2022-04-25_R-2822B Redline Drainage Plans

SU-40AASHTO 2018 (US)SU-40AASHTO 2018 (US)(c) 2022 Transoft Solutions, Inc. All rights reserved.SU-40AASHTO 2018 (US)
(c) 2022 Transoft Solutions, Inc. All rights reserved.SU-40
AASHTO 2018 (US)(c) 2022 Transoft Solutions, Inc. All rights reserved.
SU-40AASHTO 2018 (US)(c) 2022 Transoft Solutions, Inc. All rights reserved.
VICINITY MAP
N.T.S.
D
T
V
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ADT
ADT
FUNC CLASS =
PROJECT LENGTH
RIGHT OF WAY 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.09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NA0
PROFILE (HORIZONTAL)
PLANS
PROFILE (VERTICAL)
0
$$$$$$SYSTIME$$$$$NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
LETTING DATE:
PROJECT ENGINEER
NIKKI HONEYCUTT, PE

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
PROJECT DESIGNER
MPH
KTIP PROJECT:2018 STANDARD SPECIFICATIONS
ENGINEER
HYDRAULICS
ENGINEER
DESIGN
ROADWAY
CONTRACT: 4 824
-L-
NC 143
-L-
NC
143
(SR 1127)CHEROHALA SKWY
-L-NC 143GRAHAM COUNTY
R-2822B-L-NC 143
(S
R 1127)
C
HE
R
O
H
AL
A S
K
WY -L-NC 143(SR 1127)
CHEROHALA SKW Y-L-NC 143-DR4-DUMP
SI
TE-Y5-MASSEY BRANCH RD-Y2-
BUCHANNAN BRANCH RD-LONG HUNGRY RD--Y1--LONG HUNGRY BRANCH--Y4-IU GAP RD
-Y3-
SNOWBIRD RD
-DR3-
-DR2-
R-2822B
TOTAL LENGTH OF TIP PROJECT R-2822B = 4.154 MILES
LENGTH STRUCTURE TIP PROJECT R-2822B = 0.034 MILES
LENGTH ROADWAY TIP PROJECT R-2822B = 4.188 MILESSANTEETLAH LAKEWEST BUFFALO CREEKTO JOYCE KILMER RD TO ROBBINSVILLE
BEGIN TIP PROJECT R-2822B
-L- POT STA. 18+60.00
-L- POT STA. 239+70.00
END TIP PROJECT R-2822B
45
MAY 13, 2022
TO NC-143 BUSINESS WEST OF ROBBINSVILLE
LOCATION: NC 143 (CHEROHALA SKYWAY) FROM WEST BUFFALO CREEK
TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURE,
CULVERTS, AND RETAINING WALLS
PLANS PREPARED FOR NCDOT BY:
2024
2044
11%-13%
1%
6%*
* (TTST=1%+DUAL 5%)
2,830
4,050
50
GRAPHIC SCALES
1002550
50 1002550 -DR1-4 5 6
7
8 9 1011
121413
1516 17 1819 2021BEGIN CONSTRUCTION
-DR1- STA 12+15.00
-Y1- STA 12+55.00
END CONSTRUCTION
-Y2- STA 10+90.00
BEGIN CONSTRUCTION
-DR3- STA 13+30.00
END CONSTRUCTION
-DR2- STA 15+85.00
END CONSTRUCTION
-Y3- STA 11+65.00
END CONSTRUCTION
-Y4- STA 11+10.00
END CONSTRUCTION
-DR4- STA 10+35.00
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
-Y5- STA 12+10.00
BEGIN CONSTRUCTION
-DR6--DR7-
-DR5- STA 11+05.00
35
-DR7- STA 10+00.00
BEGIN CONSTRUCTION
-DR6- STA 11+80.00
END CONSTRUCTION
34508.1.2 STP-1127(1)PE
FEBRUARY 16, 2024
BEGIN BRIDGE
-L- POT STA 167+91 +/-
-L- POT STA 169+71 +/-
END BRIDGE
THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARY OF ROBBINSVILLE.
SUB REGIONAL TIER
MAJOR COLLECTOR
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II
ASHLEY N. BOUCHARD, PE
04/25/2022
PREPARED BY: EDWARD VANCE, PE
REDLINE DRAINAGE PLANS REDLINE DRAINAGE PLANSINCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
143
Milltown
IU G
AP R
D
MASSEY BRANCH RD
RIVERCHEO
A
H143
143
143
BUS
129
143
Robbinsville
143
BUS
143
143
Mountain
Cedar Top
Willie Knob
Hickory Gap
Axe Gap
Funnel Top
I U Gap
Log CreekLake Santeetlah
Lake Santeetlah
HUNGRY RDLONG
HUNGRY BRLONG BRANCH RD
BUCHANAN(SR 1125)SNOWBIRD RD(SR 1115)
GAP
SNOWBIRD
J
ACK BRANCH RD(S
R 1149)
CreekWright
129
ATOAH RD(SR 1114)
Atoah CreekCreekWest BuffaloPROJECT
BEGIN
W. BUFFALO RD
(SR 1148)
SANTEETLAH RDJOYCE KILMER RD(SR 1159)129
PROJECT
END NA
2
0
1
1NAD
8
3/
ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh01A.dgnBouchaA8/17/99ROADWAY DESIGN
SHEET NO.PROJECT REFERENCE NO.
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
1A
SHEET NUMBER SHEET
INDEX OF SHEETS
1
1A
1B CONVENTIONAL SYMBOLS
TITLE SHEET
PLAN SHEETS
PROFILE SHEETS
CROSS SECTION INDEX OF SHEETSX-1A
CROSS SECTIONS
22 THRU 43
X-1 THRU X-317
AND WEDGING DETAIL
TYPICAL SECTIONS, PAVEMENT SCHEDULE
R-2822B
INDEX OF SHEETS
4 THRU 21
2A-1 THRU 2A-2
DRAINAGE DETAILS2D-1
12/2/2016BouchaAR:\Hydraulics\CADD\PSH\R-2822B_hyd_psh01B.dgn4/25/20221B
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Equality Symbol
Pavement Removal
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
C
F
Existing Easement Line
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;zvW
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}Tp
Q
l
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
4
I
H
a
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
|
I
]
GAS:
Gas Valve
Gas Meter n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
d
o
A/G Water
Above Ground Gas Line
A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
?
CONC
CONC WW
vvDrainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
W
W
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
S
FLOW
*S.U.E. = Subsurface Utility Engineering
WLB
EIP BECM
CONC HW
CB
CSX TRANSPORTATION
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
SHEET NO.PROJECT REFERENCE NO.
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
DUE
AUE
CRProposed Curb Ramp
CONVENTIONAL PLAN SHEET SYMBOLS
Underground Storage Tank, Approx. Loc.
Geoenvironmental Boring
C
A
HPBExisting Historic Property Boundary
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
P
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
T
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
TC
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
T FO
U/G Water Line LOS B (S.U.E*)
U/G Water Line LOS C (S.U.E*)
U/G Water Line LOS D (S.U.E*)
W
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
TV
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
TV FO
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
G
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
FSS
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Test Hole LOS A (S.U.E.*)
STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale
UST
Contaminated Site: Known or Potential
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Secondary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
New Right of Way Line
Concrete or Granite R/W Marker
New Right of Way Line with
Concrete C/A Marker
New Control of Access Line with
New Control of Access
New Temporary Construction Easement
New Temporary Drainage Easement
New Permanent Drainage Easement
New Permanent Drainage / Utility Easement
New Permanent Utility Easement
New Temporary Utility Easement
New Aerial Utility Easement
Computed Property Corner
RIGHT OF WAY & PROJECT CONTROL:
New Right of Way Line with Pin and Cap
TUE
R-2822B
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGNNC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2A-1R-2822B
C1
PAVEMENT SCHEDULE
D1
J1
EARTH MATERIALT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TYPICAL SECTION NO. 2
C1
J1
GRADE TO THIS LINE
GRADE
POINT
0.02 0.02
EXIST. GROUND
FDPS
2:1 MAX
9' w/GR 9' w/GR
CL
T
4'
6'6'11'11'
T
FDPS
4'
0.08 0.08
D1
GRADE TO THIS LINE
T
FDPS
6'
0.08
5.5'
PROP. RETAINING WALL
POINT
GRADE
34'-0" CLEAR ROADWAY
37'-3" (OUT TO OUT)
CL
11'11'6'6'
(TYP.)
BARRIER
CONC.
JT.
CONST.
TYPICAL SECTION NO. 3 (SEE TYP. SECT. NO. 1)MATCHLINE C1
J1
D1
DETAIL 1B
GRADE TO THIS LINE
T
FDPS
6'
0.08
5.5'
PROP. RETAINING WALL
(SEE TYP. SECT. NO. 1)MATCHLINE C1
J1
D1
DETAIL 1A
MATCHLINE (SEE DETAIL 1A)MATCHLINE (SEE DETAIL 1B)0.02
0.02
"2
11'-7 "2
11'-7
TYPICAL SECTION NO. 1
C1
J1
GRADE TO THIS LINE
GRADE
POINT
0.02 0.02
EXIST. GROUND
FDPS
2:1 MAX
9' w/GR 9' w/GR
GRADE TO THIS LINE
CL
4'
6'6'11'11'
T
FDPS
4'
0.08 0.08
D1
MATCHLINE (SEE DETAIL 1A)MATCHLINE (SEE DETAIL 1B)WEDGINGW
U EXISTING PAVEMENT
U W
C1 D1
J1
VARIESVARIES
6"
6"
6"
6"
T 6"
6"
-L- SANTEETLAH ROAD (NC-143)
-L- SANTEETLAH ROAD (NC-143)
-L- SANTEETLAH ROAD (NC-143)
-L- Sta. 167+91 +/- TO 169+71 +/-
BRIDGE #13 OVER SNOWBIRD CREEK
-L- Sta. 98+0.00 TO 102+06.72
ALL PAVEMENT EDGES ARE 1:1, UNLESS OTHERWISE NOTED.
(ASSUMED)
/// /// /// ///
MIN.
E2
3"MIN.
2.5"
MIN.
2.5"
MIN.
3"
Detail Showing Method of Wedging
C EXISTING PAVEMENTL
D2 D1
C1
E2
E1
E2
C2
YD. IN EACH OF THE TWO LAYERS.
TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
YD., PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS
TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE,
456 LBS. PER SQ. YD.
COURSE, TYPE I19.0C, AT AN AVERAGE RATE OF
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE
D2
LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH.
PER SQ. YD., PER 1" DEPTH, TO BE PLACED IN LAYERS NOT
COURSE, TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE
PER SQ. YD.
TYPE B25.0C, AT AN AVERAGE RATE OF 456 LBS.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE,
LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH.
PER SQ. YD., PER 1" DEPTH, TO BE PLACED IN LAYERS NOT
TYPE B25.0C, AT AN AVERAGE RATE OF 114 LBS.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE,
PROP. 4" AGGREGATE BASE COURSE
11"
11"11"
*NOTE: SLOPES STEEPER THAN 2:1 WILL BE USED WHERE APPROVED BY GEOTECH
*NOTE: SLOPES STEEPER THAN 2:1 WILL BE USED WHERE APPROVED BY GEOTECH
4
:1
EXIST. GROUND
2:1 MAX*
12'
12'
4
:1EXIST. GROUND
2:1 MAX*
0.02
0.02
MILL TO KEY IN
1.5" (MIN")
C2
W
U
UINCIDENTAL MILL 25' OR AS DIRECTED BY ENGINEER
TO BE USED AT ALL TIE-IN LOCATIONS
Detail Showing Incidental Milling
V INCIDENTAL MILLING
V
-L- Sta. 227+00.00 TO 239+70.00
-L- Sta. 219+50.00 TO 224+00.00
-L- Sta. 211+25.00 TO 216+50.00
-L- Sta. 199+00.00 TO 210+00.00
-L- Sta. 185+50.00 TO 190+50.00
-L- Sta. 169+71 +/- (BR) TO 177+25.00
-L- Sta. 157+50.00 TO 167+91 +/- (BR)
-L- Sta. 146+00.00 TO 156+00.00
-L- Sta. 136+00.00 TO 138+25.00
-L- Sta. 105+00.00 TO 113+50.00
-L- Sta. 99+00.00 TO 103+00.00
-L- Sta. 90+00.00 TO 95+25.00
-L- Sta. 80+75.00 TO 89+25.00
-L- Sta. 75+00.00 TO 78+00.00
-L- Sta. 58+75.00 TO 68+75.00
-L- Sta. 55+00.00 TO 58+25.00
-L- Sta. 42+00.00 TO 51+00.00
-L- Sta. 33+50.00 TO 39+00.00
-L- Sta. 224+00.00 TO 227+00.00
-L- Sta. 216+50.00 TO 219+50.00
-L- Sta. 210+00.00 TO 211+25.00
-L- Sta. 190+50.00 TO 199+00.00
-L- Sta. 177+25.00 TO 185+50.00
-L- Sta. 156+00.00 TO 157+50.00
-L- Sta. 138+25.00 TO 146+00.00
-L- Sta. 113+50.00 TO 136+00.00
-L- Sta. 103+00.00 TO 105+00.00
-L- Sta. 95+25.00 TO 99+00.00
-L- Sta. 89+25.00 TO 90+00.00
-L- Sta. 78+00.00 TO 80+75.00
-L- Sta. 68+75.00 TO 75+00.00
-L- Sta. 58+25.00 TO 58+75.00
-L- Sta. 51+00.00 TO 55+00.00
-L- Sta. 39+00.00 TO 42+00.00
-L- Sta. 18+60.00 TO 33+50.00
-L- Sta. 226+50.00 TO 230+00.00
-L- Sta. 207+00.00 TO 213+50.00
-L- Sta. 183+00.00 TO 185+50.00
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGNNC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
R-2822B
TYPICAL SECTION NO. 4
C1
J1
GRADE TO THIS LINE
GRADE
POINT
0.02 0.02
EXIST. GROUND
FDPS
2:1 MAX
GRADE
POINT
9' w/GR 9' w/GR
0.02
J1
D1 C1
0.08 0.02
CL
CL
T
T
GRADE TO THIS LINE
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED4'6'6'11'11'
2'
T
FDPS
4
:1
EXIST. GROUND
2:1 MAX0.08 0.08
0.08
T
4
:1 2:1 MAX EXIST. GROUND
4'2'
D1
EXIST. GROUND 2:1 MAX
-Y5- MASSEY BRANCH ROAD (NC-143)
-Y1- LONG HUNGRY BRANCH
6"
6"
6"
6"
11"
11"
GRADE
POINT
0.02
J1
D1 C1
0.08 0.02
CL
T
GRADE TO THIS LINE
2'
0.08
T
4
:1 2:1 MAX EXIST. GROUND
4'2'
EXIST. GROUND 2:1 MAX
6"6"
-Y4- Sta. 10+11.80 TO 11+10.00
-Y3- Sta. 10+50.00 TO 11+65.00
-Y4- IU GAP ROAD
-Y3- SNOWBIRD ROAD
U W
VARIES VARIES
J1
C1 D1
11"11"
C1
PAVEMENT SCHEDULE
D1
J1
EARTH MATERIALT
W
U EXISTING PAVEMENT
(ASSUMED)
E1
E2
C2
YD. IN EACH OF THE TWO LAYERS.
TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ.
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE,
THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH.
YD., PER 1" DEPTH, TO BE PLACED IN LAYERS NOT LESS
TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE,
456 LBS. PER SQ. YD.
COURSE, TYPE I19.0C, AT AN AVERAGE RATE OF
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE
D2
LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH.
PER SQ. YD., PER 1" DEPTH, TO BE PLACED IN LAYERS NOT
COURSE, TYPE I19.0C, AT AN AVERAGE RATE OF 114 LBS.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE
PER SQ. YD.
TYPE B25.0C, AT AN AVERAGE RATE OF 456 LBS.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE,
LESS THAN 3" IN DEPTH OR GREATER THAN 5.5" IN DEPTH.
PER SQ. YD., PER 1" DEPTH, TO BE PLACED IN LAYERS NOT
TYPE B25.0C, AT AN AVERAGE RATE OF 114 LBS.
PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE,
PROP. 4" AGGREGATE BASE COURSE
WEDGING (SEE DETAIL SHEET 2A-1)
2A-2
4'*4'*
-Y5- Sta. 13+00.00 TO 15+43.95
-Y1- Sta. 10+11.00 TO 12+00.00
TYPICAL SECTION NO. 5
C1
J1
GRADE TO THIS LINE
GRADE
POINT
0.02 0.02
EXIST. GROUND
FDPS
2:1 MAX
9' w/GR 9' w/GR
CL
T
4'6'6'11'11'
T
FDPS
4:1
EXIST. GROUND
2:1 MAX0.08 0.08
D1
-Y5- MASSEY BRANCH ROAD (NC-143)
-Y1- LONG HUNGRY BRANCH
6"6"
4'*4'*
11"
U
11"
VARIES VARIES
C1 D1
J1
GRADE TO THIS LINE
GRADE TO THIS LINE
-Y5- Sta. 12+10.00 TO 13+00.00
-Y1- Sta. 12+00.00 TO 12+55.00
*NOTE: 0' FDPS ON -Y1-
*NOTE: 0' FDPS ON -Y1-
CL
TYPICAL SECTION NO. 6 TYPICAL SECTION NO. 7
-DR5-
-DR4-
-Y3- SNOWBIRD ROAD
-Y2- BUCHANAN BRANCH ROAD
-DR5- Sta. 11+05.00 TO 12+17.16
-DR4- Sta. 10+35.00 TO 11+57.72
-Y3- Sta. 10+16.50 TO 10+50.00
-Y2- Sta. 10+90.00 TO 16+77.15
-DR7-
-DR6-
-DR3-
-DR2-
-DR1-
GRADE
POINT
0.02
J1
D1 C1
0.08 0.02
T
GRADE TO THIS LINE
2'
0.08
T
4
:12:1 MAX EXIST. GROUND
4'2'
EXIST. GROUND 2:1 MAX
6"6"
11"
TYPICAL SECTION NO. 6
-DR7- Sta. 10+00.00 TO 12+28.37
-DR6- Sta. 10+11.00 TO 11+70.00
-DR3- Sta. 10+05.00 TO 13+30.00
-DR2- Sta. 10+11.00 TO 15+85.00
-DR1- Sta. 12+15.00 TO 13+56.66
5'5'10'10'10'10'
ALL PAVEMENT EDGES ARE 1:1, UNLESS OTHERWISE NOTED.
V INCIDENTAL MILLING
W
{FLOW
A
A
30°
20° TO
BANKFULLBANKFULLWIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
BBFLOW
{
FLOW
{
HEIGHT LENGTH WIDTHSTATION

POOL

4% TO 10% SLOPE
BOULDER DIMENSIONS (FT)
MINIMUM
2'
MINIMUM
2'LOWER
BANKFULL OR SLIGHTLY
ELEVATION EQUAL TO
MINIMUM OF AT AN
KEY IN VANE TO BANK
ROCK
FOOTER
ROCK
HEADER
DIRECTION OF ENGINEER
POOL EXCAVATED PER
PLAN VIEW
#57 STONE
SECTION B-B
SECTION A-A
BACKFILL, TYP.
#57 STONE
BANKFULL
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
ROCKS
FOOTER
ROCKS
HEADER
BED
BANKFULL ELEVATION
TIE VANE ARM INTO
5) POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
DIRECTION OF THE ENGINEER.
4) COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
BETWEEN HEADERS AND FOOTERS.
3) CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
2) DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
VANE ARM TIES INTO BANKFULL.
1) DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
NOTES:
ROCK CROSS VANE DETAIL
NOT TO SCALE
BACKFILL, TYP.
#57 STONE EXCAVATED POOL
BED
OF THE FOOTER ROCK
A MINIMUM OF 1/3 WIDTH
SET HEADER ROCK BACK
ELEVATION
SEE PROFILE FOR
HEADER ROCK, TYP.
CONSTRUCTION
FOR ROCK CROSS VANE
EXCAVATED TRENCH

GEOTEXTILE
GEOTEXTILE
GEOTEXTILE
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
PAVEMENT DESIGNNC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
R-2822B
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
2D-1
1940194019401940
1940
1940
1940
1
9
4
0
1940
1940194019401940194019401940194019401940194019401940194019401940195019501950195019501950195019501950195019501950195019501
9
5
019501950
1950
1950195019501950
1950195019501960
1960196019601960
1960
1
9
6
0
19601960
1960
1960
196019601960196019601960196019601960196019601960196019601960196019701970
1970
1970
1970
1970197019701970
1970197019701970197019701970197019701970197019701970197019701970
1
9
7
0
198019801980198019801980198019801980198019801980198019801980198019801980
1980
198019
8019801980
1980199019901990199019901990199019901990199019901990199019901990199019901990
1990
1990
19901990
1990
200020002000200020002000200020002000200020002000200020002000
2
0
0
0200020002000
2000
20102010201020102010201020102010201020102010201020102010
20102010
201020202020202020202020202020202020202020202020202020202020
2020
2030203020302030203020302030203020302030203020402040204020402040204020402040204020402050205020502050205020502050205020502050206020602060206020602060206020602060206020702070207020702070207020702070207020802080208020802080209020902090209020902100210021002100211021102120CB
TOP=1956.98'INV=1953.65'18" CMPINV=
19
5
1
.19'
24" CM P
INV=1949.73'
INV=1944.27'
18" CMP
18" CMP
B
S
T
MTL
MTLCB
WOOD
S
WOODS
GR
BL
-2
HW
CONC.
INV=1950.56
'
INV=1944.94
'
HW
CONC.
WOODS
GR
WOODS
INV=1945.66'
INV=1942.25'
18" CMP
GR
B
L
-4BL-3
MTL
SPIKE SET IN BASE OF 18" POPLAR
-BL- STA 16+79.00 20
' LT
BM-2 ELEV. 1951.37
'
TRACT 1047
UNITED STATES FOREST SERVICE
TRACT 1047
UNITED STATES FOREST SERVICE20 2530PT -L- Sta. 23+16.61PC -L- Sta. 24+40.65PT -L- Sta. 26+45.67PC -L- Sta. 27+86.45PT -L- Sta. 30+22.23PC -L- Sta. 18+61.61301
1
CHORD.0472.0189.04.04.03.02.01.00.01.02.03.04.05.06.06.02.03.04.02+38.4518'
TYP
21'
INC
+72.61PROP LOW POINT
ELEV = 1951.76'
-L- STA 26+80.99
-L- POT STA 18+60.00
BEGIN TIP PROJECT R-2822B
GREU TL-3
)YAWYKS ALAHOREHC( 341 CN
-L-11'11'11'11'4'PS4'PS4'PS6'PS6'PS8:1
+00.14
18.00'
8:1
(WEST BUFFALO RD.)
SR 1148
30" RCP-III30"
OTCB 2GI 24" RCP-III36" RCP-IIIHW
18"OEP
w/MH
TB JB
DDE = 35 CY
SEE DETAIL 4-2
BERM 'V' DITCH
401
408
406
411
409
402
403
404
405
407
410
INV=1945.7
TOP=1951.2INV=1946.2
TOP=1951.5
INV=1947.2
TOP=1952.4
INV=1947.2
TOP=1954.1 INV=1944.2
TOP=1952.4 W/ ELBOWS36" CSPFLOWABLE FILL
FLOWABLE FILLFLOWABLE FILLREMOVE
RET
AI
NINV=1936.0
w/MH
TB JB
INV=1937.0
INV=1937.0
FS
50-yr. HW/D=1.03
50-yr. HW/D=0.82
2GI-A
2GI-A
INV=1944.5
INV=1947.5
INV=1948.8
TOP=1951.5
15"W/ ELBOWS24" CSPSEE DETAIL 4-1
SPECIAL CUT DITCH
SEE DETAIL 4-1
SPECIAL CUT DITCH
SEE DETAIL 4-1
SPECIAL CUT DITCH
SEE DETAIL 4-3
EST. 12 SY GEOTEXTILE
EST. 10 TONS CLASS 'I' RIPRAP
SPECIAL CUT DITCH
SEE DETAIL 4-4
EST. 48 SY GEOTEXTILE
EST. 33 TONS CLASS 'B' RIPRAP
SPECIAL CUT DITCH
SEE DETAIL 4-5
EST 58 S.Y. GEOTEXTILE
EST. 32 TONS
BANK ONLY
CLASS 'II' RIP RAP
EST 32 S.Y. GEOTEXTILE
EST. 13 TONS
CLASS 'II' RIP RAPEST 46 S.Y. GEOTEXTILE
EST. 20 TONS
CLASS 'II' RIP RAP
401A
JB w/ MH
INV=1939.2
TOP=1944.1
407A
w/MH
JB
INV=1938.3
TOP=1942.7
30"
Flatter4:1 or
DVaries
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 23+00 TO -L- STA. 24+50 RT
FROM -L- STA. 21+00 TO -L- STA. 22+50 RT
FROM -L- STA. 18+60 TO -L- STA. 20+63 RT
DETAIL 4-1
Min. D= 3Ft.
Ground
Natural Slope
Ditch
Front
Varies D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 26+00 TO -L- STA. 26+35 RT
DETAIL 4-3
Max. d= 1.5Ft.
Min. D= 3Ft.
Type of Liner= CL-I Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile Varies D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 26+35 TO -L- STA. 27+80 RT
DETAIL 4-4
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 4-5
-L- STA. 26+50 LT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Class II Rip-Rap
d= 3Ft.
Length= 25Ft.EXI
STI
NG BANKEXISTING BANKMIN. 2:1 TO TIEMI
N. 2:1 TO TI
Ed
30"Varie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 28+20 TO -L- STA. 30+00 RT
DETAIL 4-2
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
24"0
.35%4.33%INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh04.dgnBouchaA4R-2822BScale : 50
MATCHLINE -L- STA 30+00 (SHEET 4)SEE SHEET 22 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011RDWY GRD.
4.36%
RDWY GRD.
