A-0009CC_4B Plans_20210601

School
Creek
Mountain
School
Creek
Mountain
GRAHAM COUNTY
100
100
20

INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0
0
0
PROFILE (HORIZONTAL)

PROJECT LENGTH
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
SIGNATURE:
SIGNATURE:
P.E.
P.E.
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_tsh.dgnUser:zrichardCONTRACT:TIP PROJECT:ARTMEN
N ASO
H
DEPT
O
F TRA S PORTTIONTATEOFNRTCAR
O
LI
NASee Sheet 1A For Index of Sheets
A-0009CC
APD-0074(178)PE
RIGHT OF WAY DATE:
LETTING DATE:
JIMMY L. TERRY, PE
OF TRANSPORATION
DEPARTMENTNORTH CAROLINA
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
Sylva, NC 28779
252 Webster Rd
DIVISION 14
SEPTEMBER 2021
WANDA H. AUSTIN, PE
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD __.
ROW,UTIL.
CONST.

APD-0074(178)
APD-0074(178)A-0009CCAUSTIN TURNER, PE

32572.2.15
32572.3.15
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
K
2022
2045
6590
8800
11
57.5
7
60
* TTST =2%DUAL =5%
RURAL ARTERIAL
REGIONAL TIER
1235
1236
28
129
143
143
1277
1208
1214
1218
1219
1223
1281
1221
1222
1207
1110
BUS
143
Robbinsville
1229
1223
1282
1226
28
Stecoah
Cheoah
DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE AND HORIZONTAL SSD.
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
32572.1.15
VICINITY MAP
50
TO ALMOND
50
50 25
25
10 5 10
50
50
OCTOBER 18, 2022
PROJECT
END
SECTION A-0009CCSECTION A-0009CBSWEETWATER RD-L- NC 143-L- STA. 414+50.00
BEGIN TIP PROJECT A-0009CC
-Y2- STA. 12+60.00
BEGIN CONSTRUCTION
35363738 39404142 4344
45
46
47
48
49
TO ROBBINSVILLE
TO FONTANA DA
M
FONTANA RD
-Y2- NC 28
FONTANA RD
-Y2- NC 28
-DR3--DR4--
Y3-STEVE DRSTECOAH HEIGHTS RDKNOLL TOP
S
R
12
2
6 MAR
TI
N J
E
NKI
N
S
R
DFONTANA RD
-Y2- NC 28
CARVER BRANCH LN
SR 1239
SR 1230 STECOAH RD
SR 1238 BILL CRISP RD
SR 1235 LOWERSTECOAH RD
HYDE TOWN RD
SR 1230
P
OP
LAR HI
LLGUNTER GAP RDSR 1235PROJECT
BEGIN
-Y2- STA. 169+60.00
END TIP PROJECT A-0009CC
-L- STA. 474+19.52
END CONSTRUCTION
OF SR 1235 (GUNTERS GAP RD)
UPGRADE NC 28 FROM 0.2 MILES WEST OF NC 143 TO 0.3 MILES EAST
UPGRADE NC 143 FROM 0.5 MILES NORTH OF APPALACHIAN TRAIL TO NC 28
AND NATURAL RESOURCES.
TO MINIMIZE IMPACTS TO USFD PROPERTY
AND FROM -Y2- 12+60± TO 23+00±
-L- 414+50 TO -L- STA 474+20
3R GUIDELINES WERE USED FROM
-L- DESIGN DATA
D
T
V
=
=
=
=
=
=
%
%
MPH
ADT
ADT
% *
FUNC CLASS =
K
2022
2045
3800
5200
11
67.5
7
50
* TTST =2%DUAL =5%
RURAL ARTERIAL
REGIONAL TIER
-Y2- DESIGN DATA
PROJECT A-0009CC
TOTAL LENGTH TIP
-Y2-
-L-
PROJECT A-0009CC
LENGTH ROADWAY TIP
4.104 MILES
2.973 MILES
1.131 MILES
=
=
=
STECOAH CREEK
-
Y2
A-VIVIA LN
S
R
12
3
0 HYDE TOWN RDGRADING, PAVING, DRAINAGE, CULVERTS, & RETAINING WALLS

MERGER 4B PLANS FOR 6-16-2021 MEETING
UT TO CARVER BRANCH (SBU)UNABLE TO LOCATEST
RE
AM GOES U/GPROJECT ENGINEER
PROJECT DESIGN ENGINEER
2018 STANDARD SPECIFICATIONS
PLANS PREPARED FOR:PLANS PREPARED BY:
NCDOT CONTACT:NAD 83/ 2011
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-1 A-0009CC
PAVEMENT DESIGN6/2/996/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_typ.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
VAR. (4:1 TO 2:1)
4:1
8'
0.04
THIS LINE
GRADE TO
T
Ground
Exist.
