HomeMy WebLinkAbout20171283 Ver 1_Build Maps_20171010(Version 2.02; Released April 2015)38593.1.2TIP No.:B-4823County(ies):Transylvania Page 1 of 2TIP Number:Date:Phone:Phone:Email:Email:County(ies):CAMA County?NoDesign/Future: Year:2040Existing: Year:Aquatic T&E Species?NoComments:No N/AN/AN/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)ac.Two 9 ft. paved travel lanes with vaiable width unpaved shoulders and fill slopes.700jdalton@sungatedesign.comProject Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?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 BodyN/ABuffer Rules in Effect:N/ANone617Two 10 ft. wide paved travel lanes with 3 ft wide unpaved shoulders (7 ft. with guard rail) and 2:1 to 4:1 fill slopes.Waterbody Information2017NCDWR Stream Index No.:38593.1.2Impairments:Other Stream Classification: Primary Classification: Project Built-Upon Area (ac.)B-4823 consists roadway and shoulder improvements along with the replacement of an existing, single span, 24' long bridge with a 3 @ 11' x 6' concrete box culvert. An existing ditches at the beginning of the project (SW quadrants) will be relocated to accommodate the new roadway alignment. Temporary matting will be used until permanent vegetation is established in the ditch. Coir fiber matting will be utilized to protect the ditch along the NE quadrant of the project from Mill Cove Road to the end of the project. The proposed culvert will be buried a minimum of 1.0 ft. and have one low flow barrel and two high flow barrels. This configuration will closely mimic the existing stream characteristics. The high flow barrels will have floodplain benches at the inlet and outlet ends, which will be covered with coir fiber matting, and side slopes lined with class 'I' rip-rap for bank stabilization. All ditch outlets will have class 'I' rip-rap at embankments. Impervious dikes will be constructed to dewater the work area. A temporary stilling basin will be utilized during dewatering. Standard erosion and sediment control practices will be followed during construction and unitl the site is stabilized.Sungate Design Group, PANorth Carolina Department of TransportationHighway Stormwater Program STORMWATER MANAGEMENT PLAN FOR NCDOT PROJECTSProject Type:NCDOT Hydraulics UnitAddress:General Project InformationB-4823WBS Element:Bridge ReplacementWBS Element:Joshua G. Dalton, PE, CPESCNCDOT Contact:(919) 707-6737915 Jones Franklin Rd.Raleigh, NC 27606Contractor / Designer:(919) 859-2243ahmcdaniel@ncdot.gov1020 Birch Ridge Rd, Raleigh, NC 27610Address:9/19/2017TransylvaniaBrevardAndrew H. McDaniel, PE1590 MSC, Raleigh, NC 27699River Basin(s): City/Town:0.3Typical Cross Section Description: Surrounding Land Use: General Project Narrative:(Description of Minimization of Water Quality Impacts)NoRural, ResidentialHogsed Creek6-260.20.13Project DescriptionProposed ProjectFrench BroadSupplemental Classification: Trout Waters (Tr) Wetlands within Project Limits?