1.02%SAG26+80.99 -L-C
C
C
F
C
C
C
F
FF
C
C
F
C
F
1940
194019401950195019501950195019501950
1
9
5
0
1950
1960
19601
9
6
0
196019601960
1960196019601960196019601960196019601960 1960
1970
19701970
1970
197019701970197019701970197019701970197019701970
197019701970
1
9
7
0
198019801980198019801980198019801980198019801980
1980
1980
1980
19801980
1980
1980
1980
1980
19901990199019901990199019901990199019901990199019901990
1990
1990199019901990
199019901990
19901990
2000200020002000200020002000200020002
0
0
0 20002000200020002000
2000
2000
2000
20002000200020002
0
0
02000
201020102010201020102010201020102010201020102010 20102010201020102010
2010
2010
20102010
2
0
1
0
20102010
2010
2020202020202020202020202020202020202
0
2
02020 202020202020202020202020
2020
2020
202020202
0
2
0
2020
2030203020302030203020302030203020302030
20302030 2030203020302030
2030
2030
2030
2030
204020402040204020402040204020402040204020402040204020402040204020402040
2050205020502050205020502050205020502050205020502050205020502050
20502050
2050 20602060206020602060206020602060206020602060206020602060
2060 2060207020702070207020702070207020702070207020702070207020702070
2070 20702080208020802080208020802080208020802
0
8
0 208020802080
2080 208020902090209020902090209020902
0
9
02090 20902090
2090 2090210021002100210021002100210021002
1
0
0 2100
2100
21102110211021102110211021102110
2
1
1
0 2110 21102120212021202120212021202120
2130213021302130213021302130
21402140214021402140
21502150216036" CMPWOODSWOODSWOODS
WOODS
INV=1987.55'
INV=1982.82'GRBL-5BL-6
30" CMP
BL-732.00'MA
INTA
INED
R
/W
MA
INTA
INED
R
/W
NC
143
SANTEETLAH
RD
.SPI
KE SET I
N BASE OF 16" POPLAR
-BL- STA 29+21.00 12' LTBM-3 ELEV. 1975.75'
TRACT 1047
UNITED STATES FOREST SERVICE
TRACT 1047
UNITED STATES FOREST SERVICE303540PT -L- Sta. 30+22.23PC -L- Sta. 36+77.56PT -L- Sta. 38+81.45301
1
1
.05.04.03.02.01.00.01.02.02.03.04.05.06.06.05.04.03.02.02.01.00.01.00.01.01.0218'+40.23TYP
18'
TYP
18'
TYP +81.45+59.56GREU
TL
-3-L
-NC
143
(CHEROHALA
SKYWAY
)GREU TL-311'11'11'11'4'PS6'PS8:17'PS+50.00
18.00'
8:1
7'PS18.00'
+97.93 4'PS6'PS15"
HW
2GI
2GI
JB w/MH
JB w/MH
24" RCP-
III
2GI
BDO
BDORCP
-III15
" w/MH
TB JB
DDE = 575 CY
SEE DETAIL 5-2
2' LATERAL BASE DITCH
DDE = 38 CY
SEE DETAIL 5-3
BERM 'V' DITCH
DDE = 20 CY
SEE DETAIL 5-3
BERM 'V' DITCH
DDE = 13 CY
SEE DETAIL 5-3
BERM 'V' DITCH
502
501
504
503
505
509
506
507
508
510
511
512
INV=1956.8
TOP=1962.6
INV=1988.5
TOP=1991.7
INV=1991.4
TOP=1994.6
INV=1983.3
TOP=1989.2
INV=2014.3
TOP=2021.2
INV=2014.5
TOP=2018.0W/ ELBOWS15" CSPW/ ELBOWS24" CSPW/ ELBOWS18" CSPINV=1969.4
INV=1944.0
DDE = 20 CY
SEE DETAIL 5-3
BERM 'V' DITCH FLOWABLE FILLINV=1955.2
INV=1956.8
INV=1983.2
REMOVEFS
50-yr. HW/D=0.90
50-yr. HW/D=0.48
=0.31
50-yr. HW/DW/ SILL AT BOTH ENDS54" RCP-IV (BURIED 1')500a
500
INV=1960.8
TOP=1967.0
INV=1961.0
TOP=1963.8W/ ELBOWS18" CSP 18" RCP-III18" CSP
INV=1964.0
2GI 2GI
w/MH
TB JB
18"
24"W/ ELBOWS18" CSPDDE = 200 CY
SEE DETAIL 5-4
EST. 112 SY GEOTEXTILE
EST. 76 TONS CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
Ground
Natural
Ground
Natural
Exist. Channel
Fill Slope
Proposed
b= 5Ft.
B= 4Ft.
Max. d= 2Ft.
Min. D= 2Ft.
DETAIL 5-1
SEE DETAIL 5-6
EST. 110 SY GEOTEXTILE
EST. 55 TONS CLASS 'II' RIPRAP
RIP RAP AT EMBANKMENT
SEE DETAIL 5-5
SPECIAL CUT DITCH
Matting
Coir Fiber
Geotextile
EST 20 S.Y. GEOTEXTILE
EST. 8 TONS
CLASS 'I' RIP RAP
DDE = 70 CY
SEE DETAIL 5-1
EST. 270 SY GEOTEXTILE
EST. 95 SY COIR FIBER MATTING
EST. 135 TONS NATURAL CHANNEL SUBSTRATE
WITH 4' BASE
PROPOSED CHANNEL CHANGE
DDE = 50 CY
SEE DETAIL 5-1
EST. 135 SY GEOTEXTILE
EST. 70 SY COIR FIBER MATTING
EST. 50 TONS NATURAL CHANNEL SUBSTRATE
WITH 4' BASE
PROPOSED CHANNEL CHANGE
DDE = 70 CY
SEE DETAIL 5-1
EST. 200 SY GEOTEXTILE
EST. 70 SY COIR FIBER MATTING
EST. 100 TONS NATURAL CHANNEL SUBSTRATE
WITH 4' BASE
PROPOSED CHANNEL CHANGE
DDE = 50 CY
SEE DETAIL 5-1
EST. 135 SY GEOTEXTILE
EST. 70 SY COIR FIBER MATTING
EST. 50 TONS NATURAL CHANNEL SUBSTRATE
WITH 4' BASE
PROPOSED CHANNEL CHANGE
DDE = 1250 CY
SEE DETAIL 5-1
EST. 135 SY GEOTEXTILE
EST. 70 SY COIR FIBER MATTING
EST. 50 TONS NATURAL CHANNEL SUBSTRATE
WITH 4' BASE
PROPOSED CHANNEL CHANGE
500B
INV=1946.6
TOP=1950.5
w/MH
JB Varie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 41+50 TO -L- STA. 42+00 RT
FROM -L- STA. 31+00 TO -L- STA. 33+00 RT
FROM -L- STA. 30+00 TO -L- STA. 30+50 RT
DETAIL 5-3
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
Flatter4:1 or
DVaries
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 38+00 TO -L- STA. 38+50 RT
DETAIL 5-5
Min. D= 3Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 34+50 TO -L- STA. 36+00 RT
DETAIL 5-2
b= 5Ft.
B= 2Ft.
Min. D= 1.5Ft.
Ground
Natural
Slope
Fill
b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 36+72 TO -L- STA. 38+00 RT
DETAIL 5-4
b= 5Ft.
B= 2Ft.
Max. d= 1.5Ft.
Min. D= 1.5Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 36+20 TO STA. 36+35 RT
FROM -L- STA. 36+00 TO STA. 36+15 RT
DETAIL 5-6
Grade
Ditch
2' min.
GEOTEXTILE
Type of Liner= CL-II Rip-Rap
10'min.
1.0'min.
ROCK CROSS VANES AT 25' INTERVALS (SEE DETAIL ON SHEET 2D-1 )
TO A THICKNESS OF 18”
EXISTING CHANNEL AND USE TO LINE PROPOSED CHANNEL BOTTOM
NOTE: REMOVE 18” OF NATURAL CHANNEL BOTTOM MATERIAL FROM
NATURAL CHANNEL SUBSTRATE BASE:
Type of Liner=COIR FIBER MATTING SIDE SLOPES
FROM -L- STA. 37+06 TO -L- STA. 38+22 RT
FROM -L- STA. 39+50 TO -L- STA. 41+15 LT
FROM -L- STA. 37+00 TO -L- STA. 38+00 LT
FROM -L- STA. 36+34 TO -L- STA. 36+80 RT
FROM -L- STA. 34+50 TO -L- STA. 36+00 LT
18"TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
O
O4
.33%
4.67%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh05.dgnBouchaAR-2822BScale : 50 5
MATCHLINE -L- STA 42+00 (SHEET 6)MATCHLINE -L- STA 30+00 (SHEET 4)SEE SHEET 23 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD
8
3 / NA
2
0
1
1
F
C
C
C
F
F
C
F
C
C
F
F
F
F
19801980
19801980
1990199019901990
19901990200020002000
20002000200020002000200020002000
2000
200020102
0
1
020102010
20102010201020102010201020102010 2010
2010
2010
2
0
1
0
2010202020202020202020202020
2020 202020202020202020202020 20202020
2020
2020
2020
2
0
2
0
2020
2020
2030 20302030203020302030203020302030203020302030 2
0
30
2030
2 0 3 0
20302030
2030
2030
2030
20302
0
3
0 203020302
030
2
0
3
0
2030
20302040 204020402040204020402040204020402040 204020402
0
4
0
2040 2040204020402040
2040
204020402040204020402
0
4
020402040
205020502050205020502050205020502050205020502050
205020
5
0
2050
2050205020502
0
5
02050
205020502050
2050
2
0
5
0
205020502050
20602060
2060 206020602060206020602060206020602060206020602060
2
0
6
0
20602060
2060
2060 2060206020602060 206020602
0
6
0
20702070207020702070207020702070207020702070
2070207020702070207020702
0
7
0
2070 2070 207020702070
20702
0
7
0
208020802080208020802080208020802080208020802080
20802
0
8
0
208020802080 208020802080209020902090209020902090209020902090
20902090
2
0
9
0
20902090 209020902090
2100210021002100210021002100210021002100
21002
1
0
0
2
1
0
0
2100 2100210021102110 211021102110211021102110211021102
1
1
0
21102110
212021202120212021202120212021202120
21202120
21302130 21302130213021302130213021302140214021402140214021402140
21402 1 5 0 21502150215021502150
2150215021602160216021602160216021602170217021702170217021702180218021802180WOODS
WOODS
BST
GR
SOIL
WO
O
DS WO
O
DS
S
3
0°0
3'20" E335.0
0'
BL-8
MTL.
BL-9
BL-10
SPIKE SET IN BASE OF 42" DOUBLE RED OAK
-BL- STA 42+97.00 36' LT
BM-4 ELEV. 2047.99'
BY2-62
18" CMP
GRTRACT 1047
UNITED STATES FOREST SERVICE
TRACT 1047
UNITED STATES FOREST SERVICE
10
4550PC -L- Sta. 43+92.91PT -L- Sta. 46+21.70PC -L- Sta. 49+89.52P
C -
D
R1-
Sta. 12
+12.13
P
T -
D
R1-
Sta. 11+53.72
POT -DR1- Sta. 10+00.00
PC -DR1- Sta. 10+47.34
PT Sta. 13+41.98
1
1
1.02.01.00.01.02.03.04.05.06.06.05.04.03.02.01.00.01.02.02.01.00.01.02.03.04.05.0621'
TYP
+50.9121'
TYP
+05.7018'
TYP
+53.52GREU TL-3
PROP HIGH POINT
ELEV = 2042.45'
-L- STA 45+62.14
-L-
NC 143 (CHEROHALA SKYWAY)-DR1--DR1- POC STA 12+15.00
BEGIN CONSTRUCTION
-DR1- POT STA 13+67.66
-L- POC STA 46+04.58 =
GREU TL-3DR YRGNUH GNOL
11'11'
10'
10
'11'11'4'PS7'PS4'PS
6'PSPS7'8:1
8:1
20'R 20'R
18.00' LT
+50.00
18.14' LT
+00.01
15"
BDO
BDO BDO
BDO
DDE = 13 CY
SEE DETAIL 6-1
BERM 'V' DITCH
DDE = 15 CY
SEE DETAIL 6-1
BERM 'V' DITCH
DDE = 10 CY
SEE DETAIL 6-1
BERM 'V' DITCH
DDE = 10 CY
SEE DETAIL 6-1
BERM 'V' DITCH DDE = 23 CY
SEE DETAIL 6-1
BERM 'V' DITCH
DDE = 37 CY
SEE DETAIL 6-1
BERM 'V' DITCH
DDE = 50 CY
SEE DETAIL 6-1
BERM 'V' DITCH
602
601
604
603
606
605
608
607
610
611
W/ ELBOWS18" CSPW/ ELBOWS18" CSPDDE = 8 CY
SEE DETAIL 6-1
BERM 'V' DITCH
DDE = 5 CY
SEE DETAIL 6-1
BERM 'V' DITCH
BDO
W/ ELBOWS
18" CSP
W/ ELBOWS
18" CSP
W/ ELBOWS
18" CSP
INV=2027.5
INV=2015.7
50-yr. HW/D=0.31
50-yr. HW/D=0.47
=0.37
50-yr. HW/D
=0.37
50-yr. HW/D
=0.21
50-yr. HW/D
609
612
613
614
INV=2055.1
INV=2019.2
TOP=2022.2
INV=2031.1
TOP=2034.1
18"
INV=2032.7
TOP=2035.7 INV=2015.1
TOP=2018.1
2GI
2GI
2GI 2GI
2GI
INV=2005.8
TOP=2008.8
18"
18"
1
8"
w/MH
TB JB
INV=1997.0
TOP=2000.0
18" RCP-III
JB w/MH
INV=1996.7
TOP=2004.8
INV=1982.8
TOP=1986.7
18"
INV=1980.0
INV=2048.9
INV=2050.6
W/ ELBOWS18" CSPW/ ELBOWS
18" CSP
2GIVarie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 49+50 TO -L- STA. 53+00 RT
FROM -L- STA. 46+50 TO -L- STA. 47+50 RT
FROM -L- STA. 43+50 TO -L- STA. 44+50 RT
FROM -L- STA. 41+50 TO -L- STA. 42+50 RT
DETAIL 6-1
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
EST 20 S.Y. GEOTEXTILE
EST. 8 TONS
CLASS 'I' RIP RAP
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE OO4.67%5.88%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh06.dgnBouchaAR-2822BScale : 50 6
MATCHLINE -L- STA 53+00 (SHEET 7)MATCHLINE -L- STA 42+00 (SHEET 5)MATCHLINE (SHEET 7)SEE SHEET 24 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD
8
3 / NA
2
0
1
1
RDWY GRD.6.48%
RDWY GRD.6.98%CREST45+62.14 -L-C
C
C
C
C
C
C
C
F
C
C
C F F
F
C
F
F
C
19501950
19501960 1960196019601960 19601960
197019701970197019701970197019701970197019701970197019701970
1970198019801980198019801980198019801980198019801980198019801980198019801980
198019801980198019801980
19801980 19901990199019901990199019901990199019901990199019901990
1990
199019901990199019901990199019901990
1990 19901990199019901990
1990
2000
2000
2000200020002000
2000 20002000200020002000
200020002000 2000200020002000200020002000200020002000200020002000200020002010201020102010201020102010201020102010201020102010201020102010201020102010 2010201020102020202020202020202020202020202020202020202020202020202020202020 202020202020
2020
20302030203020302030203020302030203020302030203020302030203020302030 2030204020402040204020402040204020402040204020402040204020402040 204020402050
205020502050205020502050205020502050205020502050205020502050206020602060206020602060206020602060206020602060206020602070207020702070207020702070207020702070207020802080208020802080208020802080208020802080209020902090209020902090209020902090210021002100210021002100210021102110211021102110212021202120212021202130213021302130213021402140214021402150215021502150215021602160216021602170217021702170
2180218015"
C
M
P15" CMP
18" CMP
I
NV=2001.69'
I
NV=2008.87'
15" CMP
24" CMP
SOILWD
DECK GR
WOODS
WOODS
BSTN
3
0°3
6'3
5" W3
3
1.9
7'N
3
0°3
7'15" W3
4
5.3
7'
S
3
0°0
3'2
0" E3
3
5.0
0'
S
3
2°
14'18" E15
5.
0
9'
S
3
2°
14'18" E17
7.7
4'
N 72°52'19" E494.31'
7.45'
N 89°03'18" E
73.20'
N 89°03'18" E
116.93'N
3
0°3
5'16" W3
9
9.7
8'N
3
0°3
4'0
9" W3
2
7.5
5'
S 75°59'40" W
475.10'
N 76°17'40" E
252.45'
N 76°17'40" E
220.21'S 07°
0
4'43
" W9
9.
4
2'S 57°11'40" W140.00'16.74'N 75°05'05" E
400.46'
N 72°15'03" E167.49'
C
O
R
NE
R #1
C
O
N
C. MO
N.
S
OIL
2
1
12.99'
N 73°57'54" E
EIP
EIP
INV=1987.78'
INV=1991.72'
BST
S
S
1SBRDSSA
T
D
I
SH
S
48°39'16" E
141.23'S 60°42'20" W49.72'HTR
WD
DECK
WD
DECK
WELL 21.98'EIP
EIP
S 15°20'20"
E
20.31'
H
WC
O
N
C.IN
V=1965.19'
48" C
MP
IN
V=1967.85'GPS-103BL-11
BL-12
BL-13
GPS-104EI
PEI
PS 15°17'19" E23.96'
AP
R
O
X. S
EP
TIC WOODSPIKE SET IN BASE OF 16" POPLAR
-BL- STA. 60+48.00 35' LT
BM-5 ELEV. 1999.10'
SPIK
E S
E
T IN
B
AS
E
OF 14" P
OP
L
A
R
-
B
L- S
T
A. 55+53.00 121' R
T
B
M-22
E
L
E
V. 1983.55'
18" C
MP
18" C MPGR
6' WD BSTS
BST
SOILS 73°08'05" W
S 60°42'20" W
60.09'
WELL
S 72°09'18" W
162.71'
18" CMP
S 48°56'42" E
7.98'
PER PLAT T-154
E.B.C.I. PARCEL NO. 244
LEONA BIRD
PER PLAT T-154
E.B.C.I. PARCEL NO. 15
PER PLAT T-154
E.B.C.I. PARCEL NO. 244
LEONA BIRD
PER PLAT T-826
E.B.C.I. PARCEL NO. 244-B
KASEY CARPENTER
PER PLAT T-826
E.B.C.I. PARCEL NO. 244-A-C
LARRY ROBERTS
PER PLAT T-154
E.B.C.I. PARCEL NO. 243
WILLIAM A. BROWN
PER PLAT T-154
E.B.C.I. PARCEL NO. 245
STANCIL JUMPER JR.
TRACT 1047
UNITED STATES FOREST SERVICE
TRACT 1047
UNITED STATES FOREST SERVICE
PER PLAT T-154
E.B.C.I. PARCEL NO. 246
AZURE JUMPER
PER PLAT T-154
E.B.C.I. PARCEL NO. 241
TRACT
CORNER#
U.S.F.S. MON.
PER PLAT T-154
E.B.C.I. PARCEL NO. 243
WILLIAM A. BROWN
PER PLAT T-154
NO. 277
E.B.C.I. PARCEL
55
606510
-L- POC STA 61+20.00 =
-DR6- POT STA 10+00.00
PRC -L- Sta. 54+34.92
PT -L- Sta. 61+90.55P
OT -Y1-
Sta. 13
+64.74
P
T -Y1-
Sta. 12
+02.98
10
POT
-DR6- St
a. 11+82.43PT
-DR6- St
a. 11+27.78PC -DR6- Sta. 11+07.11
-DR6- POT STA 11+80.00
END CONSTRUCTION
PC -Y1- Sta. 10+19.71
-DR6- POT STA 11+70.00
END PAVING
2
2
3
4
1
5
6
7
4
8
9
1
.06
.05
.04
.03
.02
.01
.00
.01
.02
.03
.04
.05
.06
.06.05.04.03.02.01.00.01.0218'T
YP
+26.92
+08.5518'
TYP
.02.01
.0
0
8
7
.0
2
4
8
.0
2.0
1
.0
2
.0
3
.0
0
.0
1.0
4
.02
.03
.04
.04
.03
.0
1+32.8015'TYP15'
TY P
+71.75-L-
PROP LOW POINT
ELEV = 1986.59'
-L- STA 57+21.78
NC 143 (CHEROHALA SKYWAY)
-Y1- POT STA 12+55.00
END CONSTRUCTION
-Y1- POT STA 10+00.00
GREU TL-3
LONG HUNGRY BRANCH-Y1-
11'11'11'11'4'
PS
6'
PS
4'PS6'PS11'11'4'PS4'PS6'PS8:1
-L- POC STA 57+25.00 =
55'R
45'R
11'
11'
11'11'
9.2'
7.2'
20'R
20'R
20'R20'R
15'R
15'R
20'R
10'R
10'
21'
11'
13'
34.27' LT.
+57.77
62' TAPER(LT & RT)AT-1
17.00'
+56.5524"HW
2GI
2GI
24"36" RCP-IVHW
HW
DDE = 17 CY
SEE DETAIL 7-1
BERM 'V' DITCH
702
701
711
710
713
712
703
707
706
704
705
INV=1980.0
TOP=1982.0
INV=1982.7
TOP=1986.0
INV=1982.8
TOP=1985.9
INV=
2007
.5
TO
P=
2014
.415"15"15"
W/ ELBOWS15" CSP
18"
REMOVE
RE
MOVER
EM
O
V
EREMOVE
REMOVEREMOVE
RETAIN
INV=1965.0
INV=1968.8
INV=1974.0
OEP
INV=1986.0
INV=2000.0
50-yr. HW/D=0.96
50-yr. HW/D=0.85
HW/D=0.54
50-yr. W/ SIL LS AT BOTH ENDS7 2 " RCP-IV (BURIE D 1 ')
INV=1997.0
TOP=2000.0
INV=1996.7
TOP=2004.8
W/ ELBOWS
18" CSP
INV=1969.0
15" RCP-III
2-48" RCP-IV(BURIED 1')INV=1987.0
INV=2006.0O
SEE DETAIL 7-6
SPECIAL CUT 2' BASE DITCH
SPECIAL CUT BASE DITCH
FROM -DR6- STA. 10+50 TO -DR6- STA. 11+50 (LT)
DETAIL 7-6
B= 2Ft.
Min. D= 1Ft.
Ground
Natural
Slope
Ditch
Front
DDE = 200 CY
SEE DETAIL 7-2
EST. 90 SY GEOTEXTILE
EST. 62 TONS CLASS 'B' RIPRAP
2' LATERAL BASE DITCH
SEE DETAIL 7-7
EST. 130 SY GEOTEXTILE
EST. 80 TONS CLASS 'II' RIPRAP
RIP RAP AT EMBANKMENT
(Variable)
Channel Bed
(Variable)
Channel Bed
SEE DETAIL 7-3
SPECIAL CUT DITCH
SEE DETAIL 7-3
SPECIAL CUT DITCH
SEE DETAIL 7-3
SPECIAL CUT DITCH
SEE DETAIL 7-4
EST. 73 SY GEOTEXTILE
EST. 52 TONS CLASS 'I' RIPRAP
SPECIAL CUT DITCH
SEE DETAIL 7-3
SPECIAL CUT DITCH
EST 162 S.Y. GEOTEXTILE
EST. 112 TONS
CLASS 'II' RIP RAP
EST 15 S.Y. GEOTEXTILE
EST. 5 TONS
CLASS 'I' RIP RAP
EST 63 S.Y. GEOTEXTILE
EST. 29 TONS
CLASS 'I' RIP RAP
SEE DETAIL 7-9
EST 132 S.Y. GEOTEXTILE
EST. 64 TONS
CLASS 'I' RIP RAP
(6" high)
High Flow
1.5'
SILL LT.)(1'
SILL RT.Varie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 53+00 TO -L- STA. 53+50 RT
DETAIL 7-1
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY Flatter4:1 or
DVaries
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 65+50 TO -L- STA. 66+50 RT
FROM -L- STA. 60+00 TO -L- STA. 60+83 RT
FROM -L- STA. 57+51 TO -L- STA. 59+00 RT
FROM -Y1- STA. 11+00 TO -Y1- STA. 12+50 LT
DETAIL 7-3
Min. D= 1.5Ft.
Ground
Natural Slope
Ditch
Front
Varies D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 60+83 TO -L- STA. 62+50 RT
DETAIL 7-4
Max. d= 1.5Ft.
Min. D= 3Ft.
Type of Liner= CL-I Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile2:1D
B
( Not to Scale)
Flatter4:1 or
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 56+75 TO STA. 56+90 RT
FROM -L- STA. 56+50 TO STA. 56+70 RT
DETAIL 7-7
Grade
Ditch
2' min.
GEOTEXTILE
Type of Liner= CL-II Rip-Rap
10'min.
1.0'min.
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 55+00 TO -L- STA. 56+50 RT
DETAIL 7-2
b= 5Ft.
B= 2Ft.
Max. d= 1.5Ft.
Min. D= 1.5Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
EST 20 S.Y. GEOTEXTILE
EST. 8 TONS
CLASS 'I' RIP RAP
Ground
Natural
Ground
Natural
Exist. Channel
Fill Slope
Proposed
b= 5Ft.
B= 4Ft.
Max. d= 2Ft.
Min. D= 2Ft.
DETAIL 7-5
Matting
Coir Fiber
Geotextile
b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
ROCK CROSS VANES AT 25' INTERVALS (SEE DETAIL ON SHEET 2D-1 )
TO A THICKNESS OF 18”
EXISTING CHANNEL AND USE TO LINE PROPOSED CHANNEL BOTTOM
NOTE: REMOVE 18” OF NATURAL CHANNEL BOTTOM MATERIAL FROM
NATURAL CHANNEL SUBSTRATE BASE:
Type of Liner=COIR FIBER MATTING SIDE SLOPES
FROM -DR6- STA. 10+50 TO -DR6- STA. 11+50 RT
SEE DETAIL 7-5
CHANNEL CHANGE
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
18"OO5.88
%
0.75%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh07.dgnBouchaAR-2822BScale : 50 7
MATCHLINE -L- STA 53+00 (SHEET 6)MATCHLINE -L- STA 67+00 (SHEET 8)SEE SHEET 25 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-L STA. 56+43 LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 7-8
2'

Type of Liner= CL-II Rip-Rap - Keyed-In
Length= 50 Ft.
( Not to Scale)
Geotextile
-L STA. 60+61 LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 7-9
1.5'

Type of Liner= CL-I Rip-Rap - Keyed-In
Length= 50 Ft.