Ground
Exist.
11' WITH GUARDRAIL
0.02 0.02
GRADE
POINT
9.5"
12'12'
C1W
U
L
8'8'
10'10'8'
4
:1VAR. (4:1 TO 2:1)
0.04 0.04 0.04
C2 C2
E1
D2
E1
THIS LINE
GRADE TO
VARIES
(SEE XS-SECTIONS)
T
D2
0.02
Ground
Exist.
Ground
Exist.
12'
FDPS FDPS
9.5"1
*
1
*
TYPICAL SECTION NO. 1
TYPICAL SECTION NO. 1
USE TYPICAL SECTION NO. 1
-L- (NC 143 - SWEETWATER RD)C
1
*
C1
PAVEMENT SCHEDULE
PROP. APPROX. 4" ASPHALT CONCRETE INTERMEDIATE COURSE,
D1 TYPE I19.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
EARTH MATERIAL.T
EXISTING PAVEMENT.U
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E1
V1
W
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
PROP. APPROX. 1 •" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C2
PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1 •" IN DEPTH.
C4
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.0C,
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LSSS THAN 2 •" OR GREATER THAN 4" IN DEPTH.
D3
R2 EXPRESSWAY GUTTER
PROP. APPROX. 2 •" ASPHALT CONCRETE INTERMEDIATE COURSE,
D2 TYPE I19.0C, AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.
R3 8" X 12" CONCRETE CURB
R1 2'-6" CONCRETE CURB AND GUTTER.
PROP. 6" AGGREGATE BASE COURSE.J1
WEDGING EXISTING PAVEMENT, SEE THIS SHEET FOR DETAILS
AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
C3
PROP. APPROX. 2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
INCIDENTAL MILLING, SEE THIS SHEET FOR DETAIL
-L- STA 436+65± TO 438+33±
VAR. FDPS (SEE PLANS)
WIDTH STA TO STA
0' TO 12'
Ground
Exist.
0.02 0.02
GRADE
POINT
12'12'
C1 W
U
CL
VAR. (4:1 TO 2:1)
4:1
4'8'
10'8'4:1 VAR. (4:1 TO 2:1)VAR. (4:1 TO 2:1)
0.040.04 0.04 0.04
C2
C2E1 D2
E1THIS LINE
GRADE TO
THIS LINE
GRADE TOVARIES
(SEE XS-SECTIONS)
T T
Ground
Exist.
Ground
Exist.
D2
5A
*
TYPICAL SECTION NO. 2
-Y2- STA. 13+60.00 TO -Y2- STA. 23+00.94
USE TYPICAL SECTION NO. 2
0.02
FDPS FDPS
9.5"
-Y2- (NC 28 - FONTANA RD)
-Y2- STA. 12+60.00 TO -Y2- STA. 13+60.00
NO 2 AS FOLLOWS:
TRANSITION BETWEEN EXISTING AND TYP. SECT.
NOTE:
-Y2- STA. 14+50.00 TO -Y2- STA. 19+90.00, LT
1
*
1A
*
6
*
-Y2- (NC 28 - FONTANA RD)
-Y2- STA. 23+94.34 TO -Y2- STA. 78+67.46
-L- STA. 414+50.00 TO -L- STA. 468+65.00
S
Wedging Detail For Resurfacing
MIN.
MIN.
MIN.
U
MIN.MIN.
MIN.
Detail Showing Method of Wedging
C SURVEY L
D3
C2 D2
E2
3"
C2
E2
D3 E2
3"3"
2 1/2"
D3
2 1/2"2 1/2"
D2
C4
C4
EXIST. PAVEMENT
WEDGING
PROP.