(Version 2.02; Released April 2015)38593.1.2TIP No.:B-4823County(ies):Transylvania Page 2 of 2Sheet No.:4Station:17+23 -L-Sq. MilesCulvert Height (ft):Culvert Length (ft)%%North Carolina Department of TransportationHighway Stormwater ProgramSTORMWATER MANAGEMENT PLANFOR NCDOT PROJECTSWBS Element:Bridge to Culvert Avoidance and MinimizationProposed Structure SummarySheet No. & StationDrainage Area (ac or sq mi):3.4Number of Culverts:3Culvert Width/Diameter (ft):11Surface Water Body:(1)Hogsed Creek42Culvert Type:Reinforced Concrete Box Culvert6Avoidance and Minimization Efforts:(Bridge to Culvert)Proposed culvert is consistent with existing stream slope. Proposed low flow dimensions through the culvert are consistent with the existing low flow channel dimensions in the stream. Prop. low flow velocities through the culvert are consistent with the existing low flow velocities in the stream. Prop. culvert is buried a minimum of 1.0 ft. to retain bed material. Proposed culvert length has been minimized by using minimum fill and 2:1 side slopes.Stream SlopeFish and/or Aquatic Life PassageExisting Average Stream Slope (%):1.25Existing Low Flow Channel Dimensions in the Stream:Avg. upstream width = 13 ft. Avg. downstream width = 11 ft.Proposed Culvert Slope (%):1.25Culvert BurialProposed Culvert Burial Depth (ft):1Existing Streambed Material:Sand, silt, cobbles, and boulders.Proposed Low Flow Dimensions Through the Culvert:Single low flow barrel = 11 ft.Proposed Sills/Baffles:1.0 ft tall sills proposed at entrance and exit of low flow barrel. 2.0 ft tall sills proposed and entrance and exit of high flow barrels. No baffles are proposed.Existing Low Flow Velocities in the Stream (ft/s):V(2yr) = 4.8 fpsProposed Low Flow Velocities Through the Culvert (ft/s):V(2yr) = 4.8 fpsAlternating Low Flow Sills/Baffles:1.0 ft tall low flow sills proposed at entrance and exit of low flow barrel to retain bed material and maintain natural stream charateristics.Culvert/Stream AlignmentStream Patterns Upstream and Downstream of the Culvert that Could Affect Fish Passage and Bank Stability:None observed.Bed Forms Impacted by Culvert (riffles, pools, glides, etc.):No impacts to bed forms anticipated from the installation of the proposed culvert.Low Flow Floodplain Bench Required? (provide justification)Yes Floodplain benchs are specified for two of the three proposed culvert barrels. Specifying one barrel as a low flow barrel most closely mimics the existing channel dimensions.Bank Stabilization:Class 'I' rip-rap bank stabilization is proposed for a distance of approximately 40 ft. both up and down stream of the culvert.Natural Stream Channel 2-yr Velocity (ft/s):4.8Outlet VelocitiesSharp Bends at Inlet/Outlet?(describe culvert alignment with stream)No The proposed culvert alignment matches the existing channel alignment at the crossing.Stream Realignment Necessary? (provide justification)NoEvaluate/Describe Roadway Geometric Constraints:There are no roadway geometric constraints that prevent ideal culvert design and installation.Proposed Culvert 2-yr Outlet Velocity (ft/s):4.8Natural Stream Channel 10-yr Velocity (ft/s):5.6Proposed Culvert 10-yr Outlet Velocity (ft/s):5.6Roadway Geometric Considerations
WETLAND AND SURFACE WATER IMPACTS PERMIT
SHEET 1 OF 7
PERMIT DRAWING
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
4
VICINITY MAP
N.T.S.
LOCATION
PROJECT SITE
JULY 15, 2016
BRIAN A. WILES, PE
TRANSYLVANIA COUNTY
25 50 10050
25 50 10050
5 10 2010
K
D
T
V
=
=
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617
700
11
65
3
45
%
%
MPH
ADT
ADT
2017
2040
% *
FUNC CLASS =
LOCAL
SUB-REGIONAL TIER
0
0
0
PROFILE (HORIZONTAL)
P.E.
BRZ-1538(9)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
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.
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99B-4823DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
9/13/2017B4823_Hyd_prm_wet_psh_01.dgnjharveyCONTRACT:TIP PROJECT:B-4823ARTMEN
N ASO
H
DEPT
O
F TRA SPORTTIONTATEOFNRTCAR
O
LI
NAUS
276
BREVARDTO US 276TO US 276NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
PLANS PREPARED BY:PLANS PREPARED FOR:
ENGINEERING
DIVISION OF HIGHWAYS
Raleigh, NC 27610
1000 Birch Ridge Dr.
* TTST = 1%DUAL 2%
NCDOT CONTACT
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
-L- Sta. 13+50.00
BEGIN TIP PROJECT B-4823
BECKY MOUNTAIN ROADSR 1538-L-RI
C
H MO
U
N
T
AI
N
R
D.