Elevation (Low Flow)
Natural Bed
Elevation (High Flow)
6" Above Natural Bed NAD
8
3 / NA
2
0
1
1
condition.
but otherwise appears in good
18" CMP is particially silted-in,
NOTE:
RD
WY GRD.4.46
%
RD
WY GRD.5.54
%SAG
57+21.78 -L-RDWY GRD.4.19%S
AGRDWY GRD.3.65%11+
71.17 -Y1-
C
F
C
F
F
C
F
F
C
F
F
F
F
C
C
F
F
C
C
C
C
C
F
F
C
C
C
C
C
C
C
C
F
C
C
1950195019601960196019601
9
7
0
197019701970197019701970197019701970197019701970197019801980198019801980198019801980198019801980198019801980198019801990199019901990199019901990199019901990199019901
9
9
0
1990199020002000200020002000200020002
0
0
0200020002000200020002000
2000200020002010201020102
0
1
0 201020102010201020102010201020102010201020102010201020202020202020202020202020202020202020202020202020202020
2020202020202020203020302030203020302030203020302030203020302030
203020302030
2030
2030 20402040204020402040204020402040204020402040204020402040205020502050205020502050205020502050205020502050205020602060206020602060206020602060206020602060206020602070207020702070207020702070207020702070207020702070208020802080208020802080208020802080208020802080209020902090209020902090209020902090209020902090209021002100210021002100210021002100210021002100211021102110211021102110211021102110211021102120212021202120212021202120212021202
1
2
0
21302130213021302130213021302130213021402140214021402140214021402140214021502150215021502150215021502150215021602160216021602160216021602160217021702170217021702170217021702170218021802180218021802180218021802190219021902190219021902190219021902200220022002200220022002200220022102210221022102210221022102210222022202220222022202220222022202230223022302230223022402240224022502260INV=2010.72'
INV=2007.00'
I
NV=2026.68'
I
NV=2022.67'18" CMPI
NV=2051.54'
I
NV=2056.34'18" CM
P15" CMP
GR/SOIL
WOODSW
OODS4
CORNER #CONC. MON.
MTL
BL-15 BL-16BL-14
NC 143 SANTEETLAH RD.SPIKE SET IN ABSE OF 12" POPLAR
-BL- STA. 69+44.00 15' LT
BM-6 ELEV. 2022.77'SPIK
E SET IN
B
A
SE
O
F 30" PO
PLA
R -B
L- STA. 78+37.00 1' LTB
M
-7 ELEV. 2067.70'
TRACT 1047
UNITED STATES FOREST SERVICE
TRACT 1047
UNITED STATES FOREST SERVICE7075PC -L- Sta. 69+34.64PRC -L- Sta. 72+12.22PRC -L- Sta. 75+58.32PT -L- Sta. 78+37.041
1
.02.01.00.01.02.03.04.05.06.06.05.04.03.02.01.00.01.02.03.04.05.06.06.05.04.03.02.01.00.01.02.03.04.05.06.06.05.04.03.02.01.00+98.6418'
TYP
+22.3218'
TYP
18
'
TYP
+18.04TYP18'+58.22GREU TL-3
)YAWYKS ALAHOREHC( 341 CN
-L-GREU TL-311'11'11'11'4'PS6'PS4'PS6'PS7'PS8:1 25'R
60'R
9'
18.00'
+22.59
23.72'
+88.88
18"18" RCP-
III
BDO
BDO 30" RCP-III30"30" RCP-
I
V18" RCP-III
2GI
DDE = 28 CY
SEE DETAIL 8-1
BERM 'V' DITCH
DDE = 25 CY
SEE DETAIL 8-1
BERM 'V' DITCH
DDE = 44 CY
SEE DETAIL 8-1
BERM 'V' DITCH
DDE = 79 CY
SEE DETAIL 8-1
BERM 'V' DITCH
DDE = 78 CY
SEE DETAIL 8-1
BERM 'V' DITCH
805
801
807
806
816
815
814
810
808
817
802
803
804
811
812
813
809
818
INV=1991.1
TOP=1997.0
INV=2007.5
TOP=2014.4
INV=2008.2
TOP=2011.2
INV=2006.1
TOP=2013.0
INV=2020.4
TOP=2028.8
INV=2020.6
TOP=2024.6
INV=2002.0
TOP=2008.0
INV=2053.7
TOP=2056.7
BOX
SPRING W/ ELBOWS18" CSPW/ ELBOWS18" CSPDDE = 44 CY
SEE DETAIL 8-1
BERM 'V' DITCHFLOWABLE FI
LLFLOWABLE FILLREMOVEINV=1992.0
INV=2047.1
INV=2044.5
INV=2036.9
INV=2006.0
W/ ELBOWS
30" CSP
BDO
INV=2035.5
INV=2045.0
CSP30" FS
FS
FS
=0.27
50-yr. HW/D
=0.23
50-yr. HW/D
=0.85
50-yr. HW/D
50-yr. HW/D=0.88
2GI
2GI
2GI
JB w/MH
JB w/MH
w/MH
TB JB
18"
INV=2012.0
TOP=2015.0
w/MH
TB JB
INV=2040.0
OEPW/
E
L
BOWS
1
8" CS
P
INV=1991.0
SEE DETAIL 8-3
EST. 52 SY GEOTEXTILE
EST. 37 TONS CLASS 'I' RIPRAP
SPECIAL CUT DITCH
SEE DETAIL 8-2
SPECIAL CUT DITCH
EST 20 S.Y. GEOTEXTILE
EST. 8 TONS
CLASS 'I' RIP RAP
EST 15 S.Y. GEOTEXTILE
EST. 5 TONS
CLASS 'I' RIP RAP
EST 46 S.Y. GEOTEXTILE
EST. 20 TONS
CLASS 'I' RIP RAP
EST 20 S.Y. GEOTEXTILE
EST. 8 TONS
CLASS 'I' RIP RAP
EST 46 S.Y. GEOTEXTILE
EST. 20 TONS
CLASS 'I' RIP RAPVariesDFlatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 74+50 TO -L- STA. 76+00 RT
DETAIL 8-3
Max. d= 1.5Ft.
Min. D= 3Ft.
Type of Liner= CL-I Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
Flatter4:1 or
DVaries
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 78+50 TO -L- STA. 79+00 RT
DETAIL 8-2
Min. D= 3.0Ft.
Ground
Natural Slope
Ditch
Front
Varie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 70+70 TO -L- STA. 73+50 RT
FROM -L- STA. 67+50 TO -L- STA. 70+50 RT
DETAIL 8-1
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
ELB
O
W
S15"
w
/
TO DRAIN
GRADE
O
OO
O O0.75%5.94%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh08.dgnBouchaAR-2822BScale : 50 8
MATCHLINE -L- STA 79+00 (SHEET 9)MATCHLINE -L- STA 67+00 (SHEET 7)SEE SHEET 26 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL
N
A
D 83 / N
A 2011
C
C
F
C
C
F
F
C
F
F
F
C
C
C
F
F
C
C
F
C C FF
19801990
20002000200020002010201020102010201020102010
20202020202020202020202020202
0
3
0
203020302030203020302030203020302040
20402040204020402040204020402040204020402050205020502050205020502050205020502050205020502
0
5
0
2
0
5
02060 2060
2060206020602060206020602060206020602060206020602070207020702070207020702070207020702070207020702
0
7
0
2080208020802080208020802080208020802080208020802080
20802090
209020902090209020902090209020902090209021002100210021002100210021002100210021002100210021102110211021102110211021102110211021102110211021202120212021202120212021202120212021202120212021202120 21302130213021302130213021302130213021302130213021302140214021402140214021402140214021402140214021402140 214021502150215021502150215021502150215021502150215021602160216021602160216021602160216021602160216021602170217021702170217021702170217021702170217021702170218021802180218021802180218021802180218021802180218021902190219021902190219021902190219021902190220022002200220022002200220022002200220022102210221022102210221022102210221022102220222022202220222022202220222022202230
2230 22302230223022302230223022302230
2230224022402240224022402240
2250 2250225022502250225022502260 2260 226022602260226022602270
2270 22702270227022702280
2280 22802280228022802290
2290229022902290
2300
230023002300
2310
2310 231023102320232023202320233023302330234023402350 15" CMP
SOIL
5GRWO
O
D
SWOODSI
N
V
=2084.79'
I
N
V
=2081.38'18"
C
MP
3
INV=2126.57'
INV=2119.49'
18" CMP
EIPBL-
17
B
L-18
BL-19
BL-20BL-21
4
S
PI
KE
S
ET I
N BAS
E OF
3
0
"
P
OP
LAR
-BL-
S
T
A.
7
8
+
3
7.
0
0
1' LTBM-
7 EL
E
V.
2
0
6
7.
7
0'
SPIKE SET IN BASE OF 24" POPLAR
-BL- STA. 90+33.00 23' LT
BM-8 ELEV. 2135.90'
TRACT 1047
UNITED STATES FOREST SERVICE
TRACT 1047
UNITED STATES FOREST SERVICE
80
85PC -L- Sta. 80+42.56
PT -L- Sta. 84+36.641
1
.00
.01
.02
.02
.03
.04
.05
.06
.06.05.04.03.02.02.01.00.02
.01
.00
.01
.01.00.01.0218'T
YP
+27.04
18'
TYP
+54.6418'
TYP
+50.09GREU TL-3
-L-
GREU TL-3
NC 143 (CHEROHALA SKYWAY)
11'11'6'PS
8:1
7'PS11'11'6'PS6'PS7'PS18.00'
+50.00
18.00'
+50.00
8:1
22'
20' R
20' R
4'PS
1
5"
JB w/MH
2GI
2GI
24" RCP-I V2GI
JB w/MH24"
SEE DETAIL 9-1
SPECIAL CUT 'V' DITCH
DDE = 355 CY
SEE DETAIL 9-2
2' LATERAL BASE DITCH
DDE = 175 CY
SEE DETAIL 9-2
2' LATERAL BASE DITCH
904
901
906
905
907
902
903
908
909
910
INV=2045.1
TOP=2051.5
INV=2080.5
TOP=2091.1
INV=2054.1
TOP=2060.0
INV=2073.9
TOP=2077.1
INV=2075.1
TOP=2078.3
W/ ELBOWS15" CSP
W/ ELBOWS24" CSP30" CSP W/ ELBOWSDDE = 1935 CY
SEE DETAIL 9-2
2' LATERAL BASE DITCH18"
REMOVE
REMOVEINV=2054.0
15" RCP-III
INV=2045.0
INV=2008.0
50-yr. HW/D=0.82
50-yr. HW/D=0.73
INV=2080.8
OEP
INV=2082.3
OEP
DDE = 417 CY
SEE DETAIL 9-4
EST. 225 SY GEOTEXTILE
EST. 165 TONS CLASS 'II' RIPRAP
4' LATERAL BASE DITCH
SEE DETAIL 9-3
EST. 18 SY GEOTEXTILE
EST. 13 TONS CLASS 'II' RIPRAP
SPECIAL CUT DITCH
EST 48 S.Y. GEOTEXTILE
EST. 22 TONS
CLASS 'I' RIP RAP
EST 15 S.Y. GEOTEXTILE
EST. 5 TONS
CLASS 'I' RIP RAP
EST 32 S.Y. GEOTEXTILE
EST. 13 TONS
CLASS 'I' RIP RAP
( Not to Scale)
2:1MA
X 1.5:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 85+00 TO -L- STA. 86+50 RT
FROM -L- STA. 81+00 TO -L- STA. 83+00 RT
DETAIL 9-2
b= 5Ft.
B= 2Ft.
Min. D= 1.5Ft.
Ground
Natural
Slope
FillFlatter4:1 or
DVaries
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 79+00 TO -L- STA. 81+00 RT
DETAIL 9-1
Min. D= 3Ft.
Ground
Natural Slope
Ditch
Front
Varies D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 88+50 TO -L- STA. 89+00 RT
DETAIL 9-3
Max. d= 2Ft.
Min. D= 3Ft.
Type of Liner= CL-II Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)
LATERAL BASE DITCH
2:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 86+50 TO -L- STA. 88+50 RT
DETAIL 9-4
b= 5Ft.
B= 4Ft.
Max. d= 2Ft.
Min. D= 2Ft.
Type of Liner= CL-II Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
18"
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
5.9
4
%5.9
4
%5.94%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh09.dgnBouchaAR-2822BScale : 50 9
MATCHLINE -L- STA 79+00 (SHEET 8)MATCHLINE -L- STA 89+00 (SHEET 10)MATCHLINE (SHEET 11)
SEE SHEET 27 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011F
F
F
F
F
F
F
F
C
C C
C
C
C
C
F
F
F FF
20502060 207020702070
20702070
207020802080208020802080
2080
208020802080208020802080208020802
0
8
0
20902090
2090
2090
209020902090209020902090209020902090209020902090210021002100
2100
2100210021002100210021002100210021002100210021002100211021102110211021102110
2110
2110
211021102110211021102110212021202120
2
1
2
0
21202120212021202120212021202120212021202130
2130
2130
213021302130213021302130213021302130213021302130214021402140
2140
2140 2140214021402140
2140214021402140214021402150
2150
2150 2150
215021502150215021502150215021502150215021502150215021502150215021502160216021602160 21602160
21602160
2160 21602160216021602160
2160
21602160
2160216021602160216021602160216021702170217021702170217021702170217021702170217021702170217021702170
2170
2170
2170
2170
21702170
218021802180218021802180218021802180218021802180218021802180 21802180 21802180
2180
2180 2180218021802180218021902190219021902
1
9
0
2190
2190 219021902190219021902190
2190 21902190
2190
2190 2190219021902200220022002200220022002200220022002200221022102210222022202230
2230 22302240
2240
2240
2250
2250 22502260
2260227022702280
T15
" HDPE
1
8" CMP18" CMP
5
4" WWGRGRW
OODSN 54°27'08" W
S 32°36'16" E
133.24'N 73°43'34" E136.01'N 73°43'34" E57.87'N 73°32'51" EN 73°11'14" W231.03'N 77°36'05" W80.82'N 20°31'34" W
328.85'N 77°36'05" W142.57'S 88°54'26" E75.43'S 16°52'06" W108.51'N 88°35'08" W402.95'TRACT 1047UNITED STATES FOREST SERVICEWOODSWOODS6S 88°54'26" E18.13'EI
PBSTEI
PEI
PEI
PI
NV=2
1
4
2.
5
2'
I
NV=2
1
4
9.
7
1'EI
PMTL
2
SFSSTACKCOVER WD1
SFDS WOODS
EIP
EIP
EIPN 16°44'10" E
47.09'S 80°52'00" E123.93'N 53°15'11" W
109.54'S
0
9°
4
3'
1
4" W7
9.
2
2'S 69°40'30" W37.07'7BL-22BL-23
BL-25BL-24SPIKE SET IN BASE OF 24" WHITE PINE
-BL- STA. 102+05.00 41' LT
B
M-9 ELEV. 2156.68' MON.U.S.F.S. MON.U.S.F.S.
M
ON.U.S.F.S.

M
ON.U.S.F.S.
TRACT 1047
UNITED STATES FOREST SERVICE
TRACT 1047
UNITED STATES FOREST SERVICE
JARED STEWART
DB 299 PG 634
JOHN SMITH
DB 96 PG 729
JOEL TURNER
DB 355 PG 127
INDIANS SNOWBIRD TRIBE
THE EASTERN BAND OF CHEROKEE
DB 96 PG 12290 100
-DR7- POT STA 12+39.37
-L- POC STA 96+65.00=
PC
-L
- S
ta
. 89+58
.09 PCC -L- Sta. 98+41.201
0PT -DR7- Sta. 10+28.72PT -DR7- St
a. 11+59.06PC -DR7- Sta. 11+14.91-DR7- PC STA 10+00.00
BEGIN CONSTRUCTION
PCC -L- Sta. 95+20.16 951
10
11
13
1
1
.01.02.03.04.05
.0
6 .06.05.05.0618'TYP+22
.09 18'TYP+50.2018'TYP+29.16GREU TL-3PROP HIGH POINT
ELEV = 2161.53'
-L- STA 93+66.68
-L-NC 143
(CHEROHALA SKYW
AY)
-L- PC STA 98+00.00
BEGIN RETAINING WALL #1
GREU TL-3
11'11'
11'11'4'PS6'PS4'
PS
4'
PS
7'
P
S PS7'8:1 AT-1AT-139.27'
+50.53
18.46'
+99.13
PS7'18.00'
+58.99G
REU TL-3
20' R
20' R
10' R
10' R
8'
8:1
8:1
1
0'20' R20' R14' R14' R18.00'
+97.59
39.33'
+77.96
1
5
"TB JB w/MH
JB w/MH
SEE DETAIL 10-2
SPECIAL CUT 'V' DITCH
1004
1001
1002
1003
INV=2112.1
TOP=2118.4
INV=2150.3
TOP=2158.3
24" RCP-IIIW/ ELBOWS24" CSPREMOVE
FLOWABLE FILLINV=2112.0
50-yr. HW/D=1.12
INV=2150.5
OEP
24"
SEE DETAIL 10-1
EST. 18 SY GEOTEXTILE
EST. 13 TONS CLASS 'II' RIPRAP
SPECIAL CUT DITCH
EST 46 S.Y. GEOTEXTILE
EST. 20 TONS
CLASS 'I' RIP RAPVariesDFlatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 89+00 TO -L- STA. 89+50 RT
DETAIL 10-1
Max. d= 2Ft.
Min. D= 3Ft.
Type of Liner= CL-II Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
Flatter4:1 or
DVaries
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 96+50 TO -L- STA. 97+50 RT
DETAIL 10-2
Min. D= 3Ft.
Ground
Natural Slope
Ditch
Front
FROM
-L- STA. 105+50 TO
-L- STA. 108+00 RTFROM
-L- STA. 103+50 TO
-L- STA. 105+00 RTFROM
-L- STA. 102+50 TO
-L- STA. 103+00 RTTO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE 5.94%1.56%INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh10.dgnBouchaAR-2822BScale : 50 10
MATCHL
INE
-L
- STA
89+00
(SHEET
9
)MATCHLINE -L- STA 101+00 (SHEET 11)
SEE SHEET 28 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011RDWY GRD.1.49%
RDWY GRD.7.44%CREST93+66.68 -L-C
C
F F
F
F
F
F
C
C
C
C
C
F
FFCFFFF
2090209020902090209020902090
2090
2090209021002100210021002100 21002100
2100
2100
21102110211021102110211021102
1
1
0 21102110211021102110
2
1
1
0
21102110211021202120
2120212021202120212021202120212021202
1
2
0
21202120
2120
2120
21302130213021302130213021302130213021302130213021302
1
3
0
2130
2130
2130
2130
2140214021402140214021402140214021402140214021402140214021402140
2
1
4
0
2140
2140
2140215021502150 2150
21502150
21502150
2150215021502150215021502150215021502150215021502
1
5
0
2150215021502150
2150215021602160216021602160
216021602160216021602160216021602160216021602160216021602160
2160
2160
21602160
217021702170
217021702170217021702170217021702170217021702170217021702170
21702170217021702170
21802180218021802180218021802180218021802180218021802180218021802180
218021802180
2180
21802180
219021902190219021902190219021902190219021902190219021902190219021902190
219021
9
0219021902190
2200220022002
2
0
0
2200220022002200220022002
2
0
0
220022002200
22
00
2200
22002200
2210221022102
2
1
0
2210221022102210
2210
2210
2210
222022202220222022202220 2220
2220
2220
2230
2230
22302230223022302240224022402240225022502250225022602260 2260
2260
2260
2270 2270
227022702280
2280
2
2
8
0
2280
2290
2
2
9
0
22902300
TTMAI
NT
AI
NE
D
R/WMAI
NT
AI
NE
D R/W16.00'6" HDP
E
6" H
DPE
6" H
DPE
18" CMP12" HDPE INV=2146.10'INV=2142.71'18" C
MP 18" CMP
I
NV=2090.79'
I
NV=2086.66'18"
C
MP
24" HDPE
18" C
MP
I
NV=2130.54'18" CMP24" CMP
INV=2130.32'GR36" WDWD PORCH36" WDCONCSOIL811SOIL
G
U
Y 10
GR
12
S S
BST
SOIL
SOIL
SOILGR
SOIL16
17WO
O
DS
WOODS
WOODSR
AP
RIP
SHOUS
EWE
L
L
36" 1SW
60" 4
S
B
W60" MTL
N 73°32'51" E122.45'
S 04°37'19" W88.61'N
8
3°3
2'
3
6" E9
5.
4
8'S 01°43'49" W79.54'41.89'
S 17°53'04" W
358.50'N 14°33'09" W630.16'S 60°39'53" E481.04'N 01°55'51" EN 65°24'03" W49.04'S 75°37'27" E214.50'S 86°39'27" W231.99'N 01°38'37" W201.00'S 00°56'15" E180.29'S 76°37'14" E
189.02'N 75°37'30" W125.53'EIPEIPEIP
N 16°44'10" E
47.09'N 53°15'11" W109.54'EIP
7.49'S 04°19'39" WEIP 2SFBUSWD
S
BST BLK WALL
EIP
N 01°51'54" EEIP13.63'GR/SOI
LI
NV=2135.27'
I
NV=2122.85'15" CMPEI
PEIP
NAIL
S 00°20'41" E
20.32'
NAIL
60" 4SBWINV=2134.91'GR13
EIP
PIERWDINV=2103.01'INV=2102.26'
GR
INV=2132.31'
1SRKD
BST
3.32'
N 75°44'16" W
CONC.BSTGR/SOI
LH
WCONC.
BL-26
BL-27B
L-28GPS-106
BY3-63
GPS-105
BL-29 14 15
915' GR
SPIKE SET IN BASE OF 36" TRIPLE POPLAR -BL- STA. 115+56.00 35' RTBM-10 ELEV. 2149.35'SPIKE SET IN
B
ASE
OF 14" P
OPL
A
R
-B
Y3- ST
A. 6+73.00' 43' LT
B
M-23 ELE
V. 2094.69'
P
K
MON.U.S.F.S.
MON.U.S.F.S.
NO INFO AVAILABLE.PRIVATE
WELL SYSTE
M.VALVES ARE ON A
BST2SBW ELECBRANCH RD.
S
R 1115 BUCHANAN
INDIANS SNOWBIRD TRIBE
THE EASTERN BAND OF CHEROKEE
DB 96 PG 122
JOHN SMITH
DB 96 PG 729
LARRY BUSTER STEWART
DB 99 PG 183
DB 335 PG 544
DB 355 PG 116
DB 355 PG 116
PER PLAT T-460
PARCEL NO. 183-B
PARCEL NO. 84
PARCEL NO. 83
PARCEL NO. 54
DB 168 PG 764
DB 126 PG 393
KENNETH CAMPBELL
DB 168 PG 764
DB 333 PG 494
KENNETH CAMPBELL
LIABILITY COMP.
LLC. NC LIMITED
GENERAL STORE,
THUNDER MOUNTAIN
DB 96 PG 693
BEN ADAMS
JULIAN P. TURNER
JULIAN P. TURNER
TRACT 1047
FOREST SERVICE
UNITED STATES
PER PLAT T-460
SB PARCEL NO. 1-C
GERALDINE CHEKELELEE
JOEL TURNERDB 355 PG 1271015105110115PT -L- Sta. 102+87.35PC -L- Sta. 105+83.22P
RC -L-
Sta. 111
+
4
8.6
2 PT -L- Sta. 114+63.22PC -Y2- Sta. 10+00.00PT -Y2- Sta. 11+72.22PC -Y2- Sta. 11+97.29
PT -Y2- Sta. 12+57.84 PC -Y2- Sta. 13+41.77
PT -Y2- Sta. 14+65.61PT -Y2- Sta. 16+68.88 115PC -Y2- Sta. 15+36.00
12
14
15
16
17
17
13
18
.06.05.04.03.02.01.00.01.02.02.03.04.05.06.06
.05.04.03
.02
.01
.00.01
.02
.03
.04.05.06 .06.05.04.03.02.02.01.00.0118'
T
YP+05.3518'
T
YP
+47.2218'TYP+58.62
18'
TYP
.02.01
.02
.00
.01
.02
.01.00.02.01.02.02
.0049
.0024
.02 +45.2215'T
Y
P
+11.86
15'TYP+12.16
AT-1PROP LOW POINT
ELEV = 2145.56'
-L- STA 107+04.75
-
Y2-
B
U
C
H
A
N
N
A
N
B
R
A
N
C
H
R
D
END RETAINING WALL #1
-L- POC STA 102+06.72
-Y2- POC STA 10+90.00
BEGIN CONSTRUCTION
-L- POC STA 108+92.22=
-Y2- POT STA 16+88.15GREU TL-3AT-1-L-)YAWY
KS ALAHOREHC( 341 CNGREU TL-3
GREU TL-3GREU TL-311'11'14.7'10'10'10'10'4'PS4'PS7'PS18.00'
+98.26
8
:1
7'PS18.00'
+54.20
8:1 7'PS17.99'
+02.76
8:1
56.22'
+64.04
8:1 7'P
S
17.99'
+77.41 11'11'24'R 24'R
20'R
20'R
20'R
20'R
20'
15'R
15'R
10'22'
9'
40'R
15'R
15'R
40'R
11'4'PS70'R
25'R
50' TAPER(LT & RT)
30'R
30'R
55.83'
+17.70
1
5"
2GI
2GI18" RCP-III JB w/MH 18"18"24" RCP-III18"OTCB
2GI
2GI
JB w/MH
24"
HW
1
8
"
15" RCP-III 15" RCP-III
2GI
1
8"
15"
R
C
P-III 2GI
2GI
JB w/MH 15"HW
18"
DDE = 147 CY
SEE DETAIL 11-2
LATERAL 'V' DITCH
1101
1113
1106
1115
1114
1117
1116
1118
1102
1103
1104
1105
1107
1108
1109
1111
1110
1112
1119
1120
1121
1122
INV=2124.1
TOP=2131.0
INV=2143.3
TOP=2151.7
INV=2143.5
TOP=2146.5
INV=2147.0
TOP=2149.7
INV=2108.1
TOP=2114.0
INV=2136.7
TOP=2146.6
INV=2141.0
TOP=2145.0
INV=2136.9
TOP=2142.6
INV=2141.4
TOP=2144.6
INV=2137.8
TOP=2142.0
INV=2115.6
TOP=2123.0
INV=2138.5
TOP=2142.4
INV=2138.6
TOP=2141.8
INV=2143.4
TOP=2147.0W/ ELBOWS18" CSPW/ ELBOWS24" CSPW / ELBOW S15" CSPREMOVEREMOVE
FLOWABLE FILL
REMOVEFLOWABLE FILLFLOWABLE FILLFLOWABLE FILLRETAINRETAIN
REMOVE
INV=2124.0
w/MH
TB JB
INV=2108.0
INV=2115.5
INV=2100.0
INV=2115.5
15" RCP-III
FS
50-yr. HW/D=0.93
2GI
2GI W/ SILLS AT BOTH ENDS42" RCP-IV (BURIED 9")W/ SILLS AT BOTH ENDS36" RCP-IV(BURIED 7")INV=2144.4
OEP
INV=2131.8
DDE = 440 CY
SEE DETAIL 11-4
EST. 64 SY GEOTEXTILE
EST. 48 TONS CLASS 'II' RIPRAP
LATERAL 'V' DITCH
DDE = 410 CY
SEE DETAIL 11-6
2' LATERAL BASE DITCH
SEE DETAIL 11-5
EST. 35 SY GEOTEXTILE
EST. 24 TONS CLASS 'B' RIPRAP
CUT DITCH W/ RIP RAP
SEE DETAIL 11-8
EST. 68 SY GEOTEXTILE
EST. 42 TONS CLASS 'II' RIPRAP
RIP RAP AT EMBANKMENT
(Variable)
Channel Bed
SEE DETAIL 11-1
SPECIAL CUT DITCH
SEE DETAIL 11-1
SPECIAL CUT DITCH
SEE DETAIL 11-3
EST. 46 SY GEOTEXTILE
EST. 31 TONS CLASS 'B' RIPRAP
SPECIAL CUT DITCH
INV=2103.5
50-yr. HW/D=0.60
SEE DETAIL 11-1
SPECIAL CUT DITCH
EST 20 S.Y. GEOTEXTILE
EST. 7 TONS
CLASS 'I' RIP RAP
SEE DETAIL 11-9
EST 62 S.Y. GEOTEXTILE
EST. 28 TONS
CLASS 'I' RIP RAP
SEE DETAIL 11-7
EST 1100 S.Y. GEOTEXTILE
EST. 1270 TONS
CLASS II RIP RAP
ROCK PLATING
SEE DETAIL 11-9
EST 120 S.Y. GEOTEXTILE
EST. 90 TONS
CLASS 'II' RIP RAPVariesDFlatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 113+50 TO -L- STA. 115+00 RT
DETAIL 11-3
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL 'B' Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
FROM -Y2- STA. 13+00 TO -Y2- STA. 13+93 RT
b= Varies
Min. D=1.5 Ft.