MILLING DETAIL
USE MIILLING DETAIL
")
2
1COURSE (1
PROP. SURFACE
DEPTH
"2
10 to 1
MILLING C1
U
W
V1
VARIES (50'MIN.)
-Y2- STA. 12+60.00 TO -Y2- STA. 13+60.00
V2 1 •" MILLING
SEE INSET A (SHT 2A-4)
MATCH LINE C
CONCRETE SIDEWALK VAR. (4:1 TO 1.5:1)VAR. (4:1 TO 1.5:1)
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LSSS THAN 5 •" OR GREATER THAN 3" IN DEPTH.
E2
VAR. (4:1 TO 1.5:1)9.5"6'
Ground
Exist.
1
*
CROSS-SECTIONS
POSTS AS NOTED ON
NOTE: USE EXTRA DEPTH
11' WITH GUARDRAIL 1A
*
POSTS
USE EXTRA DEPTH
6' WITH GUARDRAIL
VAR. (4:1 TO 2:1)
4:1
8'
0.04
THIS LINE
GRADE TO
T
Ground
Exist.
Ground
Exist.
11' WITH GUARDRAIL
0.02 0.02
GRADE
POINT
12'
C1
U
L
8'8'
10'10'8'4:1
0.04 0.04 0.04
C2 C2
E1
THIS LINE
GRADE TO
VARIES
(SEE XS-SECTIONS)
T
D2
0.02
Ground
Exist.
Ground
Exist.
FDPS FDPS
9.5"1
*
1
*
TYPICAL SECTION NO. 1A
-L- (NC 143 - SWEETWATER RD)C
SEE INSET A (SHT 2A-4)
MATCH LINE A
6
*
5C
*
TYPICAL SECTION NO. 1A
USE TYPICAL SECTION NO. 1A
-L- STA. 468+65.00 TO -L- STA. 474+19.52
5B
*
(4:1 TO 1.5:1)VAR.
(4:1 TO 1.5:1)VAR.
(4:1 TO 2:1)VAR.
WIDTH STA TO STA
-L- STA. 468+65.00 TO -L- STA. 472+25.00, LT12' TO 0'5A
*0' -L- STA. 472+25.00 TO -L- STA. 474+19.52, LT
5B
*
12'
-L- STA. 472+25.00 TO -L- STA. 473+61.88, LT
-L- STA. 468+65.00 TO -L- STA. 472+25.00, LT
12' TO 20'
-L- STA. 473+61.88 TO -L- STA. 474+19.52, LT20'
-L- STA. 470+50.00 TO -L- STA. 471+50.00, RT0' TO 12'
-L- STA. 471+50.00 TO -L- STA. 474+19.52, RT
5C
*12'
SEE INSET F (SHT 2A-4)
MATCH LINE G
-Y2- STA. 19+90.00 TO -Y2- STA. 23+94.34, LT12'CONSTRUCTIONBEGIN PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C,
E1 D2
SHOULDER BERM GUTTERR4
SEE INSET H (SHT 2A-5)
SEE INSET C (SHT 2A-4)
SEE INSET B (SHT 2A-4)
SEE INSET A (SHT 2A-4)
MATCH LINE B
SEE INSET H (SHT 2A-5)
SEE INSET B (SHT 2A-4)
SEE INSET A (SHT 2A-4)
MATCH LINE A
9.5"W
4'
2'
R5 5"MONOLITHIC CONCRETE ISLAND (SURFACE-MOUNT)
R5
TO -L- STA. 474+07.88
FROM -L- STA 473+57.81
CONCRETE ISLAND
-Y2- STA. 13+60.00 TO -Y2- STA. 14+50.00, LT0'
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
VAR. (4:1 TO 2:1)
VAR. (4:1 TO 2:1)
4:1
8'
0.04
THIS LINE
GRADE TO
T
Ground
Exist.
Ground
Exist.
11' WITH GUARDRAIL
0.02 0.02
GRADE
POINT
9.5"
12'12'
C1W
U
L
8'
10'
0.04
C2
E1
VARIES
(SEE XS-SECTIONS)
D2
12'
FDPS
11"1
*
TYPICAL SECTION NO. 4
C -Y2- (NC 28 - FONTANA RD)
0.02
2:1 MAX
2:1 MAX8'
2'
6"1:11' SAWCUT Ground
Exist.