S
R 1537
38593.1.2
1538
1538
See Sheet 1B For Conventional Symbols
MILL COVE RD.REEVES RD.LENGTH ROADWAY TIP PROJECT B-4823
LENGTH STRUCTURE TIP PROJECT B-4823
TOTAL LENGTH TIP PROJECT B-4823
= 0.119 mi.
= 0.006 mi.
= 0.125 mi.
-L- Sta. 20+10.00
END TIP PROJECT B-4823
GRADING, PAVING, DRAINAGE AND CULVERT
HOGSED CREEKBRIDGE NO. 12 OVER HOGSED CREEK
ON SR 1538 (BECKY MOUNTAIN ROAD)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
BRENDA MOORE, PE
LIMITS ESTABLISHED BY METHOD II.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO
38593.2.1 BRZ-1538(9)R/W
Cxxxxxx
38593.3.1 BRZ-1538(9)CONST.
See Sheet 1A For Index of Sheets
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
FEBRUARY 20, 20186/27/2017 Rev. Preliminary Plans-L- Sta. 17+06 +/-
BEGIN CULVERT
-L- Sta. 17+40 +/-
END CULVERT
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
14
Ducktown
Rocky Hill
Sega Lake
Dunns Rock
Seeshore
Fernwood
Col
Brevard
Brevard HS
Oasis de EsperanzaJehovah Witness
Rosenwald Sch
Lake
Creek
Lower Creek
64
64
64
BUS
64
276
64
276
276
276
276
Mockingbird Ln.
Ea
gle Cir.
Cardinal Dr.
1110
%
Heights
Barberry
%
%
%
Selica
%
%
%
%
%
%Brevard
French Broad
RiverBr
e
v
ar
dCity
Li
mit
s
NAD 83/ NSRS 2007
NC GRID
SHEET 2 OF 7
PERMIT DRAWING
0 50'25'50'
SCALE: 1"=100'
100'REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4823
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 NAD 83/ NSRS 2007
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
FOR -L- PROFILE, SEE SHEET 5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
8/xx/2017 Right-of-Way Revision Roadway and Hydraulics redesigned to allow for onsite detour.S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY 15" CMP15" CMP
48" WW 48" WWI
NV=
2
12
1.2
9'
NOT FOUND
INFLOW
INV=2121.70'
INV=2118.02'
INV=2114.31'
I
NV=
2
117.
4
1'60" CMP18" C
MP
18" CMP
15" CMP TTTCTC
CT18" CMPS
OIL
WALLROCK18" CMP10' BSTWALLROCKHOUSEWELLWALKROCKWALLROCK2SFBLKD10'
B
S
TSTEPSROCKWALLROCKCONCWALKCONCWALLROCK
CONC SOIL8' GR REEVES RD.5SBW5SBW
GR
GR
SR 1538 BECKY MOUNTAI
N RD.
SR 1538 BECKY MOUNTAIN RD.
GR
GR
SOIL
WOODS
W
OODSWOODS
FRAME
WD
CHURCH
1SF
GR
GR
5SBW
US
276
5SBWLANDSCAPE AREA18" CMPGATEMTL15" CMP
GATEMTL9' GR MILL COVE RD.GR
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
12
3
4
5
S 31°22'33" E228.17'N 65°23'15" W509.66'N 88°19'52" E430.03'EAST MECKLENBURG CORPORATION
CARRS HILL BAPTIST CHURCH
CARRS HILL BAPTIST CHURCH
THOMAS S. & KATHERINE L. DIEROLF
JAMES M. & EDGAR M. ALLISON
JAMES M. & EDGAR M. ALLISON
S 75°50'09" W44.20'S 75°50'09" W263.87'
EIP
S 61°07'43" E163.95'S 82°48'43" E134.59'N 88°31'17" E91.27'N 88°31'17" E
20.92'
S 46°48'48" W
22.96'
S 46°48'48" W
293.33'EIP
MON
CONC
N 88°19'52" E
32.99'
PK
EXISTING R/W
EXISTING R/WEX
I
STI
NG R/
W
EXI
STIN
G R/
W
E
XISTIN
G
R/WEXISTIN
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R 1537
RIC
H MO
U
N
T
AI
N
R
D.