DETAIL 11-2
Ground
Natural
Slope
FillFlatter4:1 or
DVaries
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 105+50 TO -L- STA. 108+00 RT
FROM -L- STA. 103+50 TO -L- STA. 105+00 RT
FROM -L- STA. 102+50 TO -L- STA. 103+00 RT
DETAIL 11-1
Min. D= 3.0Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -L- STA. 109+70 TO -L- STA. 111+50 RT
DETAIL 11-6
b= 5Ft.
B= 2Ft.
Min. D= 1.5Ft.
Ground
Natural
Slope
Fill
2:1
1.0'1.5:1( Not to Scale)
ROCK FILL IN POND
FROM -Y2- STA. 12+65 TO -Y2- STA. 14+80 LT
DETAIL 11-7
Proposed
Existing
Earth Fill
Elev.=2103.3'
1.0'
CLASS II RIP-RAP
Elev.=2102.3'
N.W.S.
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 109+27 TO STA. 109+37 RT
FROM -L- STA. 109+11 TO STA. 109+24 RT
DETAIL 11-8
Grade
Ditch
2' min.
GEOTEXTILE
Type of Liner= CL-II Rip-Rap
10'min.
1.0'min.
LATERAL 'V' DITCH
( Not to Scale)Varies 2:1
D
b
d
1"/Ft.
FROM -Y2- STA. 13+93 TO -Y2- STA. 16+00 RT
Slope
Fill
Type of Liner= CL-II Rip-Rap b= 5Ft.
Max. d= 2Ft.
Min. D= 3Ft.
DETAIL 11-4
Ground
Natural
Geotextile Varies D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 114+00 TO -L- STA. 115+00 LT
Slope
Ditch
Front
DETAIL 11-5
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Geotextile
Geotextile
TO DRAIN
GRADE
TO DRAIN
GRADE
G
R
A
DE T
O
D
R
AI
N
TO DRAIN
GRADE OOOOOO1
.56%
6.54%
6.
0
0
%9.68%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh11.dgnBouchaAR-2822BScale : 50 11
MATCHLINE -L- STA 101+00 (SHEET 10)MATCHLINE (SHEET 10)MATCHLINE (SHEET 9)MATCHLINE -L- STA 115+00 (SHEET 12)SEE SHEET 29 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-L- STA. 109+90 LT
-L- STA. 105+65 LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 11-9
1.5'
Type of Liner= CL-I Rip-Rap - Keyed-In
Length= 40Ft. @ 109+90
Length= 33Ft. @ 105+65 NAD 83 / NA 2011a total take.
Store is anticipated to be
Thunder Mountain General
NOTE:
to be in good condition.
18" CMP & 24" HDPE appear
NOTE:
R
D
W
Y
G
R
D.2.83%
R
D
W
Y
G
R
D.1.69%SAG107+04.75 -L-R D WY G R D .
6.54%R D WY G R D .
2.83%CREST112+05.52 -L-CF
C
CF
C
C
F
F
F
F
F
F
C
C
F
F
F
F
C
C
F
F
F
C
C
C
F
F
F
F
F
C
C
C
C
F
F
F
C
F
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
2010
201020102010202020202020202020202020
2020203020302030
2030
2030203020302030203020302040
2 0 4 0
2040
20402040
2040204020402040204020402040204020402050
20502050
20502050
2050205020502050205020502050205020502060
2060
20602060
20602060
20602060206020602060206020602070
2070
2070
2 0 7 0
2070
2070
2070
2070207020702070207020702070207020702080
20802080
2080
2080
2080
2080
2080208020802080208020802080208020802 0 9 0
2090
2090
2090
2090
2090
2090
20902090209020902090209020902090209020902090
2100
21002100
2100
21002100
2100
2100
21002100210021002100210021002100210021002100
2110
2110
21102110
2110
211021102110
21102110211021102110211021102110211021102110
21102120
21202120
2120
2120
2120
212021202120
21202120212021202120212021202120212021302130
2 1 3 0
2130
21302130213021302130
2130
2130213021302130213021302130213021302 1 4 0
21402140
2140
2140
2140
214021402140
2140214021402140214021402140214021502150
21502150
2150
2150
2150
2150
2150
215021502150215021502150215021502160216021602160216021602160216021602160
2160
2160
2160
2160
21602160
2
1
6
0
21702170217021702170217021702170
21702170
2170
2170
2170
2170
2170
218021802180218021802180218021802180 21802180
21802180
2180
2180
2190219021902190219021902190
21902190
2190 21902190
21902190
220022002200220022002200
2200
2200
2200
2200 22002200
2210221022102210221022102210
2
2
1
0
2210
2210
221022202220222022202220 2220
2220
2220 22202220
2230 2230
2230
2230 223022302230223022302240
2240
2240
2240
2240 224022402240225022502250 22502250
2250
2250
2250
2260
2
2
6
0
2
2
6
0
2260
2260 2260226022702270
2270
2
2
7
0
2270
2270 227022802
2
8
0
2
2
8
0
2280
2280
22902
2
9
0
2290
2
3
0
0
230023102310
2320
2320
2330
233023402350
18
" CMP 18" CM
PINV=2065.67'
INV=2061.58'18" CMP
MTL
MTL
MTL22
BST
23
BST
WOODS
HOUSEGOG
BST1SBKD
N 75°37'30" W372.78'N 27°04'00" W72.06'N 27°04'00" W72.06'N 16°36'00" W71.46'N 51°27'00" W91.54'N 75°30'00" W61.81'
N 13°48'00" W
49.81'N 06°37'00" E
46.25'
N 17°11'00" E
65.38'N 27°22'16" W176.24'N 11°58'16" W
80.00'
N 11°58'16" W
129.00'
S 78°01'44" W209.00'
N 13°57'13" E
156.30'
S
8
5
°
4
4'
1
4
" E1
5
3.
2
0'N
8
8°2
0'5
5"
E
13
2.9
1'S 43°35'00" W94.75'N 83°11'00" W66.50'N 69°21'00" W98.51'N 32°15'00" W49.74'N 08°31'00" W
77.86'
S 08°31'00" E
34.72'S 77°03'18" E210.00'N 77°03'00" W154.88'N 77°03'00" W92.11'N 72°30'18" W140.88'S 72°30'18" E44.35'S 61°53'18" E110.00'N 61°53'00" W122.46'S 08°49'42" W
241.98'
N 10°15'00" E
273.96'BSTM
TLM
TLW
D
W
ALLI
NV=2118.45'
I
NV=2121.73'18" CM
PHWCONC.
B
ST
N
4
8
°0
0'3
5
" W3
4
.0
7'
INV=2092.14'
INV=2087.49'
18" CMP
BST
BST 1SBKD
HWCONC.BL-30192120BL-31
BL-32
SPIKE SET IN BASE OF 22" POPLAR
-BL- STA. 128+48.95 7.95' RT
BM-11 ELEV. 2080.00'NC 143 SANTEETLAH RD.
N
37°08
'26" E
993
.70
'
PER PLAT T-460
SB PARCEL NO. 1-C
GERALDINE CHEKELELEE
PER PLAT T-460
PARCEL NO. 183-B
PARCEL NO. 84
PARCEL NO. 83
PARCEL NO. 54
PER PLAT T-460
SB PARCEL NO. 1-E
LOIS M. CHEKELELEE
PER PLAT T-460
PARCEL NO. 175
PER PLAT T-460
PARCEL NO. 94-A
PER PLAT T-460
PARCEL NO. 135
PER PLAT T-460
SB PARCEL NO. 1-G
LINDA C. RIVERA
PER PLAT T-460
PARCEL NO. 1-F
QUALLA INDIAN RESERVATION
TRACT 1047
UNITED STATES FOREST SERVICE
1510115120125PT -L- Sta. 114+63.22PC -L- Sta. 118+29.17PCC -L- Sta. 121+60.34PT -L- Sta. 123+51.46
PC -L- Sta. 125+67.18
P
OT -DR2-
Sta. 1
5
+
8
8.3
9
P
T -DR2-
Sta. 1
5
+
8
0.5
1
PC -DR2- Sta. 15+51.38PT -DR2- Sta. 12+49.24Sta. 12+02.49PC -DR2-Sta. 11+28.97PT -DR2-POT -DR3- Sta. 13+34.91
PT -DR3- Sta. 13+09.27
PC -DR3- Sta. 10+09.48
PC -DR2- Sta. 10+43.13115
PT -DR3- Sta. 10+71.43
PC -DR3- Sta. 11+54.751819
20211222324252627.02.01.00.01.02.02.03.04.05.06.06
.05
.04
.03
.02
.02
.03
.04
.05
.02.01.00.0118'TYP+35.22+21.1718'TYP18'TYP+69.46
18'TYP+31.18
-DR3-
-DR2-
-DR2- STA 15+85.00
END CONSTRUCTION
-DR3- POT STA 13+30.00
END CONSTRUCTION
-DR3- POT STA 10+00.00
-DR2- POT STA 11+30.40 =
-L- POC STA 122+77.22 =
-DR2- POT STA 10+00.00
)YAWYKS ALAHOREHC( 341 CN
-L-AT-
111'11'11'11'
10'
10'10'
10'
6'PS
4'PS
AT-
1
36.88'
+88.89
36.80'
+65.25
20'R
20'R
20'R18'4'PS6'PSAT-139.24'
+63.55
20'R 20'R
20'R
18"24" RCP-III2GI
BDO
2GI
18" RCP-III 18" CSP2GI
15"
2GI
HW
36"
36"
2GI
18" RCP-III 18" RCP-III 18" CSP18" CSP
JB w/MH
18"18"
DDE = 13 CY
SEE DETAIL 12-1
BERM 'V' DITCH DDE = 25 CY
SEE DETAIL 12-1
BERM 'V' DITCH
DDE = 63 CY
SEE DETAIL 12-1
BERM 'V' DITCH
DDE = 75 CY
SEE DETAIL 12-1
BERM 'V' DITCH
1203
1201
1212
1206
1213
1219
1202
1211
1209
1208
1210
1207
1218
1217
1216
INV=2119.5
TOP=2123.0
INV=2045.5
TOP=2051.5
INV=2070.5
TOP=2073.5
INV=2091.2
TOP=2099.3
INV=2074.6
TOP=2077.4
INV=2091.4
TOP=2094.4
INV=2043.1
TOP=2049.3
INV=2062.2
TOP=2070.2
INV=2062.4
TOP=2065.4
W/ ELBOWS18" CSPW/ ELBOWS18" CSP W/ ELBOWS18" CSPREM
OVEFLOWABLE FI
LLRE
MOVE
FILLFLOWABLE INV=2141.8
INV=2135.2
w/MH
TB JB
JB w/MH
INV=2027.5
BDO
INV=2043.0
w/MH
TB JB
FS
FS
=0.61
50-yr. HW/D
=0.26
50-yr. HW/D
=1.09
25-yr. HW/D
INV=2048.5Ow/MH
TB JB
1200
INV=2119.3
TOP=2126.5
INV=2102.3 W/ ELBOWS24" CSPDDE = 45 CY
SEE DETAIL 12-2
2' LATERAL BASE DITCH
DDE = 120 CY
SEE DETAIL 12-2
2' LATERAL BASE DITCH
DDE = 160 CY
SEE DETAIL 12-2
2' LATERAL BASE DITCH
EST 32 S.Y. GEOTEXTILE
EST. 13 TONS
CLASS 'I' RIP RAP
EST 63 S.Y. GEOTEXTILE
EST. 29 TONS
CLASS 'I' RIP RAP
EST 20 S.Y. GEOTEXTILE
EST. 7 TONS
CLASS 'I' RIP RAP
SEE DETAIL 12-3
EST. 84 SY GEOTEXTILE
EST. 57 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
SEE DETAIL 12-3
EST. 129 SY GEOTEXTILE
EST. 87 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
SEE DETAIL 12-4
EST. 144 SY GEOTEXTILE
EST. 102 TONS OF CLASS 'I' RIP RAP
CUT DITCH W/ RIP RAP
( Not to Scale)
2:12:1D
B
b
LATERAL BASE DITCH
1"/Ft.
FROM -DR3- STA. 10+43 TO -DR3- STA. 13+00 LT
FROM -DR3- STA. 11+70 TO -DR3- STA. 13+00 RT
FROM -L- STA. 121+00 TO -L- STA. 121+20 RT
DETAIL 12-2
b= 2Ft.
B= 2Ft.
Min. D= 1.5Ft.
Ground
Natural
Slope
Fill
Varies D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 122+00 TO -L- STA. 126+00 LT
Slope
Ditch
Front
DETAIL 12-4
Max. d= 1.5Ft.
Min. D= 3Ft.
Type of Liner= CL-I Rip-Rap
Ground
Natural
Geotextile Varies D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 115+00 TO -L- STA. 122+00 LT
Slope
Ditch
Front
DETAIL 12-3
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
GeotextileVarie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 120+50 TO -L- STA. 122+50 LT
FROM -L- STA. 117+00 TO -L- STA. 118+20 LT
DETAIL 12-1
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
24"
24"
O OO6.54%
6.77%
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh12.dgnBouchaAR-2822BScale : 50 12
MATCHLINE -L- STA 115+00 (SHEET 11)MATCHLINE -L- STA 126+00 (SHEET 13)
SEE SHEET 30 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL
NAD 83 / NA 2011
FFF
C
C
C
C
C
FFFFFFFFCF
F
F
C
C
FFC
1970
1970
197019701970197019701970
1970
1970
1970
19701970197019801980
1980
1980
1980
1980
19801980
19801980
1980 1980198019801980198019801980198019901990199019901990199019901990
1990
1990
1990
1990
1990
1990
1990
19901990
19901990 1990200020002000200020002000200020002000
2000
2000
2000
2000
2000
2000
2000200020002000
2000
200020002010
2010
2010
20102010
20102010
201020102010
2010
20102010 20102010201020102010201020102010201020202020202020202020202020202020 2020
2020 2020202020202020
2020 20202020 202020202020
2020203020302
0
3
0
203020302030
20302030
2
0
3
0
2030
2030
20302030
20302030203020302030203020302030204020
4
020402040
20402040
2040
20402040
20402040
2040
2040
2040
204020402040204020402040204020502050
2050
2050
2050
20502050
2050205020502050
20502050
20502050
2050205020502050206020602060206020602060
2060
20602060206020602
0
6
0
20602060
2060
20602060
20702070
20702070
2070
2
0
7
0
2070
20702070
2070
2
0
7
0
2070
20702070
2070
2070 20802080
2080
2
0
8
0
2080
20802080
208020802080
20802080
2080
2080
20802080209020902090
2090
2
0
9
0
2090
209020902090
2090
2090
209020902090
2090 21002100
2
1
0
0
2100
2
1
0
0
2100
21002100
2100
2
1
0
0
2100
210021002100
2100 2110211021102110
2110
2110
21102110
2
1
1
0
2110
211021102110
2110 212021202120
2
1
2
0
21202120
2120
2120
212021202120
2120
2130
2130
21302
1
3
0
21302130
213021302130
2130
2140
21402140
2140
214021402140
2140 215021502150
215021502150
2150 216021602160
216021602160 21702170
217021702170 218021802180 219021902190 22002200221022102220222022302230 2230
224022402250225022602260227022702280228022902290230023102320234060.00'EXISTING R/WEXISTING R/WEXISTING
R
/W
EXISTING
R
/W
60.00'EXISTING R/W
EXISTING R/W
60.00'INV
=
2
0
6
7
.6
5'INV
=
2
0
5
8
.14'
18
" CM
P
18
" CM
P
15" CMP
15"
C
MP
INV=2012.74'INV=1996.86'18" CMP24"
C
MP
18" CMP
INV=1995.27'
INV=2000.11'
MTL
MTLM
T
L
SOIL
GR
BST
BST
WOODS
CONC
MTL
GR
GR
SS 74°0 9'53" E
259.51'
S 51°33'03" E
196.65'S 61°25'56" W518.15'30.00'N 50°38'04" W
104.15'
N 29°22'04" W
77.06'N 57°28'57" E432.40'S 28°28'35" E
210.39'
HW
CONC
.BST
GR
MTL
INV=2025.84'
INV=2016.26'GRBST24
BL-33
BL-34
BY4-64BM-12
BL-35
25
26
21' BSTSPIKE SET IN BASE OF 6" POPLARN 56° 53'32.2" W DIST. 116.30'-BY4- STA. 8+19.00BM-24 ELEV. 2006.46'SPIKE SET IN BASE OF 18" POPLAR
-BL- STA. 137+26.00 49' RT
BM-12 ELEV. 2022.80'
SNOWBIRD CREEK
TRACT 1047
UNITED STATES FOREST SERVICE
QUALLA INDIAN RESERVATION
TRACT 1047
UNITED STATES FOREST SERVICE
DB 194 PG 130
DB 175 PG 412
DB 340 PG 476
RANCE ADAMS
RANCE ADAMS130 135PC -L- Sta. 125+67.18P
R
C -
L- Sta. 128+49.49
PT -L- Sta. 133+26.16PRC -L- Sta. 131+28.66P
T -Y3-
Sta. 13
+94.83PCC -Y3- St
a. 12+87.56PT
-Y3
- S
ta
. 10+71
.54
PC
-Y3
- S
ta
. 11+07
.10
PC -Y3- Sta. 10+29.43
1
1
.06.06.00.05.04.03.02.01.01.02.03.04.05.06.06.05.04.03.02.01.00.01.02.03.04.04.03.02.02.01.00.01.0218'
TYP
+41.4918
'TYP
+46.6618'
TYP
+02.16.06
.05
.04
.03
.02
.01
.00
.01
.02
.0
3
10
.017
3
.07
20'TYP+6
.94
GREU TL-3
-Y3- POC STA 11+65.00
END CONSTRUCTION
-L- POC STA 129+90.00 =
-Y3- POT STA 10+00.00
AT-1
GREU TL-3
)YAWYKS ALAHOREHC( 341 CN
-L-).DR DRIBWONS( 5111 RS-3Y-11'11'11'11'9.2'6'PS4'PS7'PS8:1 8:1
17.91'
+96.62 7'PS18.00'
+50.00 6'PS4'PS40.89'
+35.6135'R
80'R
15'R
15'R
62'10.7'+00.00100' STORAGE
+40.00115' TAPER
(LT & RT)+92.00114' TAPER
(LT & RT)
20'R15'R
14'
AT-1
10'10'8:18:1(LT & RT)TAPER25'16.5'16.5'11'11'11'11'60.10'
+56.112GI
18" RCP-III 18" RCP-III 18" CSP18" CSPJB w/MH
18"18" RCP-III
2GI
15"2GI
2GI
JB w/MH
1
5
"15"JB w/MH
2GI
OTCB
24" RCP-III
BDO
24" RCP-III
BDO
42" RCP-IIIDDE = 21 CY
SEE DETAIL 13-2
BERM 'V' DITCH DDE = 13 CY
SEE DETAIL 13-2
BERM 'V' DITCH
DDE = 23 CY
SEE DETAIL 13-2
BERM 'V' DITCH
DDE = 26 CY
SEE DETAIL 13-2
BERM 'V' DITCH
1219
1313
1310
1316
1311
1301
1306
13121309
1314
1315
1302
1303
1304
1305
1307
1308
INV=1996.2
TOP=2002.5INV=2010.3
TOP=2015.0
INV=2027.3
TOP=2032.1
INV=2033.2
TOP=2038.0
INV=2000.8
TOP=2010.0
INV=2028.1
TOP=2031.3
INV=2028.5
TOP=2031.7
INV=2035.3
TOP=2038.5
INV=2003.8
TOP=2010.0
INV=2028.2
TOP=2031.4
W/ ELBOWS1
5" CSPW/ ELBOWS15" CSPW// ELBOWS2
4
" CSPW/ ELBOWS18" CSPREMOVE
REMOVE
REMOVEFLOWABLE FI
LLRETAIN
R
E
T
AI
N
R
E
MOVE
w/MH
TB JB
INV=2003.8
INV=2000.7
15" RCP-III
INV=2051.4
INV=2013.3
INV=1968.0
W/ ELBOWS
30" CSP
FS FS
=0.23
50-yr. HW/D
=1.02
50-yr. HW/D
FS
2GI-A
2GI-AOEP
2GI
1317
INV=1968.1
TOP=1976.0
1318
1319
INV=1996.0
TOP=2005.6
INV=2029.7
TOP=2032.9
INV=2038.2
W/ELBOWS42" CSP42" RCP-III
15" RCP-III
EST 106 S.Y. GEOTEXTILE
EST. 39 TONS
CLASS 'B' RIP RAP
SEE DETAIL 13-3
EST 39 S.Y. GEOTEXTILE
EST. 20 TONS
BANK ONLY
CLASS 'II' RIP RAP
SEE DETAIL 13-1
EST. 113 SY GEOTEXTILE
EST. 76 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
SEE DETAIL 13-1
EST. 85 SY GEOTEXTILE
EST. 58 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
LATERAL B
ASE DITC
H
FR
O
M -DR3- STA. 10+43 TO -DR3- STA. 13+00 LT
FR
O
M -DR3- STA. 11+70 TO -DR3- STA. 13+00 RT
FR
O
M -L- STA. 121+00 TO -L- STA. 121+20 RT
DETAIL 12-2
Varies D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 130+50 TO -L- STA. 133+00 LT
FROM -L- STA. 126+00 TO -L- STA. 129+50 LT
Slope
Ditch
Front
DETAIL 13-1
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Geotextile Varie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 134+50 TO -L- STA. 135+50 LT
FROM -L- STA. 132+50 TO -L- STA. 133+50 LT
DETAIL 13-2
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
C
UT DITC
H W/ RIP R
AP
DETAIL 12-3
( Not to Scale)
-L- STA. 135+10 RT
DETAIL 13-3
PIPE OUTLET RIP RAP AT EMBANKMENT
N.S.W.E.
Pipe Inv.
(min. 2' below bed)
Large CL-II Stones filled in w/ CL-A
Bed
RC Pipe
Water Surface
1.0'min. above
Around Face of Outlet
CL-II Rip Rap 1 times Pipe Dia.
Geotextile
2GI-A
JB w/MH
TB JB w/MH
O
O
O
6.77%
1.77%9.35%INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh13.dgnBouchaAR-2822BScale : 50 13
MATCHLINE -L- STA 126+00 (SHEET 12)MATCHLINE (SHEET 12)SEE SHEET 31 FOR -L- PROFILEMATCHLINE -L- STA 138+00 (SHEET 14)BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011driveway.
to eliminate impacts to private
DA diverted to outfall node #1311
NOTE:
be in good condition.
18" & 24" CMPs appear to
NOTE:
F
F
F
F
C
C
C
C
C
C
C
C
CC
C
C
C
F
F
F F F
F F
F
F
CC
C
C
C
1960
19601
9
6
0
19601960
1960
1960
196019601960196019601960196019601960196019701970197019701970197019701970197019701970197019701970 1970
1970
1
97
019701970
1970 1970
1970
1970
197019701970
1980198019801980
19801980
19801980
1980
1980
1980
19801980198019801980198019801980198019801980199019901990199019901990199019901990199019901990
199019901
9901990
1990
1990
1990
1990
1990
1990
2000200020002000200020002000200020002000
2000
2000
2000
2000
2000
200020002000
200020002000 20102010
2010
2010
2
0
1
0
2010201020102010
2010
2
0
1
02010
20102010201020102010201020102010201020102020202020202020202020202020202020202020
2
0
2
0
2020
2020 20202020 20202020
20202020
2020
2020
2
0
2
020302030
2030
2
0
3
0
2030
2030
2030203020302030
203020302
0
3
0
2030203020302030203020302030203020302040
2040
2040
204020402040204020402040
20402040
2040204020402040
204020402040204020402040204020402
0
50
2050
2050
2
0
5
020502050
2050
2050
20502050
2050
2050
20502050
2
0
5
0
2050205020502050205020502050205020602060206020602060206020602060
2060206020602060
20602060
2060206020602060
2
0
6
0
20602060
2070207020702070207020702
0
7
0
2
0
7
0
207020702
0
7
0
207020702070
20702070
2070
2070
20702070
2070
2080
2080
208020802
0
8
0
2080
20802080
20802080
20802080
2080
20802080
20802080208020802080208020902090209020902090
2090
20902090
209020902090
209020902090
2090
2090
2090
20902090
2100
2
1
0
0
2100
2100210021002100
21002100
2100
2100
2
1
0
0
21002100
2100210021002100211021102110211021102110211021102110
2
1
1
0
2110
2120
21202120
21202 1 2 0
2120
2
1
2
0
2120
21202130
2130
21302130
2
1
3
0
2140
21402
14
0
2140
2
1
5
0
2150
2160 21902190
18" CMP
INV=
19
6
9
.5
9'INV=
19
7
5
.7
4'
18
" CM
P
INV=1961.52'
INV=1960.30'
18" CMP
CONC CONCMTL
WOODS
GR
S 57°37'56" W198.99'S 22°50'53" E
199.47'
S
09°01'01"
E
110.12'
N 26°07'04" W
210.75'
N 19°26'04" W
85.00'S 59°14'56" W194.12'
N
14°19
'04" W
204
.41'
N 18°45'04" W
256.77'N 61°38'28" E578.31'N 26°16'04" W
615.21'
INV=1989.46'
INV=1983.66'
2
8
COLDWATER FARMS, INC.