Ground
Exist.T
C2
D1 E1
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-2A-0009CC
PAVEMENT DESIGN6/2/996/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_typ.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
1
*
-Y2- STA. 92+50.00 TO -Y2- STA. 98+65.27
USE TYPICAL SECTION NO. 4
THIS LINE
GRADE TO
0.02 0.02
GRADE
POINT
11"
12'
C1
W
U
L
C2
E1 D1
12'11"C -Y2- (NC 28 - FONTANA RD)
0.02
2:1 MAX
2:1 MAX2'
6"1:11' SAWCUT
Ground
Exist.
Ground
Exist.T
C2
D1
E1
2'
2:1 MAX
Ground
Exist.
Ground
Exist.
0.02
6"
VARIES
(SEE XS-SECTIONS)
-Y2- STA 93+50.00, RT
USE 6' BERM :
-Y2- STA. 92+50 TO 93+00.00, RT
USE 4' BERM :
NOTE:
15'-6"
4'10'1'-6"
PATH
MULTI-USE
6"
(SEE DETAIL )
HANDRAIL
TYPICAL SECTION NO. 5
USE TYPICAL SECTION NO. 5
1.5:1 MAX8'
Ground
Exist.
0.02 0.02
GRADE
POINT
C1
W
U
CL
8'8'
10'8'4:1 VAR. (4:1 TO 2:1)VAR. (4:1 TO 2:1)
0.04 0.04 0.04
C2 C2
E1 D2 E1
THIS LINE
GRADE TO
THIS LINE
GRADE TO
VARIES
(SEE XS-SECTIONS)
T
11' WITH GUARDRAIL
D2
TYPICAL SECTION NO. 3
-Y2- STA. 78+67.49 TO -Y2- STA. 92+19.93
USE TYPICAL SECTION NO. 3
0.02
FDPS FDPS
9.5"9.5"
-Y2- (NC 28 - FONTANA RD)
1
*1
*12'12'
6'
12' TO
VARIES VAR.
6'
TO
0'
9'-6"
Ground
Exist.
CONCRETE BARRIER
SINGLE FACED
SEE INSET A FOR DITCH LAYOUT
4" CONCRETE DITCH
Ground
Exist.
-Y2- STA. 88+25± TO -Y2- STA. 92+19.93,LT
USE STANDARD DITCH:
-Y2- STA 77+92± TO -Y2- STA 88+25±,LT
USE RETAINING WALL:
NOTE:
(SEE DETAIL SHT )
RETAINING WALL #35
-Y2- STA. 92+19.93 TO -Y2- STA. 92+50.00
AND TYP. SECT. NO 4 AS FOLLOWS:
TRANSITION BETWEEN TYP. SECT. NO. 3
NOTE:
6'6'
DESIGNATION
FOR LANE
SEE PLANS
VAR.VAR.
0'
TO
6'
12'
TO
6'
-Y2- STA. 98+65.27 TO -Y2- STA. 135+21.96
S
R1
R1R1
SCHEDULE
PAVEMENT
E1 4" B25.0C
C1
C2
WEDGING
1.5" S9.5B
3" S9.5B
T
U
W
EARTH
MATERIAL
EXISTING
PAVEMENT
D2 2 •" I19.0C
R1 2'-6" C&G
D1 4" I19.0C
SEE INSET E (SHT 2A-4)
SEE INSET D (SHT 2A-4)
MATCH LINE E
NCDOT STD DRAWING 862.01 AT LOCATIONS SHOWN ON PLANS.
NOTE: GUARDRAIL TO BE PLACED AT FACE OF CURB PER
S
CONCRETE
SIDEWALK
NCDOT STD DRAWING 862.01 AT LOCATIONS SHOWN ON PLANS.
NOTE: GUARDRAIL TO BE PLACED AT FACE OF CURB PER
WEST-BOUND LEFT TURN
TO -Y2- STA. 102+40
-Y2- STA. 98+65.27
-Y2- STA. 133+63.02 TO -Y2- STA. 135+21.96, LT
-Y2- STA. 132+02.72 TO -Y2- STA. 135+21.96, RT
(SEE TYPICAL SECTION NO. 1)
USE SHOULDER SECTION AND STANDARD DITCH
NOTE:1:1T
PAVEMENT SCHEDULE.