JAMES M. & EDGAR M. ALLISON
AREA
CULTIVATED
S
EX
IST
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R
/W
EX
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R
/W
EX
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ING
R
/W
EX
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ING
R
/W
ARBORHOGSED CREEKCARRS HILL BAPTIST CEM
HW30.00'30.00'50.00'CLEM A. BOATRI
GHT JR.
50.00'NC GRIDNAD 83/NSRS 2007CONCRETE BLOCKS AROUND GRAVE SITES
50.00'
HOGSED CREEK
30.58'
+09.57
25.01'
+75.69
+08.26
26.27'
+19.92
24.67'101520258:1
8:1
8:18:1
2
1
1
3
2:
1
NG
NG
2:1( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL 2
Grade
Ditch 1.5'
GEOTEXTILE
Type of Liner=Class 'I' Rip-Rap
10'min.
1.0'min.
BENCH
FLOODPLAIN
NWS NOT TO SCALE
INLET & OUTLET CHANNEL DETAIL
BANKS (TYP.)
ON STREAM
CL 'I' RIP-RAP (TYP.)
GEOTEXTILE
BENCH
FLOODPLAIN
11'
11'
11'1.0'EST COIR FIBER=140 SY
EST FILL=0 CY
EST EXCAV.=135 CY
FLOODPLAIN BENCH
2@10'x6' RCBC
( Not to Scale)
TOE PROTECTION
d
FROM STA. 18+10 TO STA. 20+00 -L- Rt
Fill Slope2:1 or Flatter
d=1.0 Ft.
Type of Liner=Coir Fiber
DETAIL 3
Ground
Natural
MATTING
COIR FIBER
CL 'I' RIP-RAP
PLACE NATIVE MATERIAL ON TOP TO FILL VOIDS.
MATERIAL IS NEEDED FOR THE BENCH, USE CL 'I' RIP-RAP AND
MATTING AND THE PERIMETER LINED WITH CL 'I' RIP-RAP. IF FILL
*THE FLOODPLAIN BENCH SHALL BE COVERED WITH COIR FIBER
BENCH
FLOODPLAIN
BENCH
FLOODPLAIN2:
1 D
B
( Not to Scale)
4:1
SPECIAL LATERAL 2' BASE DITCH
FROM STA. 14+00 TO STA. 17+10 -L- LT
DETAIL 1
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
18" CMP
RETAIN
15" CMP
RETAIN
SEE DETAIL 3
EST. 95 SY
TOE PROTECTION
COIR FIBER
FROM STA. 17+46 TO STA. 17+56 -L- RT
FROM STA. 17+00 TO STA. 17+10 -L- RT
FROM STA. 16+93 TO STA. 17+03 -L- LT
SEE DETAIL 2
EST. 61 SY GFD
EST. 42 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
SEE DETAIL 2
EST. 78 SY GFD
EST. 51 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
3@11'x6' RCBC
SEE DETAIL 1
EST DDE 180 CY
BASE DITCH
SPEC. LAT. 2'
SEE DETAIL 2
EST. 65 SY GFD
EST. 41 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
EST. 51 SY GFD
EST. 32 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
DITCH
TIE TO EX.
