLET CHANNEL DETAIL
DETAIL #2
MIN. 2:1
NG
1'ON STREAM BANKS
CL 'I' RIP RAP (TYP.)
CL 'I' RIP RAP
RIP RAP
CL 'II'
(NOT TO SCALE)
STA. 12+50 -L- LT
Geotextile
Est.= 35 SY Coir Fiber Mat, 90 SY Geotextile
Est.= 10 Tons CL 'II' Rip-Rap, 50 Tons Cl 'I' Rip-Rap
Length=40 Ft.
SEE DETAIL #3
W/ CL 'B' RIP RAP
SPEC LAT 2' BASE DITCH
15"
d 2:1B
D
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
Slope
Fill
DETAIL #3
Est. 96 SY GF
Est. 33 Tons
Type of Liner= Class 'B' Rip-Rap
Ground
Natural
Geotextile
B=2.0 Ft.
Max. d=1.0 Ft.
Min. D=1.0 Ft.
FROM STA. 12+75 TO STA. 13+60 -L- RT
2@10'x9' RCBC W/ SILLS
1059.9542
1055.2719
IIGVGV
F F F
F F
F
F
F F F
F
F
F F F F
F
C
C
F
C
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SEE DETAIL #5
2@10'x9' RCBC W/ SILLS
CREEKDROWNINGEST 70 SY GF
EST 40 TONS
DITCH W/ CL 'I' RIP RAP
CLEAN AND LINE EXTG
BANK STABILIZATION
BENCH AND CL 'I' RIP RAP
OUTLET CHANNEL W/ FLOODPLAIN
BANK STABILIZATION
BENCH AND CL 'I' RIP RAP
INLET CHANNEL W/ FLOODPLAIN
W/ CL 'B' RIP RAP
SPEC LAT 2' BASE DITCH
0 10'5' 10'
SCALE: 1"=20'
20' 12+00 -L-13+00 -L-DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
17.BP.13.R.153
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET 4 OF 7
PERMIT DRAWING
SEE DETAIL #4
SLOPE=8.6%
W/ CL 'II' RIP RAP
STD 4' BASE DITCH
24" CMP
8" HDPE
S
S
S
S S
S
4' CHL
G
R
B
ST
GUY
60.00'EXISTING R/WEXISTING R/WBRENDA K BULL
IS
HARVEY D BULLIS
D
ITCH
L
INED
R
IPRA
P
HW
TB 2GIELBOWS
15" W/
36" RCP-IV
2' SILL
2' SILL
15"IGVGV IN SURFACE WATER
TEMPORARY IMPACTS
IN SURFACE WATER
TEMPORARY IMPACTS
SURFACE WATER
IMPACTS IN
SURFACE WATER
IMPACTS IN
PROP 6" WLNAD 83/ 2001
0100 100 200200
1080
1070
1060
1050
TO BE REMOVED
EXISTING BRIDGE
EXISTING BED
EXISTING BED oWATER SURFACE PROFILE
SLOPE=0.49%
CL BED ELEV=1055.15
ON 1/9/19=1057.2
NWSE AND WSE
TB LT
TB RT
TB LT
TB RT
SKEW=90
2' HIGH FLOW SILLS
2@10'x9' RCBC W/
GP EL=1072.18
CL STA 12+53 -L-
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
17.BP.13.R.153
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SITE 1
SHEET 5 OF 7
PERMIT DRAWING
2:1 NORMAL
2:1 NORMAL
BEVELED HW
10 11 12 13 14
1,050
1,060
1,070
1,080
1,090
FOR -L- ALIGNMENT SEE SHEET 4
1,090
1,080
1,060
1,070
1,050
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
517BP.13.R.153
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
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
CULVERT HYDRAULIC DATA
= 1000
= 25
= 1063.7
= 1300
= 100
= 1064.6
= > 1600
= > 500
= 1072.1
SHEET 6 OF 7
PERMIT DRAWING
PI = 12+50.00
EL = 1,069.41'(-)4
.6
5
0
1%(+)5.8174%
VC = 210'
DS = 20mph BEGIN CULVERT -L- STA 12+39 +/-END CULVERT -L- STA 12+58 +/-ELEV. 1,076.68END GRADE -L- STA 13+75.00ELEV. 1,076.39'BEGIN GRADE -L- STA 11+00.00FOR -L- ALIGNMENT SEE SHEET 4
-L-
-L- STA. 13+10.74, 40.96' LT
EL = 1068.16'
BM #1
*K = 20
K-VALUE BUT IS WITHIN SUB REGIONAL TIER PARAMETERS
*-DOES NOT MEET DESIGN SPEED VERTICAL CURVE
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
CULVERT HYDRAULIC DATA
= 1000
= 25
= 1063.7
= 1300
= 100
= 1064.6
= > 1600
= > 500
= 1072.1
GV
TO BE REMOVED
EXISTING BRIDGE
ON 1/9/19=1057.2
NWSE AND WSE
2@10'X9' RCBC
2' SILL
PROP 6" WL
PROP WL
EXST GRADE AT
PROP WL
EXST GRADE AT
5'
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 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 12+38 to 12+58-L- 2 at 10'x9' RCBC 0.01 43 12+39 to 12+58-L-RT INLET CHANNEL < 0.01 9 FLOODPLAIN BENCH 0.01 40 12+43 to 12+58-L-LT OUTLET CHANNEL < 0.01 10 FLOODPLAIN BENCH < 0.01 40 TOTALS*: 0.04 < 0.01 123 19 0*Rounded totals are sum of actual impactsNOTES:Revised 2018 Feb SHEET 7OF 7 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSBURKE COUNTY17.BP.13.R.15317.BP.13.R.153NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS05-20-2020