SEE SHEET 2A-1 FOR DETAILED
SHOWN OTHERWISE.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-3A-0009CC
PAVEMENT DESIGN6/2/996/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_typ.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
USE TYPICAL SECTION NO. 6
Ground
Exist.
Ground
Exist.
0.02 0.02
GRADE
POINT
12'
C1 W
U
CL
VAR. (4:1 TO 1:1)
VAR. (4:1 TO 2:1)
4:1
8'8'
10'10'8'8'4:1VAR. (4:1 TO 1:1)VAR. (4:1 TO 2:1)
0.040.04 0.04 0.04
C2 C2
E1 D2 E1
THIS LINE
GRADE TO
THIS LINE
GRADE TO
VARIES
(SEE XS-SECTIONS)
T T
Ground
Exist.
Ground
Exist.
11' WITH GUARDRAIL
D2
TYPICAL SECTION NO. 6
0.02
FDPS FDPS
9.5"9.5"
-Y2- (NC 28 - FONTANA RD)
1
*7
*
1
*
1
*12'
WIDTH STA TO STA
0' TO 19'7
*
0'-Y2- STA. 135+21.96 TO -Y2- STA. 148+20.00
-Y2- STA. 148+20.00 TO -Y2- STA. 158+65.00
AND CONCRETE ISLAND
LOCATION OF PAINTED
LANE DESIGNATION,
SEE PLANS FOR
19' TO 16'-Y2- STA. 158+65.00 TO -Y2- STA. 164+50.00
EXIST.EXIST.
C1 C1
V2
V2
CL -Y2- (NC 28 - FONTANA RD)
EXIST.EXIST.
TYPICAL SECTION NO. 7
USE TYPICAL SECTION NO. 7
-Y2- STA. 166+45.00 TO -Y2- STA. 169+60.00
-Y2- STA. 135+21.96 TO -Y2- STA. 158+96.87
-Y2- STA. 158+96.87 TO -Y2- STA. 164+50.0012' TO 15'
8
*
12'
8
*
-Y2- STA. 164+50.00 TO -Y2- STA. 166+45.00
AND TYP. SECT. NO 7 AS FOLLOWS:
TRANSITION BETWEEN TYP. SECT. NO. 6
NOTE:
0.020.02 0.02
GRADE
POINT
CL
THIS LINE
GRADE TO
0.080.08
10'10'
C2
E1
3'
TT
7"
3'
-Y3- (SR 1238 BILL CRISP RD)
4:1VAR. (4:1 TO 2:1)
VAR. (4:1 TO 2:1)
8'
VAR. (4:1 TO 2:1)
4
:1VAR. (4:1 TO 2:1)
8'
TYPICAL SECTION NO. 9
USE TYPICAL SECTION NO. 9
-Y3- STA. 10+50.00 TO -Y3- STA. 14+02.24
0.020.02 0.02
GRADE
POINT
CL
THIS LINE
GRADE TO
8'
8"
8'
0.08
0.08
-DR3-
2'2'
C3J1
TT
VAR. (4:1 TO 2:1)VAR. (4:1 TO 2:1)
3'3'VAR. (4:1 TO 2:1)
Ground
Exist.
Ground
Exist.
Ground
Exist.
Ground
Exist.
Ground
Exist.
Ground
Exist.
Ground
Exist.
Ground
Exist.
TYPICAL SECTION NO. 10
USE TYPICAL SECTION NO. 10
VAR. (4:1 TO 1.5:1)
SCHEDULE
PAVEMENT
C1
C2
1.5" S9.5B
3" S9.5B T
U
EARTH
MATERIAL
EXISTING
PAVEMENTC32" S9.5B
4" B25.0CE1
J1 6" ABC
D2 2 •" I19.0C
PAVEMENT SCHEDULE.
SEE SHEET 2A-1 FOR DETAILED
SHOWN OTHERWISE.
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS
SEE INSET G(SHT 2A-4)
MATCH LINE F
-Y2- STA. 135+21.96 TO -Y2- STA. 164+50.00
RETAINED
AND CURB TO BE
EXIST. ISLAND
3
:13:1
EXIST.