DIKE
IMPERVIOUS
DIKE
IMPERVIOUSDDFFFF
F
F
F F
F
F
F
CC
SHEET 3 OF 7
PERMIT DRAWING
0 50'25'50'
SCALE: 1"=100'
100'REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4B-4823
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99 NAD 83/ NSRS 2007
ENGINEERING
NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
FOR -L- PROFILE, SEE SHEET 5
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
8/xx/2017 Right-of-Way Revision Roadway and Hydraulics redesigned to allow for onsite detour.S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY 210421042105
2105
21052105 2105210521052106
21062106 210621062107
210721072107
2108
2108210821082108 21092109
21092109
2109
2109210921092109 2109210921092109210921092109
210921092109210921102110211021102
11021102110
2110211021102110
21102110211021102110211021102110211021102110211021102111211121112111211121112111
21112111211121 112111211121112111211121112
111 21112111211121112111211121122112211221122112211221122112211221122112211221122112
2112
211221122112211221122112211221122113211321132113211321132113
2113
211321132113 2113211321132113211321132113 2113211321132113211321132113211321132113211421142114211421142114211
4
2114
2114
211421142114211421142114211421142
1
1
421142114 211421142114211421142114211421142114 21142114211421152115211521
152
1
1
52115 211521152115211521152115
2115
2115
2
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21152115
2115211521152115211521152115211521152115211521152115211521152115211521152115211521152 1 1 52115
2115211521152115
2
1
1
521152115211521152115211
52115211521152115211621162116211621162
1
16
2116
2116
2116211621162116211621162116211621162116211621162116 211621162116211621162116211621162116211721172117 2117211721172117
21172117
2117211721172117 2117211721172118211821182118211821182
118
21182118
21182118211821182118211821182118211821192119 21192119211921192119211921192119211921192120212021202120212021202120212021202120
212021202120212021202120
212021202120212021202121212121212121
2121
212121212
12
1
2121212121212121
2121212221222122 212221222122212221222122212221232123212321232123212321232123212321232123212421242124
212421242124212421242124212421242124212421242125212521252125212521252125212521252125212521252125
212521252125212521252125212521252125212621262126212621262126212621262126
2126212721272127212721272127212721272127
212721272127212821282128212821282128212821282
12
8
2128212821292129212921292129212921292129212921292129213021302130213021302130
2
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0
213021302130213021302130213021302
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213121312131
21312131213121312131213121322132
21322132213221322132213221332133213321332133213321332133213421342134213421342134213421352135213521352135213521352135213521352135213521352135213521362136213621362136213621362137213721372137213721372138 213821382138213821382139 2139213921392139213921402140214021402140214021402140214021402140214021412141214121412141214121422142214221422142214321432143214321432144214421442144214421452145214521452145214521452145214521462146214621462146214721472147214721472148214821482148214821482149214921492149214921492149214921502150215021502150215021502150
21502150215021512151215121512151215121512152215221522152215321532153215321532154215421542154215521552155215521552155215
5
21552156215621562156215621572157215721572157215721582158215821592159215921602160216021602160216021612161216121612162216221622163216321632164216421642165216521652165216521662166216621672167216721682168216921692170217021702170217121712171217221722173217421752175217521762177217821792180218115" CMP15" CMP
48" WW 48" WWI
NV=
2
12
1.2
9'
NOT FOUND
INFLOW
INV=2121.70'
INV=2118.02'
INV=2114.31'
I
NV=
2
117.
4
1'60" CMP18" C
MP
18" CMP
15" CMP TTTCTC
CT18" CMPS
OIL
WALLROCK18" CMP10' BSTWALLROCKHOUSEWELLWALKROCKWALLROCK2SFBLKD10'
B
S
TSTEPSROCKWALLROCKCONCWALKCONCWALLROCK
CONC SOIL8' GR REEVES RD.5SBW5SBW
GR
GR
SR 1538 BECKY MOUNTAI
N RD.
SR 1538 BECKY MOUNTAIN RD.