HW
CONC 31BL-36
27
29
STEVE
HARG
IS
, ETAL
30
BL-37
GPS-107
SNOWBIRD CREEK
SNOWBIRD CREEK
DB 340 PG 476
RANCE ADAMS
TRACT 1047
UNITED STATES FOREST SERVICE
DB 203 PG 697
DB 133 PG 190140145 150PC -L- Sta. 138+93.75PRC -L- Sta. 142+39.51PT -L- Sta. 146+57.031501
12
0
5' R
1255
' R.01.00.01.02.03.04.05.05.04.03.02.01.00.01.02.03.04.05.05.04.03.02.01.00.01.0221'
TYP
+65.752
1'
TYP+55.5121'
TYP
+22.03PROP LOW POINT
ELEV = 1965.04'
-L- STA 148+23.23
)YAWYKS ALAHOREHC( 341 CN
-L-11'11'11'11'6'PS4'PS6'PS4'PSBDO
2GI
30" RCP-IIIBDO
2GI
18" RCP-III BDO
2G-A
30" RCP-III
36" RCP-III24" RCP-III
2GI
BDO
DDE = 38 CY
SEE DETAIL 14-1
BERM 'V' DITCH
DDE = 72 CY
SEE DETAIL 14-1
BERM 'V' DITCH
DDE = 50 CY
SEE DETAIL 14-1
BERM 'V' DITCH
DDE = 60 CY
SEE DETAIL 14-1
BERM 'V' DITCH
DDE = 72 CY
SEE DETAIL 14-1
BERM 'V' DITCH
DDE = 25 CY
SEE DETAIL 14-1
BERM 'V' DITCH
DDE = 28 CY
SEE DETAIL 14-1
BERM 'V' DITCH
DDE = 28 CY
SEE DETAIL 14-1
BERM 'V' DITCH
1403
1401
1406
1404
1411
1413
1407
1402
1405
1408
1409
1410
1414
INV=1985.1
TOP=1990.3
INV=1972.2
TOP=1975.2
INV=1955.5
TOP=1961.4
INV=1955.8
TOP=1961.5
INV=1957.8
TOP=1963.1
INV=1957.1
TOP=1961.9FLOWABLE FILLFLOWABLE FILLFLOWABLE FILLINV=1968.0
W/ ELBOWS
30" CSP
INV=2000.1
INV=1985.8
W/ ELBOWS
18" CSP
INV=1961.0
W/ ELBOWS
30" CSP
INV=1969.5
INV=1955.4
36" RCP-III
INV=1975.0
W/ ELBOWS
24" CSP
FS
FS
FS
FS
=0.55
50-yr. HW/D
=0.44
50-yr. HW/D
=0.69
50-yr. HW/D
=0.47
50-yr. HW/D
2GI-A
2GI-A
1418
1417
INV=1980.3
TOP=1983.1
INV=1963.0
TOP=1977.7
INV=1984.8
TOP=1992.2
W/ ELBOWS
30" CSP
INV=1968.1
TOP=1976.0
JB w/MH
30" RCP-III
2GI
15
" RC
P
-III 1415
1416
SEE DETAIL 14-2
EST 22 S.Y. GEOTEXTILE
EST. 11 TONS
BANK ONLY
CLASS 'II' RIP RAP
SEE DETAIL 14-2
EST 10 S.Y. GEOTEXTILE
EST. 4 TONS
BANK ONLY
CLASS 'II' RIP RAP
SEE DETAIL 14-2
EST 30 S.Y. GEOTEXTILE
EST. 15 TONS
BANK ONLY
CLASS 'II' RIP RAP
( Not to Scale)
-L- STA. 148+25 RT
-L- STA. 142+15 RT
-L- STA. 139+05 RT
DETAIL 14-2
PIPE OUTLET RIP RAP AT EMBANKMENT
N.S.W.E.
Pipe Inv.
(min. 2' below bed)
Large CL-II Stones filled in w/ CL-A
Bed
RC Pipe
Water Surface
1.0'min. above
Around Face of Outlet
CL-II Rip Rap 1 times Pipe Dia.
GeotextileVarie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 148+50 TO -L- STA. 149+50 LT
FROM -L- STA. 145+50 TO -L- STA. 146+75 LT
FROM -L- STA. 141+50 TO -L- STA. 142+50 LT
FROM -L- STA. 138+50 TO -L- STA. 139+50 LT
DETAIL 14-1
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
2GI
18" RCP-III 2GI 1411O
O1.77%
0.46%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh14.dgnBouchaAR-2822BScale : 50 14
MATCHLINE -L- STA 138+00 (SHEET 13)MATCHLINE -L- STA 150+00 (SHEET 15)SEE SHEET 32 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011RDWY GRD.
0.54%
RDWY GRD.
1.78%SAG148+23.23 -L-C
F F
C
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
CF
C
C C
F
1950
1950195019501950195019501950
19501950195019501950
195019501960196019601960
1960
1960196019601960196019601960
1960
19601960
1960
1960
1960
1960196019601960196019601960196019601960196019601960
1960
197019701970197019701970197019701970197019701970197019701970 1970
1970
1970
1970
1970 197019701
9
7
0
19701970
1970 19701970197019701980198019801980198019801980198019801980
1980
1980
19801980
1980
19801980198019801980198019801980198019801980198019801
9
9
01990 199019901990199019901990199019901990199019901990199019901990199019901990199019901990
1
9
9
0
1990
1990
1990
1990
1990
1990
20002000200020002000200020002000200020002000200020002000200020002000
200020002000200020002000
2000
2000
200020002000 201020102010201020102010201020102010201020102010
2010
2010
2010
2010
201020102010201020102010201020102020202020202020202020202020 2020
2020
2020 202020202020
20202020202020202020202020202020202020302030203020302030203020302030
2030203020302030
2030
2
030
20302030
20302030
2030
2030203020402040204020402040
2040204020402040
2
0
4
0
20402040
2040
2040
2040
2040
2040 2050205020502050205020502050
2
0
5
0
2050
2050
2050
2050
2050
2050
2050
2050 2060206020602060
2060
2060
2060
2060
2
0
6
0
2060
206020602060
2060
2060
2060 20702070207020702070
20702070
2070207020702070
20702070
2070
2070
2
0
7
0 2080208020802080
2080
20802080
2
0
8
0208020802080
20802080
2080 20902090
20902090
2090
20902090
20902090
2090
2090 21002100210021002100
210021002100
210021002100
2100
2100 2110211021102110
2110
2
1
1
0
2110
211021102110
2110
2110
2110 21202
1
2
0
2120
212021202120
2
1
2
0
2120 21202120
2120 212021202130
2130
21302130213021302130
213021302130214021402140
2140
21402140
2150
2150
2150
2150 21502150216021602
1
6
021602160
2170
21702180
2190
18" CMP
INV=1959.81'
INV=1961.78'
18" CMP INV=1944.59'18" CMPWOODSWOODSWOODS36384445WD
S 60°01'36" W581.94'
N 28°20'04" W
98.78'
N 28°20'04" W
117.84'
N 29°17'04" W
157.00'
N

1
0
°1
3'
0
4" W
4
6
.
8
8'30.00'S 49°11'56" W184.14'
N
12
°56'04
" W
184
.14'
N
12
°56'04
" W
245
.17'N 49°11'56" E184.14'58.67'
S 18°23
'25" E
176.09
'
S
08°53'18"
E
286.03'
S 61°28'21" E
259.50'S 02°36'02" E69.33'
S 19°43'08" E
74.62'
S 17°59
'47" E
51.23
'S 43°58'49" E
89.54'
S 70°54'53" E
INV=1957.41'
INV=1959.71'INV=1946.42'SNOWBIRD CREEK
32 GPS-108
33
34
BL-38
3
5
37SNOWBIRD CREEK
BL-39 18" CMP
INV=1953.14'
INV=1952.78'INV=1952.44'42NC 143 SANTEETLAH RD.
SPIKE SET IN BASE OF 24" PINE
-BL- STA. 159+30.00 12' RT
BM-13 ELEV. 1962.47'
TRACT 1047
UNITED STATES FOREST SERVICE
DB 133 PG 190 DB 203 PG 697
DB 95 PG 766
DB 284 PG 398
DB 290 PG 398
THE STATE OF NORTH CAROLINA
ALMA TAYLOR
ROBERT RIGRISH
STEVE HARGIS, ETALCOLDWATER FARMS, INC.
TRACT 1047
FOREST SERVICE
UNITED STATES150155160165
PC -L- Sta. 153+79.11PT -L- Sta. 156+25.97PC -L- Sta. 158+89.86PT -L- Sta. 164+93.36
1501
1310' R
1
.04.03.02.01.02.03.04.05.05.04.03.02.02.03.04.05.06.06
.05
.04
.03
.02
.01.00.01.0221'
TYP
+67.1118
'
TYP
+04.9718
'TYP
+53.8618'TYP+11.36 GREU TL-3GREU
TL-3
PROP HIGH POINT
ELEV = 1966.47'
-L- STA. 152+71.83 )YAWYKS ALAHOREHC( 341 CN-L-11'11'6'PS4'PS11'11'
7'
PS4'
PS 8:18:1
7'PS18.14'
+99.48
18.00'
+51.29
18" RCP-III 2GI
BDO
BDO
2GI
18" RCP-III 2GI
BDO
2GI
24" RCP-III2GI
BDO
2GI
18" RCP-III
2GI
2GI18" RCP-III 2GI18" RCP-III 18" RCP-III DDE = 40 CY
SEE DETAIL 15-1
BERM 'V' DITCH
DDE = 67 CY
SEE DETAIL 15-1
BERM 'V' DITCH
DDE = 95 CY
SEE DETAIL 15-1
BERM 'V' DITCH
DDE = 15 CY
SEE DETAIL 15-1
BERM 'V' DITCH
DDE = 60 CY
SEE DETAIL 15-1
BERM 'V' DITCH
DDE = 85 CY
SEE DETAIL 15-1
BERM 'V' DITCH
DDE = 20 CY
SEE DETAIL 15-1
BERM 'V' DITCH
DDE = 20 CY
SEE DETAIL 15-1
BERM 'V' DITCH
SEE DETAIL 15-2
SPECIAL CUT 'V' DITCH
1503
1501
1507
1504
1511
1508 1512
1515
1514
1502
1505
1506
1509
1510
1513
1520
1517
1516
1518
INV=1959.5
TOP=1962.5
INV=1957.0
TOP=1965.4
INV=1960.8
TOP=1963.8
INV=1956.2
TOP=1963.1
INV=1958.2
TOP=1961.7
INV=1954.5
TOP=1962.1
INV=1952.1
TOP=1956.0
INV=1952.3
TOP=1955.8
INV=1952.6
TOP=1955.9
INV=1954.8
TOP=1957.8
18" CSP W/ ELBOWS18" CSP W/ ELB
O
WS
FLOWABLE FILLFLOWABLE FILLR
E
MO
VE
REMOVE
INV=2019.5
INV=1956.5
INV=1985.9
W/ ELBOWS
18" CSP
INV=1954.0
INV=1969.3
W/ ELBOWS
24" CSP
INV=1953.0
INV=2043.5
FS
FS
FS
FS
FS
FS
=0.35
50-yr. HW/D
=0.28
50-yr. HW/D
=0.87
50-yr. HW/D
=0.29
50-yr. HW/D
INV=1955.0
1519
INV=1953.0
TOP=1956.2
INV=1953.7
TOP=1956.7 18" RCP-III 18" RCP-III 18" R C P-III
SEE DETAIL 15-3
EST. 35 SY GEOTEXTILE
EST. 24 TONS CLASS 'I' RIPRAP
CUT DITCH W/ RIP RAP
SEE DETAIL 15-4
EST 10 S.Y. GEOTEXTILE
EST. 4 TONS
BANK ONLY
CLASS 'II' RIP RAP
SEE DETAIL 15-4
EST 10 S.Y. GEOTEXTILE
EST. 4 TONS
BANK ONLY
CLASS 'II' RIP RAP
SEE DETAIL 15-4
EST 15 S.Y. GEOTEXTILE
EST. 7 TONS
BANK ONLY
CLASS 'II' RIP RAP
SEE DETAIL 15-4
EST 7 S.Y. GEOTEXTILE
EST. 3 TONS
BANK ONLY
CLASS 'II' RIP RAP
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 151+50 TO -L- STA. 152+50 LT
DETAIL 15-2
Min. D= 3Ft.
Ground
Natural Slope
Ditch
Front
Varie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 160+50 TO -L- STA. 162+50 LT
FROM -L- STA. 155+50 TO -L- STA. 158+00 LT
FROM -L- STA. 153+00 TO -L- STA. 154+70 LT
FROM -L- STA. 151+00 TO -L- STA. 152+10 LT
DETAIL 15-1
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
( Not to Scale)
-L- STA. 157+90 RT
-L- STA. 157+00 RT
-L- STA. 154+50 RT
-L- STA. 151+50 RT
DETAIL 15-4
PIPE OUTLET RIP RAP AT EMBANKMENT
N.S.W.E.
Pipe Inv.
(min. 2' below bed)
Large CL-II Stones filled in w/ CL-A
Bed
RC Pipe
Water Surface
1.0'min. above
Around Face of Outlet
CL-II Rip Rap 1 times Pipe Dia.
Geotextile
2GIVariesDFlatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 165+50 TO -L- STA. 166+00 RT
DETAIL 15-3
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL 'I' Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
18" RCP-III
24" RCP-III
15" RCP-III
2GI
2GI
TO DRAIN
GRADE
TO DRAIN
GRADE
O OO
O0.46%0.30%INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh15.dgnBouchaAR-2822BScale : 50 15
MATCHLINE -L- STA 150+00 (SHEET 14)-L- STA 166+00 (SHEET 16)MATCHLINEMAT
C
HLI
NE (S
HEET 16)
SEE SHEETS 33 & 34 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011RDWY GRD.
0.30%
RDWY GRD.
0.54%CREST152+71.83 -L-C
C
C
C
C
C
C
C
C
C
C
F
F F
C
C
C
C
C
C
F
C
F
C
194019401940
1940
1940194019401940
194019401940194019401940194019401940
1940
19401940194019401940
1940 19401
9
4
0
1
9
4
0
1940194019501950195019501
9
5
0
1950
1950
1950
1950
1950
195019501 9 5 0
1950
1950
19501950195019501950195019501950
1950
195019501950195019501950195019501
9
5
019501950
19501
9
5
0
1
9
5
0
19501
9
5
0
1
9
5
0196019601960
1960
1960
1 9 6 0
1960
1960
19601960196019601960196019601960196019601960196019601960196019601
9
6
0
1960
196019601960
19701970197019701970197019701970197019701970197019701970197019701970
1970
1970
1970
1970 19701970
1
9
7
0
19701970
1980 198019801980198019801980198019801980
1980198019801980
1980
1 9 8 0
19801980
1980
1980
1980
1980
1980
19801980198019801980198019801980199019901990199019901990199019901990199019901990199019901990199019901990199019901990
1990
199019901990
1990
1990
1990
1990
1990
20002000200020002000200020002000200020002
0
0
02000 2000200020002000200020002000
2000
2000
2000
2000
2
0
00 20002
0
0
0
2000
20002000
20102
0
1
0
2
0
1
02010 20102010201020102010
2010
2010201020102010
2010
2010
2010
2010
201020102010201020102010201020102020202020202020202020202020
20202
0
2
0
202020202020 20202020202020202020
2020
2020
2020 202020202020
20202020
2020
2020
203020302030203020302030
20302030203020302
0
3
0203020302030
2030
2030
2030
2030
2030203020302030 20302030204020402040
204020402040 204020402040204020402040
2040
2040
2040
2040
204020402040
2040 2040
2040 204020502050205020502050
20502
0
5
0
2050205020
50205020502050
2050
2050
2050
2050
2050 2050205020502060206020602060
2060206020602060
20602060
20602060
2060
2060
20602060
2060
2060
20702070
2
0
7
0 20702070207020702070
2070
2070
2070
208020802080208020802080
2080
20802090 209020902090
2090 210021002100
2100 211021102120 212050.00'EXISTING R/WEXISTING R/WINV=1944.59'18" CMP
INV=1942.82'
48" CMP
INV=1944.52'INV=1951.13'INV=1948.58'18" CMPI
NV=1942.99'
I
NV=1940.36'24" CM
PMTL
MTL
M
TLG
R
B
STBSTMTL
MTLMTL
W
OODSGR
WOODS
47
BST
GR
49
5036" WD
GR/SOIL
GR/SOIL
HOUSEBATH
S
8
7°0
7'5
1" E12
4.16'
S 45°29'45" W
246.01'
S 11°02'48" W78.70'S 23°07'51" E207.90'S
8
7°0
9'10" E3
7
3.6
0'N 31°57'09" E51.74'N 23°25'29" WN 31°57'09" E
253.00'
S 39°28'09" W
314.79'S 86°59'08" W202.29'
S 62°46'01" W
90.81'16.89'N 36°49'49" W29.61'N 45°32'48" W55.98'N
5
0
°
4
5'
2
9
" W3
5.
1
3'
1
0
9
SNOWBIRD CREEK
43BL-42
WOODS
46
SN O WB IRD C R EEK
48
HTRSRK WALL MON.U.F.SBY5-65BL-43

M
ON.U.F.SN 75°24'31" E80.16'SNOW
BI
RD CREEK51SPIKE SET IN BASE OF 20" POPLAR
-BL- STA. 176+71.00 66' LT
BM-14 ELEV. 1953.61'SPIKE SET IN BASE OF 20" POPLARS 41° 09'49.1" E DIST.95.85'-BY5- STA. 8+03.00BM-25 ELEV. 1971.24'SGRROCK WALLBST15" CMPTRACT
UNITED STATES FOREST SERVICE
TRACT
UNITED STATES FOREST SERVICE
DB 306 PG 269
MARY C. GRIFFIN, LIFE ESTATE
MARY C. GRIFFIN, LIFE ESTATE
DB 306 PG 269
MARY C. GRIFFIN, LIFE ESTATE
DB 153 PG 800170175PC -L- Sta. 170+98.06PRC -L- Sta. 173+17.24POT -Y4- Sta. 12+71.43PT -Y4- Sta. 12+47.20
PC -Y4- Sta. 11+32.63
PT -Y4- Sta. 11+01.48
PT -L- Sta. 176+88.58
PC -Y4- Sta. 10+47.42
1
28
29
1
29.02.03.04.05.06.06.05.04.03.02.01.00.01.02.03.04.05.06.06.05.04.03.02.01.00.01.02.00.01.0221'
TYP
+38.2421'
TYP
+56.062
1'
TY
P
+09.58+58.581
8'
TY
P
.02.02
.01
.01
.00
.02.02
.0211
.021
+37.84 20'TYPGREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
PROP LOW POINT
ELEV = 1949.24'
-L- STA 177+30.14
-Y4- POC STA 11+10.00
END CONSTRUCTION
-L- POT STA 167+77 +/-
BEGIN APPROACH SLAB
-L- POT STA 169+84 +/-
END APPROACH SLAB
-L- POT STA 169+71 +/-
END BRIDGE
-L- POT STA 167+91 +/-
BEGIN BRIDGE
-Y4- POT STA 10+00.00
-L- POC STA 172+64.00 =).DR PAG U I( 8111 RS-4Y--L-
)YAWYKS ALAHOREHC( 341 CN
GREU TL-3
11'11'11'11'8.9'
9.5'6'PS4'PS7'PS8:1
7'PS7'PS18.00'
+01.32
8:1
8:1 35'R
55'R
135 4'PS6'PSTYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
18.00'
+52.03
10'10'(LT & RT)TAPER25'18.00'
+10.29
18" RCP-III
18" RCP-III
2GI
2GI 30" RCP-III2GI
1
8
"2GI
1602
1605
1601
1604
1606 1607
INV=1951.0
TOP=1955.8
INV=1944.6
TOP=1947.6
INV=1942.7
TOP=1945.7
R
E
MOVE REMOVEREMOVEREMOVE
INV=1948.5
INV=1936.0
FS
FS1610
1611
1609
1608
INV=1955.0
TOP=1957.8 INV=1954.0
TOP=1956.8
INV=1946.3
TOP=1949.0
INV=1945.0
18"
15" RCP-III 15" CSP15" CSP
INV=1940.4
TOP=1945.7
INV=1948.5
TOP=1951.7
1702
1701
INV=1938.0SEE DETAIL 15-3EST. 35 SY GEOTEXTILEEST. 24 TONS CLASS 'I' RIPRAPCUT DITCH W/ RIP RAPGround
Natural
FROM -L- STA. 172+35 TO -L- STA. 173+35 LT
FROM -Y4- STA. 10+50 TO -Y4- STA. 10+89 RT
TO A THICKNESS OF 18”
EXISTING CHANNEL AND USE TO LINE PROPOSED CHANNEL BOTTOM
NOTE: REMOVE 18” OF NATURAL CHANNEL BOTTOM MATERIAL FROM
NATURAL CHANNEL SUBSTRATE BASE:
Type of Liner=COIR FIBER MATTING SIDE SLOPES
B= 8Ft.
Max. d= 1Ft.
Min. D= 6Ft.
DETAIL 16-4
1612
1613
INV=1950.4
INV=1952.2
TOP=1955.4
2GI
2GI
2GI
2GI15" RCP-III
2GI-A
SEE DETAIL 16-2
SPECIAL CUT DITCH
( Not to Scale)
RIP RAP AT EMBANKMENT
FROM -L- STA. 167+00 TO STA. 167+30 RT
DETAIL 16-5
Grade
Ditch
2.5'
GEOTEXTILE

Type of Liner=CL-II Rip-Rap
10'min.
1.0'min.( Not to Scale)
-L- STA. 177+00 LT
DETAIL 16-6
PIPE OUTLET RIP RAP AT EMBANKMENT
N.S.W.E.
Pipe Inv.
(min. 2' below bed)
Large CL-II Stones filled in w/ CL-A
Bed
RC Pipe
Water Surface
1.0'min. above
Around Face of Outlet
CL-II Rip Rap 1 times Pipe Dia.
Geotextile
LATERAL 'V' DITCH
( Not to Scale)
2:
1 2:1
D
b
d
1"/Ft.
FROM -L- STA. 166+00 TO -L- STA. 167+00 (RT)
Slope
Fill
Type of Liner= CL-I Rip-Rap b= 5Ft.
Max. d= 1.5Ft.
Min. D= 1.5Ft.
DETAIL 16-3
Ground
Natural
Geotextile
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
2:1B Ground
Natural
Fill Slope
Proposed
EST 15 S.Y. GEOTEXTILE
EST. 5 TONS
CLASS 'I' RIP RAP
SEE DETAIL 16-6
EST 22 S.Y. GEOTEXTILE
EST. 11 TONS
BANK ONLY
CLASS 'II' RIP RAP
EST 20 S.Y. GEOTEXTILE
EST. 7 TONS
CLASS 'I' RIP RAP
SEE DETAIL 16-5
EST 35 S.Y. GEOTEXTILE
EST. 18 TONS
BANK ONLY
CLASS 'II' RIP RAP
SEE DETAIL 16-4
EST. 34 SY GEOTEXTILE
EST. 23 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
DDE = 1250 CY
SEE DETAIL 16-4
EST. 675 SY GEOTEXTILE
EST. 450 SY COIR FIBER MATTING
EST. 110 TONS NATURAL CHANNEL SUBSTRATE
WITH 8' BASE & 8' FLOODBENCH
PROPOSED CHANNEL CHANGE
DDE = 250 CY
SEE DETAIL 16-4
EST. 135 SY GEOTEXTILE
EST. 90 SY COIR FIBER MATTING
EST. 22 TONS NATURAL CHANNEL SUBSTRATE
WITH 8' BASE & 8' FLOODBENCH
PROPOSED CHANNEL CHANGE
DDE = 45 CY
EST. 85 SY GEOTEXTILE
EST. 50 TONS CLASS 'I' RIPRAP
SEE DETAIL 16-3
LATERAL 'V' DITCH
MAX 1.5:1D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 177+25 TO -L- STA. 179+00 RT
Slope
Ditch
Front
DETAIL 16-4
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Geotextile
INV=1940.0
TOP=1947.5
1701A OMH
JB w/M
HJB
w
/2:12:1
D
( Not to Scale)
STANDARD 'V' DITCH
FROM -L- STA. 167+00 (38' LT) TO -L- STA. 167+80 (67' LT)
Min. D= 1.5 Ft.
DETAIL 16-1
Ground
Natural
Ground
Natural Flatter4:1 or
DMAX 1:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 170+00 TO -L- STA. 171+85 RT
DETAIL 16-2
Min. D= 3Ft.