CL
VAR. (4:1 TO 2:1)Ground
Exist.
7'-2"6'-8"
30'-0"
C1
C2D2E1
9.5"
TT
U THIS LINE
GRADE TO
-Y2A- (SR 1226 - MARTIN JENKINS RD)
TYPICAL SECTION NO. 8
USE TYPICAL SECTION NO. 8
2'
0.08
W WEDGING
V2 1 •" MILLING
-Y2A- STA. 10+31.94 TO -Y2A- STA. 11+25.00
0.020.02
GRADE
POINT
CL
THIS LINE
GRADE TO
8'
8"
8'
0.08
2'2'
C3J1
TT
Ground
Exist.
Ground
Exist.
TYPICAL SECTION NO. 11
USE TYPICAL SECTION NO. 11
-DR4-
-DR3- STA. 10+20.00 TO -DR3- STA. 11+72.03
0.02
0.02
2:1
VAR. (4:1 TO 1.5:1)
-DR4- STA. 10+12.13 TO -DR4- STA. 11+10.00
SEE XS-SECT AND DETAIL SHT 2 -
-DR4- STA 10+35+/- TO -DR4- STA. 11+30+/-, LT
NOTE: ROCK EMBANKMENT
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
C2
D2
E1
THIS LINE
GRADE TO
0.04
FDPS
1'-6"
INSET A:
USE INSET A
1'
1'9.5"CONCRETE BARRIER
SINGLE FACED
2
*
2
*
-L- STA 430+25± TO 436+65±
-L- STA 428+94± TO 430+25±
-L- STA 422+13± TO 428+94±
-L- STA 420+39± TO 422+13±
STATION TO STATION SHOULDER WIDTH
8'
Ground
Exist..02
INSET B:
0.049.5"
C2
D2 E1
USE INSET B
3
*
3
*
4
*
4
*
3
*
4
*
SEE X-SECT
SLOPE
VAR WIDTH AND
Ground
Exist.DITCH
4" CONCRETE
2
*
3
*
4
*
19'-6"
VARIES 8'-0" TO 19'-6"
8'-0"
VARIES 18'-1" TO 8'-0"
8'
10'
0.04
D2 E1
C2
9.5"0.02
R2
FDPS
THIS LINE
GRADE TO
VARIES
INSET C:
USE INSET C
2:1
11'-8"
4'-0" TO
-Y2- STA. 51+25.00 TO -Y2- STA. 57+76±, RT
-L- STA. 421+44± TO -L- STA. 423+54±, RT
( =6', =4')
-L- STA. 427+50± TO -L- STA. 431+42±, RT
( =VARIES 7' TO 9'-10", =10')
-Y2- STA. 61+57± TO -Y2- STA. 66+83±, LT
-Y2- STA. 26+60± TO -Y2- STA. 28+75±, LT
( =5'-6", =10')
(SEE DETAIL SHT __)
#32
RETAINING WALL #26, #27, #30,
0.02
2'
6"1:1TE1
15'-6"
4'10'1'-6"
PATH
MULTI-USE
4'
.02 Gr
o
u
n
dExist.
(SEE DETAIL SHT )
HANDRAIL
USE INSET D
INSET D:
0.02
2'
6"1:1TE1
15'-6"
4'10'1'-6"
PATH
MULTI-USE
INSET E:
USE INSET E
G
roundE
xi
st.
1.5:1
3'-6"
-Y2- STA. 117+75± TO -Y2- STA. 128+25±, RT
-Y2- STA. 115+25± TO -Y2- STA. 116+75±, RT
-Y2- STA. 108+85± TO -Y2- STA. 111+40±, RT
(SEE DETAIL SHT )
#36 & # 37
RETAINING WALLS
-Y2- STA. 112+75± TO -Y2- STA. 115+25±, RT
-Y2- STA. 107+75± TO -Y2- STA. 108+85±, RT
INSET F:
USE INSET F
R1
S
S
R1
2'1:1TE1
8'
USE INSET G
INSET G:
R1
Ground
Exist.
0.02
VAR.