GR
GR
SOIL
WOODS
W
OODSWOODS
FRAME
WD
CHURCH
1SF
GR
GR
5SBW
US
276
5SBWLANDSCAPE AREA18" CMPGATEMTL15" CMP
GATEMTL9' GR MILL COVE RD.GR
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
AREA
CULTIVATED
12
3
4
5
S 31°22'33" E228.17'N 65°23'15" W509.66'N 88°19'52" E430.03'EAST MECKLENBURG CORPORATION
CARRS HILL BAPTIST CHURCH
CARRS HILL BAPTIST CHURCH
THOMAS S. & KATHERINE L. DIEROLF
JAMES M. & EDGAR M. ALLISON
JAMES M. & EDGAR M. ALLISON
S 75°50'09" W44.20'S 75°50'09" W263.87'
EIP
S 61°07'43" E163.95'S 82°48'43" E134.59'N 88°31'17" E91.27'N 88°31'17" E
20.92'
S 46°48'48" W
22.96'
S 46°48'48" W
293.33'EIP
MON
CONC
N 88°19'52" E
32.99'
PK
EXISTING R/W
EXISTING R/WEX
I
STI
NG R/
W
EXI
STIN
G R/
W
E
XISTIN
G
R/WEXISTIN
G R/WS
R 1537
RIC
H MO
U
N
T
AI
N
R
D.
JAMES M. & EDGAR M. ALLISON
AREA
CULTIVATED
S
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
EX
IST
ING
R
/W
ARBORHOGSED CREEKCARRS HILL BAPTIST CEM
HW30.00'30.00'50.00'CLEM A. BOATRI
GHT JR.
50.00'NC GRIDNAD 83/NSRS 2007CONCRETE BLOCKS AROUND GRAVE SITES
50.00'
HOGSED CREEK
30.58'
+09.57
25.01'
+75.69
+08.26
26.27'
+19.92
24.67'101520258:1
8:1
8:18:1
2
1
1
3
2:
1
NG
NG
2:1( Not to Scale)
RIP RAP AT EMBANKMENT
DETAIL 2
Grade
Ditch 1.5'
GEOTEXTILE
Type of Liner=Class 'I' Rip-Rap
10'min.
1.0'min.
BENCH
FLOODPLAIN
NWS NOT TO SCALE
INLET & OUTLET CHANNEL DETAIL
BANKS (TYP.)
ON STREAM
CL 'I' RIP-RAP (TYP.)
GEOTEXTILE
BENCH
FLOODPLAIN
11'
11'
11'1.0'EST COIR FIBER=140 SY
EST FILL=0 CY
EST EXCAV.=135 CY
FLOODPLAIN BENCH
2@10'x6' RCBC
( Not to Scale)
TOE PROTECTION
d
FROM STA. 18+10 TO STA. 20+00 -L- Rt
Fill Slope2:1 or Flatter
d=1.0 Ft.
Type of Liner=Coir Fiber
DETAIL 3
Ground
Natural
MATTING
COIR FIBER
CL 'I' RIP-RAP
PLACE NATIVE MATERIAL ON TOP TO FILL VOIDS.
MATERIAL IS NEEDED FOR THE BENCH, USE CL 'I' RIP-RAP AND
MATTING AND THE PERIMETER LINED WITH CL 'I' RIP-RAP. IF FILL
*THE FLOODPLAIN BENCH SHALL BE COVERED WITH COIR FIBER
BENCH
FLOODPLAIN
BENCH
FLOODPLAIN2:
1 D
B
( Not to Scale)
4:1
SPECIAL LATERAL 2' BASE DITCH
FROM STA. 14+00 TO STA. 17+10 -L- LT
DETAIL 1
B=2.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
18" CMP
RETAIN
15" CMP
RETAIN
SEE DETAIL 3
EST. 95 SY
TOE PROTECTION
COIR FIBER
FROM STA. 17+46 TO STA. 17+56 -L- RT
FROM STA. 17+00 TO STA. 17+10 -L- RT
FROM STA. 16+93 TO STA. 17+03 -L- LT
SEE DETAIL 2
EST. 61 SY GFD
EST. 42 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
SEE DETAIL 2
EST. 78 SY GFD
EST. 51 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
3@11'x6' RCBC
SEE DETAIL 1
EST DDE 180 CY
BASE DITCH
SPEC. LAT. 2'
SEE DETAIL 2
EST. 65 SY GFD
EST. 41 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
EST. 51 SY GFD
EST. 32 TONS
AT EMBANKMENT
CL 'I' RIP-RAP
DITCH
TIE TO EX.