Ground
Natural Slope
Ditch
Front
W/ ELBOWS
15" CSP
DDE = 100 CY
SEE DETAIL 16-1
GRADE TO DRAIN
STANDARD 'V' DITCH
15" RCP-III
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
O OO
O O0.30%3.47%6.87%INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh16.dgnBouchaAR-2822BScale : 50 16
MATCHLINE -L- STA 166+00 (SHEET 15)MATCHLINE (SHEET 15)MATCHLINE -L- STA 179+00 (SHEET 17)SEE SHEETS 34 & 35 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011RDW
Y
G
RD
.5
.2
7%
RDW
Y
G
RD
.2
.4
9%177+30.14 -L-SAGC
C
F
C
F
F
F F
C
C
C
C
C
C
C
C
C
F
F
C
C
C
F
F
F
C
F
C
F
1940194019401940194019401940194019401940194019401940
1940
1940
1940
1940 19401940
1940
1
94
01940195019501
9
5
0
195019501950
1950
1950
1950
1950
1950
1950 195019501950195019501950195019501950195019501950195019601
9
6
0 19601960196019601960196019601960196019601960
1960
1960
1960
1960
1960 19601960
19601960
19601960197019701970197019701970197019701970197019701
9
7
0 19701970
1970
1970
1970
1970 19701970
19701970
1970
1970
1970
1970
19801980198019801980198019801980198019801980198019801980
1
9
8
0
1
9
8
0
1980
1980
19801980
1980
1980
1980
1980
1980
198019901990199019901990199019901990199019901990199019901990199019901990
1
99
01990
1990
1990
1990
1990
1990
20002000200020002000200020002000200020002000200020002000200020002000
2000
2000 2000 20002
0
0
0
2000
2000 2000 20002
0
0
0
201020102010201020102010201020102010201020102010201020102010201020102010
2010
2
0
1
0
2010
2010
2010
20202020202020202020202020202020202020202020202020202020202020202020
2020
2020 20202020 2020
20302030203020302030203020302030203020302030203020302030203020302030
2030
2030
2040204020402040204020402040204020402040204020402040204020402040
2040
2040
2050205020502050205020502050205020502050205020502050
2050
2
0
6
0
20602060206020602060206020602060206020602 0 6 0206
020602060
20702070207020702070207020702070207020702080208020802080208020802080208020802080208020902090209020902090209020902090209020902090 21002100
210021002100210021002100210021002110211021102110211021102110
2110
212021202120212021202120
21302130 213021302130214021402140214021402150215021502160I
NV=
19
5
5.9
0'
I
NV=19
5
2.8
6'18" CMP
18" CMP
INV=
19
6
0
.7
0'INV
=
19
5
7
.0
9'
3
6
" CM
P
MTL
MTL
MTL
MTL
WOODS
WOODSGR
GR1
S
F
DRAPRI
P
RAPRIP
S 45°29'45" W
246.01'
N 66°45'34" E
333.76'
N 65°38'46" E
202.92'
58
59
BL-44
52
53
BL-45
54
BL-46
55
56
MON.U.F.SN 66°45'34" E19.82'S 44°43'30" E25.77'BL-4757
MON.U.
F.
S
S
4
4°4
3'3
0" E17.2
9'N
8
7°3
3'3
1" E14.6
4'
BL
-4
8
3
6
" RK
WALL
RK
STEP
S
NC 143 SANTEETLAH RD.
S
PI
KE
S
ET I
N BAS
E OF
18"
P
OP
LAR-BL-
S
TA. 19
8
+
3
3.0
0
5' RTBM-
15 ELEV. 19
6
0.0
6'
DB
15
3
PG
80
0
ESTATE
MARY
C
. GR
IFF
IN
, L
IFE
MARY C. GRIFFIN, LIFE ESTATE
DB 306 PG 269
MARY C. GRIFFIN, LIFE ESTATE
DB 306 PG 269
MARY C. GRIFFIN, LIFE ESTATE
DB 306 PG 269
TRACT 1047
UNITED STATES FOREST SERVICE
180185190PC -L- Sta. 179+54.58PT -L- Sta. 182+40.98PC -L- Sta. 183+98.48PRC -L- Sta. 187+60.90
PT -L- Sta. 189+74.54PC -L- Sta. 190+98.001
29
29
29.02.01.00.01.02.03.06.05.04.03.02.01 .00.01 .02.03.04.05.06.05.04.03.04.05.06.05.04.03.02.01+30.5818'
TYP +83.7318'
TYP
18'TYP+06.90.06PROP LOW POINT
ELEV = 1964.69'
-L- STA 187+79.45
PROP HIGH POINT
ELEV = 1969.98'
-L- STA 184+40.86
-L-)YAWYKS ALAHOREHC( 341 CN
11'11'11'11'4'PS6'PS4'PS6'PS-L- POC STA 183+00.00
22.50', LT.
END RETAINING WALL #2
-L- POC STA 185+50.00
22.50', LT.
BEGIN RETAINING WALL #2
2GI
15" RCP-III
2GI 2GI
18" RCP-III
2GI
18" RCP-
III 2GI
BDO
2GI
2GI
15" RCP-III 2GI
2GI 1
5
" RC
P
-III HW
15" RCP-III 2GI
TB JB w/MH
2GI
HW
HW
24" RCP-III
DDE = 162 CY
SEE DETAIL 17-1
BERM 'V' DITCH DDE = 250 CY
SEE DETAIL 17-1
BERM 'V' DITCH
1705
1709
1704
1712
1710
1721
1720
1722
1701
1715
1718
1706
1707
1708
1711
1713
1714
1702
1703
1717
1716
1725
1719
1724
1723
INV=1940.0
TOP=1950.4
INV=1959.6
TOP=1962.6
INV=1960.6
TOP=1965.6
INV=1960.8
TOP=1963.8
INV=1958.4
TOP=1961.2
INV=1961.5
TOP=1964.5
INV=1952.5
TOP=1955.7
INV=1961.5
TOP=1964.7
INV=1961.2
TOP=1964.4
INV=1963.9
TOP=1966.7
INV=1968.0
TOP=1977.5REMOV
EINV=1938.0
INV=1948.5
TOP=1951.7
INV=1937.6
INV=1991.5
W/ ELBOWS
18" CSP
INV=1945.0
INV=1945.0
INV=1951.0
INV=1952.0
INV=1951.9
TOP=1965.9
W/ ELBOWS
15" CSP
INV=1961.0
TOP=1964.3
15" RCP-III
W/ ELBOWS
42" CSP
INV=1938.5
FS
FS
=0.57
50-yr. HW/D
50-yr. HW/D=0.93
50-yr. HW/D=0.80
50-yr. HW/D=0.95(BURIED 1')60" RCP-III(BURIED 1')60" RCP-III(BURIED 1')72" RCP-III42" RCP-IIIINV=1958.0
INV=1959.0
INV=1973.0
2GI-A
JB w/MH
JB w/MH
W/ ELBOWS
42" CSP 42"1726
1727
INV=1938.7
TOP=1948.0
INV=1956.0
TOP=1967.0
(Variable)
Channel Bed
SEE DETAIL 17-2
SPECIAL CUT DITCH
SEE DETAIL 17-2
SPECIAL CUT DITCH
EST 78 S.Y. GEOTEXTILE
EST. 50 TONS
CLASS 'I' RIP RAP
SEE DETAIL 17-4
EST 130 S.Y. GEOTEXTILE
EST. 97 TONS
CLASS 'II' RIP RAP
SEE DETAIL 17-4
EST 130 S.Y. GEOTEXTILE
EST. 97 TONS
CLASS 'II' RIP RAP
EST 20 S.Y. GEOTEXTILE
EST. 7 TONS
CLASS 'I' RIP RAP
EST 15 S.Y. GEOTEXTILE
EST. 5 TONS
CLASS 'I' RIP RAP
SEE DETAIL 17-3
EST. 119 SY GEOTEXTILE
EST. 81 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
1701A
INV=1940.0
TOP=1947.5
w/ ELBOWS15" CSPMH
JB w/
INV=1948.3
TOP=1952.0
1715A
w/SLAB LID
JB
MHJB w/MH
JB w/
INV=1952.3
TOP=1956.0
MH
JB w/
1718A 15"15"Varie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 181+50 TO -L- STA. 185+50 RT
DETAIL 17-1
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY Flatter4:1 or
DVaries
( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 189+72 TO -L- STA. 190+00 RT
FROM -L- STA. 187+00 TO -L- STA. 188+00 RT
DETAIL 17-2
Min. D= 3Ft.
Ground
Natural Slope
Ditch
Front MAX 1:1D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 179+00 TO -L- STA. 182+50 RT
Slope
Ditch
Front
DETAIL 17-3
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Geotextile
w/ ELBOWS18" CSPW/ ELBOWS
15" CSP
15" RCP-III
18" RCP-III
TO DRAIN
GRADE
TO DRAIN
GRADE
3.47%
7.07%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh17.dgnBouchaAR-2822BScale : 50 17
MATCHLINE -L- STA 179+00 (SHEET 16)MATCHLINE -L- STA 192+00 (SHEET 18)SEE SHEET 35 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL
( Not to Scale)
Geotextile
Elevation
Natural Bed
-L- STA. 189+77 LT
-L- STA. 188+72 LT
Ground
Natural
Ground
Natural
PIPE OUTLET CHANNEL STABILIZATION
DETAIL 17-4
2'

Type of Liner= CL-II Rip-Rap - Keyed-In
Length= 40 Ft.NAD 83 / NA 2011RDWY GRD.2.21%
RDWY GRD.2.75%CREST184+40.86 -L-R
D
WY
G
R
D.7.07
%R
D
WY
G
R
D.2.21
%S AG1 8 7 +7 9 .4 5 -L-
FF
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
C
194019401940
1940
19401940194019401940194019401940194019401940
1940
1940
1940
1950
1950
1950
19501950
1950195019501950195019501950195019501950195019601960196019601960196019601960196019601960 1960
1960
1960 196019701970197019701970197019701970197019701
9
7
0
1970
1970
1970
1970
198019801980198019801980198019801980198019801980
1980
1980
19901990199019901990199019901990199019901990
1990
1990
1990
200020002000200020002000200020002000200020002000
2000
201020102010201020102010201020102010201020102 0 1 0
2010
2010
20102010
2020202020202020202020202020202020202020202020202
0
2
0
2020
2030203020302030203020302030203020302030203020302030
204020402040204020402040204020402040204020402
0
4
0
20402
0
4
0
2050205020502050205020502050205020502050205020502060206020602060206020602060206020602060206020602070207020702070207020702070207020702070207020702080208020802080208020802080208020802080208020802080208020902090209020902090209020902090209020902090209020902090210021002100210021002100210021002100210021002100210021102110211021102110211021102110211021102110211021102110212021202120212021202120212021202120212021202120212021202130213021302130213021302130213021302130213021302130214021402140214021402140214021402140214021402140214021502150215021502150215021502150215021502150215021602160216021602160216021602160216021602160217021702170217021702170217021702170217021802180218021802180218021802180218021902190219021902190219021902190220022002200220022002200220022002210221022102210221022102210222022202220222022202220223022302230223022302230223022402240224022402240224022502250225022502260226022602260227022702270227015" HDP
EINV=2009.94'
INV=2017.50'
18" CMP MT
L
MTLWOODS
WOODSGR
N 28°39'31" E
439.00'S
8
3
°
3
4'
2
9
" E7
4.
6
3'N 65°38'46" E
202.92'
MON.U.F.S60B
L
-49MARY C. GRIFFIN, LIFE ESTATE
DB 306 PG 269
61
BL-50
62
63 BL-51
64SPIKE SET IN BASE OF 18" POPLAR
-BL- STA. 211+15.00 9' LT
BM-16 ELEV. 2032.80'
TRACT 1047-S
UNITED STATES FOREST SERVICE
TRACT 1047-S
UNITED STATES FOREST SERVICE195200PCC -L- Sta. 192+83.62PT -L- Sta. 195+51.94PC -L- Sta. 196+34.89PRC -L- Sta. 198+79.2929
29
730
' R
30
30.06.05.04.03.02.01.00.06.05.04.03.02.01+53.2921'
TYP.06-L-
)YAWYKS ALAHOREHC( 341 CN11'11'11'11'4'PS6'PS4'PS6'PS15'R20'R
15'24" RCP-III
24" RCP-III
24"
R
C
P-III15"
RCP-III
24" RCP-III2GI
BDO
2GI
15" RCP-III
2GI
JB w/MH
2GI
30" RCP-
I
I
I
2GI
BDO
DDE = 25 CY
SEE DETAIL 18-1
BERM 'V' DITCH
DDE = 58 CY
SEE DETAIL 18-1
BERM 'V' DITCH
DDE = 44 CY
SEE DETAIL 18-1
BERM 'V' DITCH
DDE = 56 CY
SEE DETAIL 18-1
BERM 'V' DITCH
1814
1810
1815
1812
1813
1807
1801
1802
1805
1806
1808
1809
INV=1961.0
TOP=1966.3
INV=2014.1
TOP=2020.1
INV=2014.3
TOP=2018.3
INV=1979.9
TOP=1984.6
INV=1986.9
TOP=1991.7
INV=1993.9
TOP=1998.7
INV=1994.1
TOP=1997.6
INV=2002.1
TOP=2005.3
INV=2008.2
TOP=2011.4
W/ ELBOWS24" CSPW/ ELBOWS30" CSP15"REMOVE
FL
O
WA
BLE FILL
INV=1990.6
INV=2021.2
W/ ELBOWS
18" CSP
INV=2049.4
INV=1935.5
FS
FS
=0.67
50-yr. HW/D
=0.62
50-yr. HW/D
2GI-A
2GI-A
2GI-A
1811
INV=1935.6
TOP=1941.5
W/ ELBOWS30" CSPJB w/MH 30"EST 58 S.Y. GEOTEXTILE
EST. 36 TONS
CLASS 'II' RIP RAP
SEE DETAIL 18-2
EST. 145 SY GEOTEXTILE
EST. 97 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAPVarie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 197+50 TO -L- STA. 199+00 RT
FROM -L- STA. 194+00 TO -L- STA. 195+50 RT
DETAIL 18-1
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY 1.5:1D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 198+00 TO -L- STA. 203+00 RT
Slope
Ditch
Front
DETAIL 18-2
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Geotextile
TO DRAIN
GRADE
TO DRAIN
GRADE
O
7.07
%4.05%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh18.dgnBouchaAR-2822BScale : 50 18
MAT C HL INE -L - S T A 192+00 (S HE E T 17)MATCHLINE -L- STA 203+00 (SHEET 19)SEE SHEET 36 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL
NAD 83 / NA 2011
C
C
F
F
C
F
C
C
F
F
F
F
C
C
F
19401940194019401940194019401940194019401940194019401940
19401940
1940
1940
19401940
1
9
5
0
1
9
5
0
19501950195019501950
1
9
5
0 19501950195019501950195019501950195019501
9
6
01960 1960196019601960196019601960196019601960196019601960 19601960 1960
1
9
6
0
1
9
7
0
1
9
7
01970 19701970197019701970197019701970197019701970197019701970
19701970
19701
9
8
0
1980 19801980198019801980198019801980198019801980198019801980
1
9
8
0
19801980
19901
9
9
0
1990 1990199019901990199019901990199019901990199019901
9
9
0
19901990
19901990
20002
0
0
020002000 2000200020002000200020002000200020002000200020002000200020102010
2
0
1
02010 20102010201020102010201020102010201020102010201020102010
20202020
2
0
2
02020 2020202020202020202020202020202020202020202020202020
20302030203020302030203020302030203020302030203020302
0
3
0
2
0
3
0
2030204020402040
2
0
4
0 20402040204020402040204020402040204020402040204020502050205020502050205020502050205020502050205020502050
20502050
205020602060206020602060206020602060206020602060206020602060 2060 20602070207020702070207020702070207020702070207020702080208020802080208020802080208020802080208020802090209020902090209020902090209020902090209020902100210021002100210021002100210021002100210021002110211021102110211021102110211021102110211021202120212021202120212021202120212021202120213021302130213021302130213021302130213021302140214021402140214021402140214021402140215021502150215021502150215021502150215021602160216021602160216021602160216021602160
217021702170217021702170217021702170218021802180218021802180218021802180218021902190219021902190219021902190219022002200220022002200220022002200221022102210221022102210221022102220222022202220222022202220222022302230223022302230223022302240224022402240224022402250225022502250225022602260226022602260227022702270227022802280228022902290229023002300231023202330INV=2032
.21
'INV=2028
.63
'24" CMP
MTL
MTL
M
TLW OODS
W OODS
W OODS
656667
68
69
70
717273BSTGATE84" MTL CHLK84" MTL CHLK
84" MTL CHLK
BL-52GPS-109
GPS-110
SPIKE SET IN BASE OF 14" POPLAR
-BL- STA. 227+14.00 28' RT
BM-17 ELEV. 2008.93'
TRACT 1047-S
UNITED STATES FOREST SERVICE
TRACT 1047
UNITED STATES FOREST SERVICE10
205210215PT -L- Sta. 210+50.12PC -L- Sta. 213+48.59PC -DR4- Sta. 10+37.69
POT -DR4- Sta. 10+00.00
215PT -DR4- Sta. 11+06.07
30
1
.06.05.04.03.02.01.00.01.02.02.03.04.05.06.02.01.00.0121'TYP+71.12+06.5921'TYP.06 PROP HIGH POINT
ELEV = 2054.40'
-L- STA 205+52.91
-L-
-L- POC STA 207+00.00
-L- POT STA 213+50.00
-L- POC STA 205+07.61 =
-DR4- POT STA 11+68.72
-DR4- STA 10+35.00
BEGIN CONSTRUCTION
)YAWYKS ALAHOREHC( 341 CN
AT-1
11'11'11'11'10'10'
4'PS
6'PS
4'PS6'PS-DR4-AT-1
22.50', LT.
END RETAINING WALL #3
BEGIN RETAINING WALL #3
22.50', LT.
20' R
20' R
39.88'
+89.54
36.60'
+24.57
2GI
15" RCP-
III 24" R
C
P
-III2GI
15
" RCP
-III 2GI
1904
1905
1903
1902
1906
INV=2001.5
TOP=2004.7
INV=2010.4
TOP=2013.6
INV=1998.8
TOP=2003.5INV=2007.8
TOP=2012.6
INV=2029.9
TOP=2032.7
1901INV=2017.9
TOP=2020.9FLOWABLE FILL2GI
FS
FS
FS
18" RCP-
III
2GI-A
2GI-A
2GI-A
190715" RCP-
III
INV=2007.8
TOP=2011.0
SEE DETAIL 19-1
EST. 48 SY GEOTEXTILE
EST. 33 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
SEE DETAIL 19-1
EST. 70 SY GEOTEXTILE
EST. 50 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
SEE DETAIL 19-2
EST. 101 SY GEOTEXTILE
EST. 71 TONS OF CLASS 'I' RIP RAP
CUT DITCH W/ RIP RAP
MAX 1.5:1D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 208+50 TO -L- STA. 210+00 RT
FROM -L- STA. 203+00 TO -L- STA. 204+50 RT
Slope
Ditch
Front
DETAIL 19-1
Max. d= 1Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Geotextile
MAX 1.5:1 D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 210+50 TO -L- STA. 213+50 RT
Slope
Ditch
Front
DETAIL 19-2
Max. d= 1.5Ft.
Min. D= 3Ft.
Type of Liner= CL-I Rip-Rap
Ground
Natural
Geotextile
2GI
TO DRAIN
GRADE
TO DRAIN
GRADE
4.05%
4.05%
6
.25%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh19.dgnBouchaAR-2822BScale : 50 19
MATCHLINE -L- STA 203+00 (SHEET 18)MATCHLINE -L- STA 215+00 (SHEET 20)SEE SHEET 37 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011RDWY GRD.6.18%
RDWY GRD.5.52%CREST205+52.91 -L-FF
C
C
C
C
C
C
C
C
C
C
C
F
C
C
C
F
F
C
C
C
C
1940194019401940194019401940194019401940194019401940
1940
1940
1950
1950
195019501950195019501950195019501950195019601960196019601960196019601960196019601960
1960
197019701970197019701970197019701970197019701980198019801980198019801980198019801980198019801980
19901990199019901990199019901990199019901990199019901990
1990
19901990
2000
200020002000200020002000200020002000200020002000
20002000
2010201020102010201020102010201020102010201020102010
202020202020202020202020202020202020202020202020
2020 2020203020302030203020302030203020302030203020302030203020302040204020402040204020402040204020402040204020402
0
4
0 2040205020502050205020502050205020502050205020502050205020502050206020602060206020602060206020602060206020602060206020602060207020702070207020702070207020702070207020702070207020702070208020802080208020802080208020802080208020802080208020802080209020902090209020902090209020902090209020902090209020902090210021002100210021002100210021002100210021002100210021002100210021102110211021102110211021102110211021102110211021102110211021202120212021202120212021202120212021202120212021202120212021202120213021302130213021302130213021302130213021302130213021302130214021402140214021402140214021402140214021402140214021402140214021502150215021502150215021502150215021502150215021502150215021602160216021602160216021602160216021602160216021602160216021602170217021702170217021702170
21702170217021702170217021702170217021802180218021802180218021802180218021802180218021802180219021902190219021902190219021902190219021902190220022002200220022002200220022002210221022102210221022102210222022202220222022202220223022302240224022402250225022702270INV=1988
.68
'INV=1993
.08
'24"
CMP
INV=1976.71
'INV=1985.21
'24" CMP
INV=1993.14'
INV=1997.65'
18" CMP
MTL
MTL
MTLMTL
WOODS74WOODSGR
75
76
GR
77
78 7980WOODSWOODS81
S 07°20'07" WS 07°20'07" W241.02'N 64°32'00" W
190.50'N 27°13'00" W83.78'S 15°27'00" W26.23'S 57°04'00" W
100.38'
S 18 °2 4 '3 2 " W13 8 .4 7 'S 11°48'20" W290.22'S 68°17'09" W
72.76'S 45°19'35" W
28.56'S 07°17'36" W99.08'LAKE SANTEETLAHBL-53EIP
S 07°07'50" W
15.38'
16.15'
S 07°19'23" W
MON.U.F.S
MON.U.F.S
MON.U.F.S
BL-54
BL-55
MON.U.F.S
NC
143
SANTEETLAH
RD
.20
' BSTSPIKE SET I
N BASE OF 14" POPLAR-BL- STA. 227+14.00 28' RTBM-17 ELEV. 2008.93'
TRACT 1047
UNITED STATES FOREST SERVICE
TRACT 1047-S
UNITED STATES FOREST SERVICE
PER PLAT T-949-A
PARCEL NO. 400-I
DONNIE JACKSON
PER PLAT T-949-A
PARCEL NO. 400-A &400-B
SHIRLEY J. OSWALT
PER PB.5 PG.16
PARCEL NO. 70 & 400-C
FLORENCE ETHELYN MOOSE
PER PLAT T-949-A
PARCEL NO. 379
TEESATESKIE
MARGARET215220225
PT -L- Sta. 217+40.52PC -L- Sta. 220+97.22P
T -L-
Sta. 2
2
5
+
4
0.9
5
P
C -L-
Sta. 2
2
7
+
5
0.2
32151
30
31.06.05.04.03.02.06.05.04.03.02.
0
6
.
0
5
.
0
4.
0
3
.
0
2.01
.
0
0.01.02.03.04
.
0
6
.
0
5
.01.00.01.02.02.02.00.01+40.5221'
TYP
+61.2218
'
TYP 18'TYP+
7
3.5
9PROP LOW POINT
ELEV = 1991.46'
-L- STA 219+35.49
-L- PC STA 226+50.00
-L-)YAWYKS ALAHOREHC( 341 CN11'11'4'PS6'PS11'11'
7' PS
6' PS
18.00'
+94.35
8:1GREU TL-3
END RETAINING WALL #4
22.50', LT.
2GI
15" RCP-III 24" RCP-III
OTCB 42" RCP-IIIJB w/MH
2GI
15" RCP-III
15" RCP-III
2GI
2GI
JB w/MH
JB w/MH
HW
42" RCP-III
42" RCP-III
BDO
15" RCP-III
2GI
15" RCP-III 15" RCP-III 2GI
DDE = 60 CY
SEE DETAIL 20-2
BERM 'V' DITCH
DDE = 109 CY
SEE DETAIL 20-2
BERM 'V' DITCH
2001
2010
2012
2022
2009
2002
2003
2004
2013
2014 2016 2017
2019
2021
2020
2008
2007
2006
2005
INV=1937.6
TOP=1947.0
INV=1989.5
TOP=1997.7
INV=1989.8
TOP=1996.0
INV=1966.6
TOP=1972.5
INV=1990.5
TOP=1996.8
INV=2004.6
TOP=2007.8
INV=1996.0
TOP=2001.7
INV=2008.4
TOP=2011.6
INV=2015.3
TOP=2018.5
INV=1987.9
TOP=1991.1
INV=1989.3
TOP=1992.442" CSP W/ ELBOWS(BURI
ED 1'
)48" CSPW/
E
L
B
OWS
3
0"
C
S
PFLOWABLE FILLFLOWABLE FILLREMOVEINV=1937.5
INV=1954.0
INV=1987.1
TOP=1992.1
INV=1968.7
TOP=1977.0
W/ ELBOWS
18" CSP
W/ ELBOWS
42" CSP
INV=2030.0
42"
FS
FS
FS
50-yr. HW/D=0.83
=0.96
50-yr. HW/D
2GI-A
2GI-A
2GI-A
2015
42" RCP-III
2018
2GI-A
2GI-A
2GI-A
42" RCP-III
INV=1995.2
TOP=2003.3
4
2"
R
C
P-III
2023
2GI
INV=1960.8
TOP=1972.0
INV=1985.0
2018
INV=1995.2
TOP=2003.3
INV=2031.8
INV=1988.0
TOP=1994.3
INV=1986.5
TOP=1992.8
INV=1968.7
TOP=1977.0
INV=1993.6
TOP=1999.9
2025
2GI-A
2GI
18"W/ ELB
O
WS
18" CSP
SEE DETAIL 20-1
SPECIAL CUT DITCH
(BURIED 1')
48" CSP
=0.61
50-yr. HW/D
SEE DETAIL 20-4
EST 275 S.Y. GEOTEXTILE
EST. 180 TONS
BANK ONLY
CLASS 'II' RIP RAP
EST 50 S.Y. GEOTEXTILE
EST. 26 TONS
CLASS 'II' RIP RAP
SEE DETAIL 20-5
EST. 154 SY GEOTEXTILE
EST. 104 TONS OF CLASS 'B' RIP RAP
CUT DITCH W/ RIP RAP
DDE = 350 CY
SEE DETAIL 20-3
EST. 100 SY GEOTEXTILE
EST. 120 TONS CLASS 'II' RIPRAP
2' BASE DITCH
PROPOSED SPECIAL CUT
Flatter4:1 or
DMAX 1.5:1( Not to Scale)
SPECIAL CUT DITCH
FROM -L- STA. 219+00 TO -L- STA. 220+50 RT
DETAIL 20-1
Min. D= 3Ft.
Ground
Natural Slope
Ditch
Front
Varie
s
b
( Not to Scale)
DVaries 2:1
BERM 'V' DITCH
FROM -L- STA. 223+45 TO -L- STA. 224+00 RT
DETAIL 20-2
b= 5Ft.
Min. D= 1.5Ft. Minimum
Ground
Natural
RDWY
dMAX 1.5:1B
D
( Not to Scale)
SPECIAL CUT BASE DITCH
Flatter4:1 or
FROM STA. 220+50 TO STA. 221+50
DETAIL 20-3
B= 2Ft.
Max. d= 1.5Ft.
Min. D= 3Ft.
Type of Liner= CLASS 'II' RIPRAP
Ground
Natural
Ditch
Slope
Front
Geotextile
( Not to Scale)
PIPE OUTLET CHANNEL
DETAIL 20-4
-L- STA. 220+65 LT
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
Class-II Rip-Rap
d= 3Ft.
Length= 55Ft.EXI
STI
NG BANKEXISTING BANKMIN. 2:1 TO TIEMI
N. 2:
1 TO TI
Ed
MAX 1.5:1D Flatter4:1 or
d
( Not to Scale)
CUT DITCH W/ RIP RAP
FROM -L- STA. 223+50 TO -L- STA. 228+00 RT
Slope
Ditch
Front
DETAIL 20-5
Max. d= 3Ft.
Min. D= 3Ft.
Type of Liner= CL-B Rip-Rap
Ground
Natural
Geotextile
2GI-A
TO DRAIN
GRADE 6.25%5.82%INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh20.dgnBouchaAR-2822BScale : 50 20
MATCHLINE -L- STA 215+00 (SHEET 19)MAT
C
HLI
NE -L- ST
A 228+00 (S
HEET 18)
SEE SHEET 38 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011RDWY
GRD
.6
.05%
RDWY
GRD
.6
.25%SAG219+35.49 -L-C
F
C
C
F
F
F
C
C
C
C
C
F
F
F
F
C
C
C
C
C
C
C
C
C
19401940194019501950195019501950196019601960196019701970197019701980198019801980198019901990199019901990199019901990199020002000200020002000200020002000200020002000200020002000200020002000200020002
000 2000201020102010201020102010 20102010201020102
0
1
0 20102010201020102010201020102010201020102010201020102010201020102010201020102010201020102
010
202020202020202020202020 2020202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020202020
2
020
20
2
0 20302
0
3
0
20302030203020302030203020302030203020302030203020302030203020302030203020302030203020302030203
02030
20
3
02040204020402040204020402040204020402040204020402040
20402040204020402050205020502050205020502050205020502050205020502050
2060206020602060206020602060206020602060206020602
0
6
020702070207020702070207020702070
20702070207020702080208020802080208020802080208020802080209020902090209020902090209020902090210021002100210021002100210021002110211021102110211021102120212021202120212021202130213021302130213021402140214021402140215021502150215021602160216021602160217021702170217021802180218021902190219022002200220022102210222022202230MAI
NTAI
NED R/W68.75'S 42° 44'05" EARC=103.59'R=1460.83'DI
ST=103.56'CH=S 43° 04'13" EARC=95.05'R=621.79'DIST=94.96'CH=S 37° 29'40" EARC=78.41'R=202.83'DIST=77.92'CH=S 26° 03'16" EARC=
5
5.5
9'R=
3
0.6
7'DI
S
T=
4
8.2
9'CH=
S
3
2° 0
4'2
4" WI
NV=
2
0
3
8.0
3'
I
NV=
2
0
3
4.5
3'
18" CMP
1
8" CMP18" CM
P18" CMP
18" CMPTOP=2
0
5
9.8
3'I
NV=
2
0
5
8.0
8'I
NV=
2
0
4
9.5
2'
18" C
MP
I
NV=2
0
2
4.
4
2'
I
NV=2
0
2
1.
8
5'
I
NV=2001.42'
I
NV=2003.67'18" CMP18" CMP18" CMPI
NV=2019.03'I
NV=2016.57'18" CMPU/CBSTCONCHTRHTRG
R
BSTMTLMTLMTL
MTL
8
6 WOODSWOODSWOODS82WOODS
8
4
8
7
88WO
O
D
S WO
O
D
S
89
B
S
T
90
91
9495
WOODS9
8BSTGRBSTBSTRIP-RAPRI
P-RAP102GS1SBKDBSTBST1011SBKDBST10099BSTSTACKWD1SBKDSSBSTHOUSEWELLWD DECKHOT TUBHOUSEWELLSS1SFDCONCCONCRK WALLS1SF
D
S
H
O
USE
C
HIL
DS PL
A
Y
1SF
D
WD WALL
1SWCHURCH
CONC
WD
RAM
P
SS 1SFD
HOUSEWELL
S 83°45'18"
E
250.50'
S 83°39'21"
E
141.22'N 83°53'01" W202.32'
25.95'N
4
8
°
5
6'
2
9
" W2
4
1.
7
9'
S 50°27'31" W
98.25'
S 29°27'31" W
73.69'
N 48°25'51" E
171.19'N 41°34'09" W354.00'
S 44°32'51" W
94.38'
N 44°32'51" E
77.20'
17.78'N 33°23'00" W232.70'
S 45°32'49" W
103.24'S 27°24'00" E56.20'S
5
4
°
17'
2
5
"
E
14
3.
7
6'
S 56°55'53" W
110.98'
18.54'S 24°14'50" E420.64'N 32°20'30" W357.20'N 83°45'22" W101.21'N 83°50'08" W66.60'S 41°32'43" W221.15'S 83°45'26"
E
326.93'
28.05'S 88°23'10" W259.84'
S 32°56'44" W
373.91'N 02°53'40" E101.46'N 09°17'44" E325.40'N 09°17'44" E97.34'S 64°50'00" E
210.00'
S 15°41'00" W185.15'
29.52'
N 64°32'00" W190.50'
S 57°04'00" W N 17°04'00" E19.45'
S 83°43'09"
E
90.32'N 83°43'09" W195.79'S 11°35'18" E251.50'S 54°37'04" W
94.87'
S
84°48'12" E68.0
0'EI
PEI
PEI
PN 21°45'59" E
103.90'
N 37°59'59" E
76.37'
S 33°29'19" W
181.19'EIP96
9
7
BL-55
MON.U.F.S MON.U.F.S
BL-56
1SWBU
S
S
S
8
3
E
IP
E
IP
8
5
GR
BL-58INV=2036.40'INV=2033.04'
PER PB.5 PG.16
PARCEL NO. 379
TEESATESKIE
ROGER
EIP
EIP17.49'24.78'N 12°13'01" E91.60'30.47'EIP
BST
S 33°02'27" W
208.29'
16.91'
S 21°44'10" W
189.99'
1
3.
8
1'32.00'MAI
NTAI
NED R/WMAI
NTAI
NED R/WEI
PBL-
6
0EIP1SFDBSTEIP18.73'BY6-68EI
P2
1' BSTMON.CONC. SPI
KE SET I
N BASE OF
2
0" POPLAR-BL- STA.
2
5
3
+6
3.
0
0
2
1' LTBM-
1
9 ELEV.
2
0
2
4.
1
0'
SPIKE SET IN BASE 32" POPLAR
-BL- STA. 240+83.00 93' RT.
BM-18 ELEV. 2033.55'BL-
5
9BL-57
SANTEETLAH RD.NC
1
4
3
18" CMP
18" CMP
PER PLAT T-1064-2
SB PARCEL NO. 125
SHELDON RATTLER
PER PLAT T-1064-2
SB PARCEL NO. 49
SHELDON RATTLER
PER PLAT T-1064-2
SB PARCEL NO. 50
GEORGE RATTLER
PER PLAT T-1064-2
TRACT 17
E.B.C.I.
PER PB.5 PG 16
TRACT 17
E.B.C.I.
PER PB.5 PG.16
PARCEL NO. 101
SHELDON RATTLER
PER PB.5 PG.16
PARCEL NO. 36
OWEN SMOKER
PER PLAT T-949-A
PARCEL NO. 379
MARGARET TEESATESKIE
PER PB.5 PG.16
PARCEL NO. 70 & 400-C
FLORENCE ETHELYN MOOSE
PER PLAT T-949-A
PARCEL NO. 400-A &400-B
SHIRLEY J. OSWALT
TRACT 1047
UNITED STATES FOREST SERVICE
PER PLAT T-1064-2
SB PARCEL NO. 285-C
PER PLAT T-1064-2
SB PARCEL NO. 72
PER PLAT T-1064-2
SB PARCEL NO. 18
ALBERT WACHACHA
PER PLAT T-1064-2
SB PARCEL NO. 72
PER PB. 5 PG. 16
PARCEL NO. 16
BUFFALO CHURCH LOT
PER PB. 5 PG. 16
PARCEL NO. 73
ELIJAH WELCH
ARC=92.67'
R=188.62'
DIST=91.74'
CH=S 61° 06'08" E
PER
PLAT
T-949-A
PARCEL
NO
. 379
TEESATESKIE
MARGARET 1010
230235
240PT -L- Sta. 234+44.81
PT -L- Sta. 239+51.10POT -L- Sta. 240+46.25P
O
T
-D
R
5-
S
ta. 10+00.00
POT -Y5- Sta. 10+00.00
PC -Y5- Sta. 13+55.37
PT -Y5- Sta. 15+41.03
PC -L- Sta. 237+25.44
1
31
32
33
36
37
38
39
40
35
34
.06.05.04.03.02.01.00.01.02
.02.03
.04.05.06
.0397.04.05.06.0244.03.04.05.06.02.01.00
.01
+44.81
18'TYP
+20.4421'TYP
+95.242
1'TYP
.05
.04
.0
3
.02.01.00
.01
.0243.0301
.04
.05
.02
.01
.00
.01
.02
.04
.05
.03
23'TYP+64.31+44.811
8'TYP+27.37GREU TL-3
PROP HIGH POINT
ELEV = 2046.07'
-L- STA 231+94.87
)YAWYKS ALAHOREHC( 341 CN
-L-
-Y5--DR5--L- POC STA 230+00.00
-DR5- POT STA 11+05.00
BEGIN CONSTRUCTION
-L- POC STA 231+99.25 =
-DR5- POT Sta. 12+28.16
-L- POT STA 236+84.25 =
-Y5- POT STA 15+60.45AT-1AT-1
AT-1
11'11'11'11'11'11'11'11'11'NC 143 BUSI
NESS(MASSEY BRANCH RD.
)
11'11'
11'11'11'
1
0'10'
6'PS
6'PS 7'PS18.00'
+55.65
4'PS
6'PS
6'PS
4'PS4'PS8:1
8:150'R
120'R20'R
20'R
10'R
20'R26'
15'R
15'R
2
7'
20'R
20'R
15'R
20'R
13'
30'+67.25
100' STORAGE
54.01'
+39.00
+55.15
100' TAPER(RT)+94.00
114' TAPER
(LT & RT)
+25.00 114' TAPER(LT & RT)
GREU TL-3
BEGIN RETAINING WALL #4
22.50', LT.
-L- POT STA 239+70.00
END TIP PROJECT R-2822B
9'
-Y5- POT STA 11+75.00
BEGIN CONSTRUCTION
15.00'
+07.00
11.3'9.2'8:18:1(LT & RT)TAPER25'16.5'16.5'
39.77'
+82.38
37.25'
+22.37
JB w/MH
3
0"
C
S
P
2GI
2GI
18"
2GI
18" CSP
18"
2104
2101
2105
2102
2103
2106
2109
2108
INV=1957.1
TOP=1962.0
INV=1985.1
TOP=1990.0
INV=2036.7
TOP=2039.4
INV=2032.5
TOP=2035.5
INV=2034.1
TOP=2037.1
REMOVE
RETAIN
RETAIN
RETAINREMOVEREMOVEREMOVEREMOVER
E
TA
INRETAIN
REMOVE
REMOVEINV=1940.3
w/MH
JB
W/ ELBOWS
30" CSP
FS
50-yr. HW/D=0.64
2100
INV=1940.5
TOP=1945.4
INV=2007.2
2107
INV=2015.0
INV=2016.5
TOP=2020.4
DDE = 240 CY
SEE DETAIL 21-1
EST. 110 SY GEOTEXTILE
EST. 88 TONS CLASS 'I' RIPRAP
2' LATERAL BASE DITCH
DDE = 840 CY
SEE DETAIL 21-3
EST. 200 SY GEOTEXTILE
EST. 175 TONS CLASS 'I' RIPRAP
4' LATERAL BASE DITCH
W/ ELBOWS
30" CSP
24"2115 18"
2113
SEE DETAIL 21-2
SPECIAL CUT DITCH
SEE DETAIL 21-2
SPECIAL CUT DITCH
SEE DETAIL 21-2
SPECIAL CUT DITCH
SEE DETAIL 21-2
SPECIAL CUT DITCH
18"
EST 20 S.Y. GEOTEXTILE
EST. 7 TONS
CLASS 'I' RIP RAP
EST 46 S.Y. GEOTEXTILE
EST. 20 TONS
CLASS 'II' RIP RAP
30" CSP W/ ELBOWS
( Not to Scale)
LATERAL BASE DITCH
MAX 1.5:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 228+00 TO -L- STA. 229+00 RT
DETAIL 21-1
b= 5Ft.
B= 2Ft.
Max. d= 1.5Ft.
Min. D= 3Ft.
Type of Liner= CL-I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
( Not to Scale)
LATERAL BASE DITCH
MAX 1.5:1D
B
b
d
2:1 1"/Ft.
FROM -L- STA. 229+00 TO -L- STA. 231+00 RT
DETAIL 21-3
b= 5Ft.
B= 4Ft.
Max. d= 1.5Ft.
Min. D= 3Ft.
Type of Liner= CL-I Rip-Rap
Ground
Natural
Slope
Fill
GEOTEXTILE
Flatter4:1 or
DMAX 1.5:1( Not to Scale)
SPECIAL CUT DITCH
FROM -Y5- STA. 11+00 TO -Y5- STA. 13+00 LT
FROM -Y5- STA. 10+88 TO -Y5- STA. 14+50 RT
FROM -L- STA. 236+50 TO -L- STA. 239+95 RT
FROM -L- STA. 232+00 TO -L- STA. 233+50 RT
FROM -L- STA. 231+00 TO -L- STA. 231+50 RT
DETAIL 21-2
Min. D= 1.5Ft.
Ground
Natural Slope
Ditch
Front
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE
TO DRAIN
GRADE OO
O5.82%
3.14
%4.85%8.93%INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.8/17/994/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh21.dgnBouchaAR-2822BScale : 50 21
MATCHLINE -L- STA 228+00 (SHEET 20)MATCHLINE (SHEET 20)SEE SHEET 39 FOR -L- PROFILE
BE ROD & LUG W/ SLEEVE GASKETS.
NOTE: ALL CSP PIPE CONNECTIONS SHALL NAD 83 / NA 2011good condition.
18" CMPs appear to be in
NOTE:
good condition.
18" CMP appears to be in
NOTE:
RDW
Y
G
RD
.2
.0
7%
RDW
Y
G
RD
.6
.8
9%CREST231+94.87 -L-C
F
F
C
C
C
C
C
C
C
C
F
F
C
C
C
C C
F
F
F
F
F
F
F
F
F
C
C
C
C
C
F
C
C
C
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh22 pfl.dgnBouchaA22
23 24 25 26
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
28 29 30
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
16 17 18 19 20 21 22 27
1860
1870
1880
1890
1900
1910
1920
1930
1940
1950
1960
1970
1980
1990
2000
2110
2020
2030
2040
2050
1860
1870
1880
1890
1900
1910
1920
1930
1940
1950
1960
1970
1980
1990
2000
2110
2020
2030
SEE SHEET 4 FOR -L- PLAN
EL = 1957.12'
STA 18+60.00
EXIST. (-)0.3009%
BEGIN GRADE
K = 50
PI = 27+65.00
EL = 1,950.65'
(-)1.0162%(+)4.3649%
VC = 270'
PROPOSED GRADE
EXISTING GROUND
(+)4.3649%
K = 678
PI = 30+50.00
EL = 1,963.09'
VC = 150'
PI = 22+70.00
EL = 1,955.68'
(-)0.3501%(-)1.0162%
VC = 500'
K = 751
EL=1952.37'PI=20+63.00END SP. CUT DITCH (RT)EL=1951.54'PI=21+00.00BEGIN SP. CUT DITCH (RT)EL=1952.29'PI=22+50.00END SP. CUT DITCH (RT)(+) 0.50%EL=1947.50'PI=24+50.00END SP. CUT DITCH (RT)EL=1952.25'PI=23+00.00BEGIN SP. CUT DITCH (RT)PI=24+00.00 -L- RTEL=1949.75'(-) 4
.5
0%
(-) 2
.50%(-) 12.7
4
%EL=1952.66'PI=20+50.00EL=1948.96'PI=26+00.00BEGIN SP. CUT DITCH (RT)(-) 1.20%
(-) 2.23%EL=1944.50'PI=26+35.00END SP. CUT DITCH (RT)(-) 3.35%EL=1949.35'PI=27+80.00BEGIN SP. CUT DITCH (RT)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
= 50
= 100
= 27.8
= 1947.0
= 30.7
= 1947.1
= 88.7
= >100
= 1951.3
-L- STA. 26+35 36" RCP
Prop 36" RCP
EL=1955.97'PI=18+60.00BEGIN SP. CUT DITCH (RT)PI=19+00.00 -L- RTEL=1954.46'(-) 3
.78%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh23 pfl.dgnBouchaA23
36 37 38 39
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
41 42
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
30 31 32 33 34 35 40
1910
1920
1930
1940
1950
1960
1970
1980
1990
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
1910
1920
1930
1940
1950
1960
1970
1980
1990
2000
2010
2020
2030
2040
2050
2060
2070
2080
SEE SHEET 5 FOR -L- PLAN
EXISTING GROUND
K = 678
K = 81
K = 105
K = 194
PI = 42+40.00
EL = 2,027.03'
VC = 160'
K = 52
PI = 30+50.00
EL = 1,963.09'
(+)4.1435%
VC = 150'
PI = 34+30.00
EL = 1,978.84'
(+)4.1435%
(+)7.3564%
VC = 260'
PI = 38+55.00
EL = 2,010.10'
(+)7.3564%
(+)4.7727%
VC = 270'
PI = 40+75.00
EL = 2,020.60'
(+)4.7727%
(+)3.8947%
VC = 170'
PROPOSED GRADE
(+)4.3649%
(+)3.8947%PI=35+00.00 -L- RTEL=1968.20'(+) 18.20%
(-)
1
0.
8
4%(-) 3
.65%
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
= 50
= 100
= 87.7
= 1967.8
= 96.8
= 1967.9
= 198.9
= >100
= 1974.8
EL=1973.62'
PI=34+50.00
BEGIN LAT. BASE DITCH (RT)
EL=1997.68'
PI=38+00.00
BEGIN SP. CUT DITCH (RT)
END LAT BASE DITCH W/ RIPRAP (RT)
EL=2006.78'
PI=38+50.00
END SP. CUT DITCH (RT)(+) 18.20%
(+) 4.21%PI=34+50.00 EL=1950.42'BEGIN CHANNEL CHANGE (LT)(+) 4.00%PI=37+00.00 EL=1960.45'BEGIN CHANNEL CHANGE (LT)PI=36+00.00 EL=1956.73'END CHANNEL CHANGE (LT)PI=38+00.00 EL=1964.45'END CHANNEL CHANGE (LT)(+) 6.00%PI=39+50.00 EL=1974.25'BEGIN CHANNEL CHANGE (LT)PI=41+15.00 EL=1984.15'END CHANNEL CHANGE (LT)(BURIED 1')
-L- STA. 36+04 54" RCP
(Buried 1')
Prop 54" RCP
PI=36+34.00 EL=1971.0'BEGIN CHANNEL CHANGE (RT)PI=36+80.00 EL=1973.3'
END CHANNEL CHANGE (RT)
(+) 5.00%
PI=36+72.00 EL=1974.38'
BEGIN LAT. BASE DITCH W/ RIPRAP (RT)
EL=1964.55'
PI=36+00.00
END LAT. BASE DITCH (RT)
PI=37+06.00 EL=1987.20'
BEGIN CHANNEL CHANGE (RT)
PI=38+22.00 EL=1991.80'
END CHANNEL CHANGE (RT)
(+) 3.96%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh24 pfl.dgnBouchaA24
47 48 49 50
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
52 53
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
42 43 44 45 46 51
1950
1960
1970
1980
1990
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
2110
2120
2140
2130
1950
1960
1970
1980
1990
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
2110
2120
SEE SHEET 6 FOR -L- PLAN
PROPOSED GRADE
K = 29
K = 159
(+)6.9758%
PI = 45+55.00
EL = 2,049.00'
(+)6.9758%(-)6.4828%
VC = 390'
PI = 52+80.00
EL = 2,002.00'(-)6.4828%
VC = 150'
EXISTING GROUND
PI = 42+40.00
EL = 2,027.03'
VC = 160'
K = 52
(+)3.8947%
(-)5.5366%-DR1- STA 13+67.66-L- STA 46+04.58 =INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh25 pfl.dgnBouchaA25
60 61 62 63
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
65 66
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
55 56 57 58 59 645354 67
1930
1940
1950
1960
1970
1980
1990
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
2110
2120
1930
1940
1950
1960
1970
1980
1990
2000
2010
2020
2030
2040
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2060
2070
2080
2090
2100
SEE SHEET 7 FOR -L- PLAN-Y1- STA. 10+00.00-L- STA. 57+25.00 =PI = 56+90.00
EL = 1,979.30'
VC = 590'
K = 59
K = 63
(-)5.5366%
(+)4.4597%
PI = 64+10.00
EL = 2,011.41'
(+)4.4597%(+)0.3000%
VC = 260'
PROPOSED GRADE
EXISTING GROUND
K = 159
PI = 52+80.00
EL = 2,002.00'
VC = 150'
(-)5.5366%
(+)0.3000%
K = 80
PI = 68+90.00
EL = 2,012.85'
VC = 450'-DR6- STA. 10+00.00-L- STA. 61+20.00 =EL=1981.28'PI=57+51.00BEGIN SP. CUT DITCH (RT)(+) 4.56%EL=1988.07'PI=59+00.00END SP. CUT DITCH (RT)EL=2009.00'PI=65+50.00BEGIN SP. CUT DITCH (RT)EL=2009.75'PI=66+50.00END SP. CUT DITCH (RT)PI=66+00.00 -L- RTEL=2006.00'(-) 6.00%(+) 7.50%EL=1991.02'PI=60+00.00BEGIN SP. CUT DITCH (RT)(
-
) 3
.64%
(-) 8.53%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
= 50
= 100
= 208
= 1973.9
= 262
= 1974.5
= 504
= >100
= 1987.5
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
= 50
= 100
= 54.6
= 1990.6
= 60.2
= 1990.7
= 69.2
= >100
= 1991.1
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
= 50
= 100
= 31.9
= 2008.6
= 35.2
= 2008.7
= 40.7
= >100
= 2009.0 EL=1988.25'PI=55+00.00BEGIN LAT. BASE DITCH (RT)EL=2001.27'PI=62+50.00END SP. CUT DITCH (RT)(+) 7.95%
Prop 36" RCP
(Buried 1')
Prop 72" RCP
(BURIED 1')
-L- STA. 56+58 72" RCP
(BURIED 1')
-L- STA. 60+70 2-48" RCP
(Buried 1')
Prop 2-48" RCP
-L- STA. 66+00 36" RCP
EL=1975.46'PI=56+50.00END LAT. BASE DITCH (RT)EL=1988.00'
PI=60+83.00
BEGIN SP. CUT DITCH (RT)
END SP. CUT DITCH (RT)
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh26 pfl.dgnBouchaA26
73 74 75 76
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
78 79
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
68 69 70 71 72 7767
1950
1960
1970
1980
1990
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
2110
2120
2130
2140
1950
1960
1970
1980
1990
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
2110
2120
SEE SHEET 8 FOR -L- PLAN
K = 80
K = 108
K = 54
PI = 76+50.00
EL = 2,057.86'
VC = 150'
K = 110
PI = 68+90.00
EL = 2,012.85'
(+)0.3000%(+)5.9220%
VC = 450'
PI = 73+50.00
EL = 2,040.09'
(+)5.9220%
(+)4.5392%
VC = 150'
PI = 75+00.00
EL = 2,046.90'
(+)4.5392%(+)7.3049%
VC = 150'
(+)7.3049%
(+)5.9428%
PROPOSED GRADE
EXISTING GROUND
EL=2042.59'PI=74+50.00BEGIN SP. CUT DITCH (RT)(-) 5.18%
(+) 10.67%EL=2066.09'PI=78+50.00BEGIN SP. CUT DITCH (RT)(+) 5.50%EL=2050.67'PI=76+00.00END SP. CUT DITCH (RT)EL=2040.00'PI=75+00.00BEGIN SP. CUT DITCH (RT)END SP. CUT DITCH (RT)INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh27 pfl.dgnBouchaA27
84 85 86 87
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
89
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
79 80 81 82 83 88
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
2110
2120
2130
2140
2150
2160
2170
2180
2190
2000
2010
2020
2030
2040
2050
2060
2070
2080
2090
2100
2110
2120
2130
2140
2150
2160
2170
SEE SHEET 9 FOR -L- PLAN
EXISTING GROUND
PROPOSED GRADE
K = 100
PI = 81+00.00
EL = 2,084.60'
(+)5.9428%
(+)7.4444%
VC = 150'
(+)7.4444%
(+) 5.50%
(+) 7.00%PI=80+00.00 -L- RTEL=2074.34'(+) 12.50%PI=82+00.00 -L- RTEL=2080.84'(-) 0.50%
(+) 10.38%PI=86+00.00 -L- RTEL=2082.59'PI=85+50.00 -L- RTEL=2086.69'(-) 23.60
%
(-
) 8.20%(-) 0.58%PI=87+00.00 -L- RTEL=2091.32'PI=88+00.00 -L- RTEL=2125.24'(+) 18.04%(+) 33.92%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
= 50
= 100
= 15.1
= 2084.1
= 16.6
= 2084.3
= 103.6
= >100
= 2108.2
Prop 30" CSP
EL=2081.34'PI=81+50.00BEGIN LAT. BASE DITCH (RT)END SP. CUT DITCH (RT)EL=2091.22'PI=83+00.00END LAT. BASE DITCH (RT)EL=2098.49'PI=85+00.00BEGIN LAT. BASE DITCH (RT)EL=2082.30'PI=86+50.00BEGIN LAT. BASE DITCH (RT)END LAT. BASE DITCH (RT)EL=2131.49'
PI=88+50.00
END LAT. BASE DITCH (RT)EL=2131.49'PI=88+50.00BEGIN SP. CUT DITCH (RT)(+) 12.50%
-L- STA. 86+12 30" CSP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh28 pfl.dgnBouchaA28
95 96 97 98
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
90 91 92 93 94 9989 100 101
2060
2070
2080
2090
2100
2110
2120
2130
2140
2150
2160
2170
2180
2190
2200
2210
2220
2250
2240
2230
2060
2070
2080
2090
2100
2110
2120
2130
2140
2150
2160
2170
2180
2190
2200
2210
2220
2230
SEE SHEET 10 FOR -L- PLAN
K = 63
K = 371
K = 188
PI = 91+80.00
EL = 2,165.00'
(+)7.4444%(-)1.4886%
VC = 560'
PI = 96+20.00
EL = 2,158.45'
(-)1.4886%(-)0.6268%
VC = 320'PI = 100+25.00
EL = 2,155.91'
(-)0.6268%(-)1.6912%
VC = 200'
PROPOSED GRADE
EXISTING GROUND