DIKE
IMPERVIOUS
DIKE
IMPERVIOUSDDFFFF
F
F
F F
F
F
F
CC
SHEET 4 OF 7
PERMIT DRAWING
BENCH
FLOODPLAIN
BENCH
FLOODPLAIN
BENCH
FLOODPLAIN
BENCH
FLOODPLAIN
0 10'5' 10'
SCALE: 1"=20'
20'
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4c B-4823 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
IMPERVIOUS DIKE
IMPERVIOUS DIKE
15" CMP
TC
WOODS
9' GR MILL COVE RD.HOGSED CREEK8:1
8:1
8:18:1
3@11'x6' RCBC
SHEET 5 OF 7
PERMIT DRAWING
2,140
2,100
2,110
2,120
2,130
11 12 13 14 15 16 17 18 19 20 21 22 23 24
2,100
2,140
2,110
2,120
2,1305/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
5B-4823
$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$NC LICENSE #P-0189
TELE 919.788.0224 FAX 919.788.0232
3220 GLEN ROYAL RD. RALEIGH, NC 27617
ENGINEERING
FOR -L- PLAN, SEE SHEET 4
-L-
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
OF A 18" HOLLY STUMP
8 INCH SPIKE SET IN TOP
-L- STA 11+17 66' RIGHT
N 549,600 E 890,345
BM 1 ELEV = 2,140.75'
OF A 40 INCH WHITE OAK TREE
8 INCH SPIKE SET IN THE BASE
-L- STA 18+16 54' RIGHT
N 550,284 E 890,546
BM 2 ELEV = 2,124.15'
END OF CONC. HEADWALL
CHISELED "X" IN THE NORTHERN
-L- STA 24+04 27' RIGHT
N 550,870 E 890,432
BM 3 ELEV = 2,125.03'
DO NOT USE FOR CONSTRUCTION
PRELIMINARY PLANS
LEFT DITCH
PI = 17+25.00
EL = 2,114.00'
(-)0.7600%(+)2.4561%
VC = 500'
K = 155
V = 60 mph
RCBC
3@11'X6'
PROPOSED
EL = 2,116.85'
-L- STA. 13+50.00
BEGIN GRADE
EXISTING GROUND
PROPOSED GRADE
EL = 2,121.00'
-L- STA. 20+10.00
END GRADE
EL. 2113.00STA. 14+00 2' BASE DITCHBEG SPEC. LAT. (-)1.0000%El.=2,111.00PI=16+00(-)0.5000%2' BASE DITCHEND SPEC. LAT. EL. 2110.45STA. 17+10 REMOVED
TO BE
BRIDGE
EXISTING
=NWS=2109.3
WSEL ON 3-31-2015
DESIGN DISCHARGE
DESIGN FREQUENCY
BASE DISCHARGE
CFS
YRS
YRS
BASE FREQUENCY
OVERTOPPING ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE CFS
CFS
YRS
FT
FT
FT
DESIGN HW ELEVATION
BASE HW ELEVATION
CULVERT HYDRAULIC DATA
= 1000
= 25
= 2113.8
= 1400
= 100
= 2115.9
= 1400
= 100
Sta. 15+93 -L-
= 2115.9
2110
2120
=2109.3
= NWS
3-31-2015
WS ON
WATER SURFACE
STREAM BED
TO BE REMOVED
EXISTING BRIDGE
BEVELED HW
TB LT
TB RT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4d B-4823 $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
100 50 50 100
12.5 25 50 25 0
PLANS
SHEET 6 OF 7
PERMIT DRAWING
0
SLOPE=1.25%
CL INV=2107.0
2:1 NORMAL
9/13
INLET AND OUTLET
SILLS AT
(NOT TO SCALE)
PLAN VIEW
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
BENCH
FLOODPLAIN BENCH
FLOODPLAIN
AND FLOOD PLAIN BENCH
LOW FLOW CHANNEL,SILLS
MULTI- BARREL CULVERT
SILL HEIGHT
BACK FILL WITH NATIVE MATERIAL TO
BENCH
FLOODPLAIN
BENCH
FLOODPLAIN
ABOVE BANK FULL.
3) DO NOT SET ELEVATION OF HIGH SILLS
SEPARATELY AND ATTACHED BY DOWELS.
2) SILLS ARE TO BE 1.0 FT. WIDE, CAST
PERMIT CONDITIONS.
THE ENGINEER AND MAY BE SUBJECT TO
MATERIAL IS SUBJECT TO APPROVAL BY
FLAT SURFACE FOR ANIMAL PASSAGE. NATIVE
ON TOP TO FILL VOIDS AND PROVIDE A
BARREL(S), NATIVE MATERIAL SHOULD BE PLACED
USED TO LINE THE HIGH FLOW CULVERT
FLOW CULVERT BARREL(S). IF RIP-RAP IS
THE NATIVE BED MATERIAL IN THE HIGH
BARREL. RIP-RAP MAY BE USED TO SUPPLEMENT
BE USED TO LINE THE LOW FLOW CULVERT
EXCAVATED FROM THE STREAM BED MAY
CONSTRUCTION. ONLY MATERIAL THAT IS
FLOODPLAIN AT THE PROJECT SITE DURING
EXCAVATED FROM THE THE STREAM OR
MATERIAL CONSISTS OF MATERIAL THAT IS
CONTINUOUS LOW FLOW CHANNEL. NATIVE
IN THE CULVERT SHALL PROVIDE A
1) NATIVE MATERIAL BETWEEN SILLS
*NOTES:
6'
1'
SILL
HIGH
SILL
HIGH
2'2'
11'
11'
11'
DETAIL
2' INSET (TYP.)
2' INSET (TYP.)
2' SILL 2' SILL
1' SILL1' SILL
2' SILL 2' SILL
2:
1
NG
NG
2:1NOT TO SCALE
INLET & OUTLET CHANNEL DETAIL
BANKS (TYP.)
ON STREAM
CL 'I' RIP-RAP (TYP.)
GEOTEXTILE
CL 'I' RIP-RAP
BENCH
FLOODPLAIN
PLACE NATIVE MATERIAL ON TOP TO FILL VOIDS.
MATERIAL IS NEEDED FOR THE BENCH, USE CL 'I' RIP-RAP AND
MATTING AND THE PERIMETER LINED WITH CL 'I' RIP-RAP. IF FILL
*THE FLOODPLAIN BENCH SHALL BE COVERED WITH COIR FIBER
EST COIR FIBER=140 SY
EST FILL=0 CY
EST EXCAV.=135 CY
FLOODPLAIN BENCH
11'
11'
11'
1'=NWS=2109.3WSEL ON 3-31-2015
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 17+15/17+40 -L- 3 @ 11' x 6' RCBC 0.02 42 STREAM STABILIZATION 0.02 65 IMPERVIOUS DIKE 0.02 58 TOTALS*: 0.04 0.02 107 58 0*Rounded totals are sum of actual impactsNOTES:Revised 2013 10 24SHEET 7OF 7 WETLAND PERMIT IMPACT SUMMARYWETLAND IMPACTS SURFACE WATER IMPACTSTRANSYLVANIA COUNTYB-482338593.1.2NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS9-20-17