-DR7- STA 12+39.37-L- STA 96+65=EL=2143.99'PI=89+50.00END SP. CUT DITCH (RT)(+) 12.50%EL=2151.60'PI=97+50.00END SP. CUT DITCH (RT)(-) 2.78%EL=2154.38'PI=96+50.00BEGIN SP. CUT DITCH (RT)INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh29 pfl.dgnBouchaA29
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
113 114 115101102103104105106107108109110111112
2060
2070
2080
2090
2100
2110
2120
2130
2140
2150
2160
2170
2180
2190
2200
2210
2220
2230
2240
2250
2060
2070
2080
2090
2100
2110
2120
2130
2140
2150
2160
2170
2180
2190
2200
2210
2220
2230
SEE SHEET 11 FOR -L- PLAN
K = 80
K = 32
PI = 107+50.00
EL = 2,143.65'
(-)1.6912%
(+)2.8271%
VC = 360'
PI = 112+65.00
EL = 2,158.21'
(+)2.8271%(-)6.5428%
VC = 300'
PROPOSED GRADE
EXISTING GROUND
-Y2- STA 16+88.15-L- STA 108+92.22 =K = 188
PI = 100+25.00
EL = 2,155.91'
VC = 200'EL=2147.00'PI=102+50.00BEGIN SP. CUT DITCH (RT)(-) 1.00%EL=2146.50'PI=103+00.00END SP. CUT DITCH (RT)EL=2146.96'PI=103+50.00BEGIN SP. CUT DITCH (RT)(-) 1.69%EL=2144.42'PI=105+00.00END SP. CUT DITCH (RT)EL=2143.83'PI=108+00.00END SP. CUT DITCH (RT)EL=2142.58'PI=105+50.00BEGIN SP. CUT DITCH (RT)EL=2134.28'PI=115+00.00END SP. CUT DITCH (RT)EL=2147.73'PI=113+50.00BEGIN SP. CUT DITCH (RT)9.00%(+) 0.50%EL=2138.76'PI=110+50.00 -L- RT(+) 11.63%
(+) 7.86%
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
= 50
= 100
= 47.5
= 2134.7
= 52.5
= 2134.8
= 93.4
= >100
= 2136.3 EL=2146.62'PI=111+50.00BEGIN LAT. BASE DITCH (RT)EL=2129.46'PI=109+70.00END LAT. BASE DITCH (RT)(BURIED 9")
-L- STA. 109+50 42" CSP
(Buried 9")
Prop 42" CSP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh30 pfl.dgnBouchaA30
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
115 116 117 118 119 120 121 122 123 124 125 126
2000
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2120
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SEE SHEET 12 FOR -L- PLAN-DR2- STA 10+00.00-L- STA 122+77.22 =K = 257
K = 161
K = 398
PI = 118+25.00
EL = 2,121.57'(-)6.5428%
(
-
)7.1272%
VC = 150'
PI = 122+00.00
EL = 2,094.84'
(
-
)7.1272%(-)6.1934%
VC = 150'
PI = 124+80.00
EL = 2,077.50'(-)6.1934%
(
-)6.7212%
VC = 210'
PROPOSED GRADE
EXISTING GROUND
(-)6.7212%
K = 315
PI = 127+35.00
EL = 2,060.36'
VC = 300'
(-) 17.50
%PI=121+00.00 EL=2052.00BEGIN LAT. BASE DITCH (LT)PI=121+20.00 EL=2048.50END LAT. BASE DITCH (LT)INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh31 pfl.dgnBouchaA31
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
126 127 128 129 130 131 132 133 134 135 136 137 138
1940
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2110
SEE SHEET 13 FOR -L- PLAN
K = 315
K = 488
K = 80
PI = 127+35.00
EL = 2,060.36'
(
-
)6.7212%
(-
)7.6724%VC = 300'
PI = 131+50.00
EL = 2,028.52'
(-
)7.6724%(-)6.5854%
VC = 530'
PI = 136+15.00
EL = 1,997.90'(-)6.5854%
(-)1.5781%
VC = 400'
PROPOSED GRADE
EXISTING GROUND-Y3- STA 10+00.00-L- STA 129+90.00 =INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh32 pfl.dgnBouchaA32
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
138 139 140 141 142 143 144 145 146 147 148 149 150
1900
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SEE SHEET 14 FOR -L- PLAN
K = 62
K = 80
K = 445
K = 86
PI = 139+35.00
EL = 1,992.85'
(-)1.5781%(-)5.4313%
VC = 240'
PI = 143+25.00
EL = 1,971.67'(-)5.4313%
(-)1.4384%
VC = 320'
PI = 145+80.00
EL = 1,968.00'
(-)1.4384%
(-)1.7753%
VC = 150'
PI = 147+70.00
EL = 1,964.63'
(-)1.7753%(+)0.5419%
VC = 200'
PROPOSED GRADE
EXISTING GROUND
(-)1.5781%
(+)0.5419%
K = 594
PI = 152+00.00
EL = 1,966.96'
VC = 500'
K = 80
PI = 136+15.00
EL = 1,997.90'
VC = 400'
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh33 pfl.dgnBouchaA33
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
151 152 153 154 155 156 157 158 159 160 161 162 163150 164
1910
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SEE SHEET 15 FOR -L- PLAN
K = 594
PI = 152+00.00
EL = 1,966.96'
(+)0.5419%(-)0.3000%
VC = 500'
PROPOSED GRADE
EXISTING GROUND
PI = 155+25.00
EL = 1,965.98'
(-)0.3000%(-)1.3329%
VC = 150'
K = 145
PI = 158+50.00
EL = 1,961.65'
(-)1.3329%(-)0.3000%
VC = 150'
K = 145
(-)0.3000%EL=1962.49'PI=151+50.00BEGIN SP. CUT DITCH (LT)EL=1962.99'PI=152+50.00END SP. CUT DITCH (LT)(+) 0.50%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh34 pfl.dgnBouchaA34
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
165 166 167 168 169 170 171 172 173 174 175 176 177164 178
1940
1950
1960
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SEE SHEET 15 & 16 FOR -L- PLAN
EL = 1958.83'
STA 167+91 +/-
EL = 1958.29'
STA 169+71 +/-
BEGIN BRIDGE END BRIDGE
BR# 370013
PROPOSED GRADE
EXISTING GROUND-Y4- STA 10+00.00-L- STA 172+64.00=PI = 173+50.00
EL = 1,957.15'
(-)0.3000%
(-)2.4915%
VC = 140'
K = 64
PI = 178+00.00
EL = 1,945.94'
(-)2
.4915%
VC = 390'
K = 50
(-)0.3000%EL=1955.50'PI=170+00.00BEGIN SP. CUT DITCH (RT)EL=1952.00'PI=171+85.00END SP. CUT DITCH (RT)(-) 1.90%EL=1945.81'PI=167+000.00END SP. LATERIAL DITCH (RT)(-) 10.00%(-) 6.00%EL=1956.81'PI=165+50.00BEGIN SP. CUT DITCH W/RIPRAP (RT)EL=1951.81'PI=166+00.00BEGIN SP. LATERAL DITCH (RT)END SP. CUT DITCH W/RIPRAP (RT)INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh35 pfl.dgnBouchaA35
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
179 180 181 182 183 184 185 186 187 188 189 190 191178 192
1920
1930
1940
1950
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1890
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1910
SEE SHEET 16 & 17 FOR -L- PLAN
(+)2.7460%
PI = 184+30.00
EL = 1,971.20'
(+)2.7460%(-)2.2082%
VC = 200'
K = 40
PI = 189+00.00
EL = 1,960.82'
(-)2.2082%(+)7.0725%
VC = 460'
K = 50
PROPOSED GRADE
EXISTING GROUND
(+)5.2736%
PI = 181+15.00
EL = 1,962.55'
(+)5.2736%(+)2.7460%
VC = 140'
K = 55
PI = 178+00.00
EL = 1,945.94'
VC = 390'
K = 50
(+)7.0725%EL=1961.66'PI=187+00.00BEGIN SP. CUT DITCH (RT)(-) 0.50%EL=1961.16'PI=188+00.00END SP. CUT DITCH (RT)(+) 28.17%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
= 50
= 100
= 170.6
= 1963.3
= 188.3
= 1963.5
= 352.0
= >100
= 1965.6 EL=1959.00'PI=189+72.00BEGIN SP. CUT DITCH (RT)EL=1967.00'PI=190+00.00END SP. CUT DITCH (RT)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
= 50
= 100
= 129.5
= 1962.1
= 142.9
= 1962.3
= 286.5
= >100
= 1966.9
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
= 50
= 100
= 56.7
= 1976.3
= 62.6
= 1976.5
= 60.6
= 50
= 1976.5
Prop 42" RCP
(Buried 1')
Prop 60" RCP
(BURIED 1')
-L- STA. 188+55 60" RCP
(BURIED 1')
-L- STA. 189+74 72" RCP -L- STA. 191+50 42" RCP
(Buried 1')
Prop 72" RCP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh36 pfl.dgnBouchaA36
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
192 193 194 195 196 197 198 199 200 201 202 203
1930
1940
1950
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2100
2110
2120
1930
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2100
SEE SHEET 18 FOR -L- PLAN
K = 203
PI = 195+60.00
EL = 2,007.50'
(+)7.0725%
(+)5.5248%
VC = 300'
PROPOSED GRADE
EXISTING GROUND
(+)5.5248%
(+)7.0725%
PI = 205+70.00
EL = 2,063.30'
VC = 610'
K = 52
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh37 pfl.dgnBouchaA37
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
203 204 205 206 207 208 209 210 211 212 213 214 215
1940
1950
1960
1970
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2000
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2020
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2080
2090
2100
2110
2120
2130
1940
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2110
SEE SHEET 19 FOR -L- PLAN
PROPOSED GRADE
EXISTING GROUND-DR4- STA 11+68.72-L- STA 205+07.61 =PI = 205+70.00
EL = 2,063.30'
(+)5.5248%(-)6.1807%
VC = 610'
K = 52
PI = 214+00.00
EL = 2,012.00'(-)6.1807%(-)6.3642%
VC = 220'
K = 1199
(+)5.5248%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh38 pfl.dgnBouchaA38
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
215 216 217 218 219 220 221 222 223 224 225 226 227 228
1920
1930
1940
1950
1960
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1980
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2000
2010
2020
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2100
2110
1920
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2090
(+)6.8998%
SEE SHEET 20 FOR -L- PLAN
PROPOSED GRADE
EXISTING GROUND
PI = 219+30.00
EL = 1,978.27'(-)6.3642%(+)6.2000%
VC = 840'
K = 67
PI = 224+45.00
EL = 2,010.20'
(+)6.2000%
(+)4.2299%
VC = 190'
K = 96
PI = 227+80.00
EL = 2,024.37'
(+)4.2299%
VC = 210'
K = 79
(+)6.8898%EL=1988.27'PI=219+00.00BEGIN SP. CUT DITCH (RT)(-) 0.46%
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
= 50
= 100
= 61.6
= 1988.1
= 68.0
= 1988.3
= 143.3
= >100
= 1991.0 EL=1987.58'PI=220+50.00BEGIN SP. CUT 2' BASE DITCH (RT)END SP. CUT DITCH (RT)EL=1992.92'PI=221+50.00END SP. CUT 2' BASE DITCH (RT)(-
) 3
.16%
(BURIED 1')
-L- STA. 221+88 48" CSP
(Buried 1')
Prop 48" CSP
EL=1986.00'PI=221+00.00 -L- RT(+) 13.84%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh39 pfl.dgnBouchaA39
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-L-
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
240 241 242228229230231232233234235236237238239
1940
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2110
2120
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SEE SHEET 21 FOR -L- PLAN
END GRADEPROPOSED GRADE
EXISTING GROUND
-DR5- STA 12+28.16-L- STA 231+99.25 =-Y5- STA 15+60.45-L- STA 237+40.00=EL = 2028.27'
STA 239+80.00
(+)6.8898%
PI = 231+25.00
EL = 2,048.14'
(+)6.8898%(-)2.0727%
VC = 260'
K = 29
PI = 234+90.00
EL = 2,040.57'
(-)2.0727%
(-)1.6402%
VC = 150'
K = 347
PI = 237+70.00
EL = 2,035.98'
(-)1.6402%(-)3
.953
5%
VC = 140'
K = 61
PI = 239+10.00
EL = 2,030.45'(-)3
.953
5%
(-
)3
.1100%
VC = 140'
K = 166
PI = 227+80.00
EL = 2,024.37'
VC = 210'
K = 79
(+) 3.60%EL=2044.00'PI=232+00.00BEGIN SP. CUT DITCH (RT)EL=2043.48'PI=232+50.00 -L- RTEL=2040.45'PI=233+00.00 -L- RTEL=2032.67'PI=238+00.00 -L- RT(-) 1.04%(-) 6.06%
(-) 1.10%
(-) 2.04%
(-) 14.72
%EL=2012.65'PI=229+50.00 -L- RTEL=2037.17'PI=230+50.00 -L- RT(+) 24.52%(+) 11.00%
(+) 6.72%
Prop 30" CSP
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
= 50
= 100
= 12.9
= 2008.8
= 14.2
= 2008.9
= 76.8
= >100
= 2021.9 EL=2021.87'PI=228+00.00BEGIN LAT. BASE DITCH (RT)-L- STA. 229+00 30" CSP
(-) 2.08%PI=237+00.00 -L- RTEL=2033.63'(-) 0.58%PI=237+50.00 -L- RTEL=2033.08'(-) 0.82%PI=238+50.00 -L- RTEL=2030.61'(-) 4
.12%PI=239+00.00 -L- RTEL=2029.59'PI=239+50.00 -L- RTEL=2026.65'EL=2024.42'PI=239+95.00END SP. CUT DITCH (RT)EL=2025.48'PI=239+50.00 -L- RT(-) 5.88%(-) 3
.90%
(
-
) 7.07%EL=2007.15'PI=229+00.00BEGIN 4' LAT. BASE DITCH (RT)END 2' LAT. BASE DITCH (RT)EL=2040.53'PI=231+00.00BEGIN SP. CUT DITCH (RT)END LAT. BASE DITCH (RT)EL=2042.33'PI=231+50.00END SP. CUT DITCH (RT)EL=2039.41'PI=233+95.00END SP. CUT DITCH (RT)EL=2033.92'PI=236+50.00BEGIN SP. CUT DITCH (RT)INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh40 pfl.dgnBouchaA40
13 14 15 16
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
-Y1-
-Y2-
10 11 12 13 14
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10 11 12 17
2080
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3000
3010
3020
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3000
3010
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3070
SEE SHEET 7 FOR -Y1- PLAN
SEE SHEET 11 FOR -Y2- PLAN
DS = 20 MPH
-L- GRADE (+)6.00%EXIST. (+)4.1332%
DS = 20 MPH
EXISTING GROUND
PROPOSED GRADE
-Y1- STA 10+11.00 =
-L- STA 57+25.00, 11' RT.
EL 1987.25'
END GRADE BEGIN GRADE
PI = 10+45.00
EL = 1,987.93'
PI = 11+65.00
EL = 1,982.90'(-)4
.18
7
5%
(+)3.6500%
VC = 180'
K = 23
K = 10
VC = 60'
EL 1986.19'
-Y1- STA 12+55.00
(+)2.0000%EL=1984.73'PI=12+50.00END SP. CUT DITCH (LT)EL=1980.00'PI=11+00.00BEGIN SP. CUT DITCH (LT)EL=1981.00'PI=12+00.00 -Y1- LTEL=1983.24'PI=12+50.00 -Y1- LT(+) 2.00%(+) 4.48%(+) 2.98%
DS = 20 MPH
EXIST. (+)4.3200%
EXISTING GROUND
PROPOSED GRADE
BEGIN GRADE
-Y2- STA. 16+77.15 =
END GRADE
PI = 11+35.00
EL = 2,096.34'
(+)4.8109%
(+)9.6830%
VC = 90'
K = 18
PI = 16+30.00
EL = 2,144.27'
(+)9.6830%(+)6.0000%
VC = 90'
K = 24
DS = 30 MPH
-L- GRADE (+)6.00%
EL 2094.18'
-Y2- STA 10+90.00
-L- STA 108+92.22, 11' RT.
EL 2147.10'EL=2105.92'PI=13+50.00 -Y2- RT(-)
5
.
6
3%
(-) 1.52%EL=2128.44'(+) 16.50%
(+) 8.68%PI=15+50.00 -Y2- RTEL=2132.78'PI=16+00.00END LAT. "V" DITCH (RT)EL=2103.50'
PI=13+93.00
BEGIN LAT. "V" DITCH (RT)
END LAT. "V" DITCH (RT)
EL=2106.68'
PI=13+00.00
BEGIN LAT. "V" DITCH (RT)
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
= 50
= 100
= 17.6
= 2105.3
= 19.5
= 2105.4
= 28.7
= >100
= 2106.7
(Buried 7")
Prop 36" RCP
(BURIED 7")
-Y2- STA. 13+82 36" RCP
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
10 11 12
41
12 13 14 15
13
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh41 pfl.dgnBouchaA-Y4--Y3-
-Y5-
161011
1980
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SEE SHEET 16 FOR -Y4- PLAN SEE SHEET 13 FOR -Y3- PLAN
SEE SHEET 21 FOR -Y5- PLAN
DS = 55 MPH
EXI
ST. (-
)8.8547%-L
-
G
R
A
D
E
(-)6.00%
EXISTING GROUND
PROPOSED GRADE
END GRADE
-Y3- STA 10+16.50 =
EL 2039.92'
BEGIN GRADE
-L- STA 129+90.00, 16.50' RT.
PI = 11+20.00
EL = 2,029.52'
(-)10.0507%(-)9.3500%VC = 90'
K = 128
EL 2025.31'
-Y3- STA 11+65.00
-L- GRADE (+)2.74%
EXIST. (+)7.3672%
DS = 15 MPH
EXISTING GROUND
PROPOSED GRADE
END GRADE
-Y4- STA 10+11.80 =
EL 1957.72'
BEGIN GRADE
-L- STA. 172+59.75, 11' RT.
EL 1961.02'
-Y4- STA 11+10.00
PI = 10+75.00
EL = 1,958.62'
(+)1.4169%(+)6.8700%
VC = 70'
K = 13
DS = 35 MPH
EXIST. (+)4.3783%
-L- GRADE (-)2.04%
EXISTING GROUND
PROPOSED GRADE
BEGIN GRADE
END GRADE
-Y5- STA 15+43.95 =
-L- STA 236+84.25, 16.50' LT.
DS = 25 MPH
EL 2010.90'
-Y5- STA 11+75.00
EL 2037.05'
PI = 12+75.00
EL = 2,015.75'
(+)4.8534%
(+)8.9280%
VC = 200'
K = 49
PI = 15+00.00
EL = 2,035.84'
(+)8.9280%(+)2.7500%
VC = 80'
K = 13
EL=2020.00'PI=14+00.00END SP. CUT DITCH (RT)EL=2003.75'
PI=11+00.00
BEGIN SP. CUT DITCH (RT)EL=2016.00'(+) 8.00%PI=13+50.00 -Y5- RT(+) 4.90%EL=2005.50'PI=11+00.00BEGIN SP. CUT DITCH (LT)EL=2013.25'PI=13+00.00END SP. CUT DITCH (LT)EL=2008.00'
PI=11+50.00 -Y5- LT
(+) 5.00%
(+) 3.50%
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh42 pfl.dgnBouchaA42
13 14 15 16
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
10 11 12 13 14
2000
2010
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2050
2060
2070
2080
2090
10 11 12
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3010
3020
-DR1-
-DR2-
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SEE SHEET 6 FOR -DR1- PLAN
SEE SHEET 12 FOR -DR2- PLAN
-L- GRADE
(-
)4
.82%EXIST. (+)4.7016%
DS = 25 MPH
EXISTING GROUND
PROPOSED GRADE
BEGIN GRADE
END GRADE
-L- STA 46+04.58, 11' LT.PI = 12+75.00
EL = 2,046.30'
(+)5.0667%(-)4
.4
4
5
3%
VC = 120'
K = 13
-DR1- STA 13+56.66 =
EL 2042.67'
EL 2043.26'
-DR1- STA 12+15.00
EL=2042.63'PI=12+15.00BEGIN SP. CUT DITCH (RT)EL=2043.44'PI=13+00.00END SP. CUT DITCH (RT)PI=12+50.00 -DR1- RT(+) 0.30%EL=2043.29'(+) 1.89%
DS = 15 MPH
DS = 20 MPH DS = 20 MPH
-L- GRADE (+)6.00%
EXIST. (-)0.2597%
EXISTING GROUND
PROPOSED GRADE
END GRADE
EL 2090.72'
BEGIN GRADE PI = 10+55.00
EL = 2,091.60'
(+)2.0000%
(
-
)7.1837%
VC = 80'
K = 9
PI = 13+00.00
EL = 2,074.00'
(
-
)7.1837%
VC = 160'
K = 10
PI = 15+20.00
EL = 2,092.33'
(+)8.3318%
(-)0.5017%
VC = 100'
K = 11
-DR2- STA 10+11.00 =
-L- STA 122+77.22, 11' RT.
EL 2092.00'
-DR2- STA 15+85.00
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
13 14101112
43
12
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
R-2822B
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
4/25/2022R:\Hydraulics\CADD\PSH\R-2822B_hyd_psh43 pfl.dgnBouchaA11
2000
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-DR3--DR4-
2020
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121011
-DR6--DR7--DR5-
SEE SHEET 19 FOR -DR4- PLAN
SEE SHEET 12 FOR -DR3- PLAN
SEE SHEET 10 FOR -DR7- PLAN SEE SHEET 7 FOR -DR6- PLAN SEE SHEET 21 FOR -DR5- PLAN
DS = 25 MPH
DS = 15 MPH EXIST. (+)16.6855%-DR
2
- GRAD
E
(-)2
.0
0%
EXISTING GROUND
PROPOSED GRADE
END GRADE
EL 2086.08'
BEGIN GRADE
PI = 10+50.00
EL = 2,082.93'
(
-
)7.0000%
(-)12.6
0
5
3
%VC = 90'
K = 16
PI = 12+40.00
EL = 2,058.98'
(-)12.6
0
5
3
%(+)11.6000%
VC = 180'
K = 7
-DR3- STA 10+05.00 =
-DR2- STA 11+30.40, 5' LT.
EL 2069.42'
-DR3- STA 13+30.00
EL=2053.00'
PI=12+50.00 -DR3- RT
(+) 6.67%(+) 35.34%EL=2042.33'
PI=12+50.00 -DR3- LT
(+) 5.63%
(+) 14.00%
PI=13+00.00 EL=2060.00'
END SP. LAT. 2' BASE DITCH (RT)
EL=2028.50'
PI=10+43.00
BEGIN SP. LAT. 2' BASE DITCH (LT)
PI=11+70.00 EL=2048.50'
BEGIN SP. LAT. 2' BASE DITCH (RT)
EL=2060.00'
PI=13+00.00
END SP. LAT. 2' BASE DITCH (LT)-L
-
G
R
A
D
E
(-)6
.
0
0%
EX
IST
. (-
)5
.1629%
EXISTING GROUND
PROPOSED GRADE
EL 2061.20'
-DR4- STA 10+35.00
BEGIN GRADE
END GRADE
-DR4- STA 11+57.72 =
-L- STA 205+07.61, 11' LT.
EL 2054.87'
PI = 11+00.00
EL = 2,057.52'(-)5.6600%(-)4
.5
9
8
8%
VC = 110'
K = 104
EXIST. (+)3.9689%-L
-
G
R
AD
E
(-)6
.00%
DS = 15 MPH
EXISTING GROUND
PROPOSED GRADE
BEGIN GRADE
END GRADE
EL 2045.64'
-DR5- STA 11+05.00
-DR5- STA 12+17.16 =
-L- STA 231+99.25, 11' LT.
EL 2046.73'
PI = 11+75.00
EL = 2,048.76'
(+)4.4635%(-)4
.
8
1
3
8%
VC = 60'
K = 6
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DS = 15 MPH
DS < 15 MPH
END GRADE
-DR6- STA 11+70.00 =
EL 2034.72'
END GRADE
-DR6- STA 10+11.00 =
-L- STA 61+20.00, 11' RT.
EL 1999.14'
EXIST. (+)8.2861%
L GRADE (+)6.00%
PI = 10+30.00
EL = 2,001.23'
(+)11.0000%
(+)2 5 .0 0 0 0 %PI = 11+55.00
EL = 2,032.48'
(+)2 5 .0 0 0 0 %(+)14.9533%
K = 3
K = 2
VC = 30'
VC = 30'
PROPOSED GRADE
EXISTING GROUND
(+) 2 5 .0 0 %(+) 2 5 .1 4 %EL=2005.25'
PI=10+50.00
BEGIN SP. LAT. BASE DITCH (LT)
EL=1992.50'
PI=10+50.00
BEGIN CHANNEL CHANGE (RT)EL=2017.50'PI=11+50.00END CHANNEL CHANGE (RT)EL=2030.39'PI=11+50.00END SP. LAT. BASE DITCH (LT)EXIST. (+)20.3972%END GRADE
-DR7- STA 12+28.37 =
-L- STA 96+65.00, 11' LT.
EL 2158.90'
EL 2102.20'
-DR7- STA 10+00.00
BEGIN GRADE
PI = 12+15.00
EL = 2,158.63'(+)26.2477%(+)2.0000%
DS < 15 MPH
K = 1
VC = 25'(-)5
.0
0%
L
GRAD
E
EXISTING GROUND
PROPOSED GRADE