R3
-Y2- STA. 158+32± TO -Y2- STA. 161+24±, RT
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-4A-0009CC
PAVEMENT DESIGN6/2/996/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_typ.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SCHEDULE
PAVEMENT
E1 4" B25.0C
C2 3" S9.5B
T
D2 2 •" I19.0C
R1 2'-6" C&G
2
*
-Y2- STA. 77+92± TO -Y2- STA. 88+25±, LT
-Y2- STA. 71+25± TO -Y2- STA. 72+25±, LT
-Y2- STA. 63+75± TO -Y2- STA. 66+02±, RT
-Y2- STA. 28+25± TO -Y2- STA. 32+25±, RT
-Y2- STA. 16+75± TO -Y2- STA. 18+60±, LT
-Y2- STA. 14+75± TO -Y2- STA. 16+25±, LT
-L- STA. 468+75± TO -L- STA. 471+75±, LT
-L- STA. 453+25± TO -L- STA. 456+25±, LT
-L- STA. 448+40± TO -L- STA. 452+25±, LT
-L- STA. 439+00± TO -L- STA. 442+50±, LT
= 8'-0":
-L- STA. 420+39± TO -L- STA. 436+65±, LT
SEE TABLE FOR WIDTH:
TYP. SECT. NO 2, SHT 2A-1
TYP. SECT. NO 1, SHT 2A-1
MATCH LINE A & C
SEE TYP. SECT. NO. 1, SHT 2A-1
MATCH LINE B
SEE TYP. SECT. NO. 5, SHT 2A-2
MATCH LINE E
SEE TYP. SECT. NO. 5. SHT 2A-2
MATCH LINE E
SEE TYP. SECT. NO. 6, SHT 2A-3
MATCH LINE F
EXPRESSWAY
GUTTER
R2
8" X 12"
CONCRETE CURB
R3
S
SCHEDULE.
DETAILED PAVEMENT
SEE SHEET 2A-1 FOR
SHOWN OTHERWISE.
ARE 1:1 UNLESS
PAVEMENT EDGE SLOPES
9
*
0.02
2'
C2
10
*4'
0.04
Ground
Exist.9.5"WIDTH STA TO STA
9
*
0' TO 12'-Y2- STA. 18+90.00 TO -Y2- STA. 19+90.00
12'-Y2- STA. 19+90.00 TO -Y2- STA. 21+91.72
10
*
PARKING LOT
0' TO 21.45'
40.35'
40.35' TO 0'
-Y2- STA. 18+90.00 TO -Y2- STA. 20+07+/-
-Y2- STA. 20+07± TO -Y2- STA. 21+43±
-Y2- STA. 21+43± TO -Y2- STA. 21+91.72
D2 E1
C3
J1
-Y2- STA. 18+90.00 TO -Y2- STA. 21+91.72, LT
EARTH
MATERIAL
CONCRETE
SIDEWALK
(SEE DETAIL SHT )
#34, #35, #39, & #40
#23, #24, #25, #31, #33,
RETAINING WALLS #21, #22
SEE TYP. SECT. NO. 1,SHT 2A-1
MATCH LINE A & MATCH LINE B
PROP.GUARDRAIL
SEPARATION.
IN FRONT WITH MIN. 1'
NEW WALL CONSTRUCTED
WALL TO REMAIN AND
EXISTING RETAINING
GroundExist.
12"
E1
C2
1' SAWCUT2:1 MAX.Ground
Exist.
C3 2" S9.5B
J1 6" ABC
SEE NCDOT RDY STD 275.01
AS LISTED BELOW
ROCK PLATING TO BE USED
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
SHEET NO.PROJECT REFERENCE NO.
ROADWAY DESIGN
ENGINEER ENGINEER
2A-5A-0009CC
PAVEMENT DESIGN6/2/996/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_typ.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
0.04
D2 E1
9.5"
R4
C2
3'
Ground
Exist.
THIS LINE
GRADE TO
USE INSET HVAR. (
4:
1 TO
1.
5:
1)
INSET H:
11
*
11
*
11
*
8'
Ground
Exist..02
INSET I:
0.04 9.5"
C2
D2E1
USE INSET I
PROP.GUARDRAIL
-Y2- STA. 67+00± TO -Y2- STA. 70+50±, RT
-L- STA. 438+50± TO -L- STA. 442+50±, RT
= 10'-3"
SEE TYP. SECT. NO. 1, SHT 2A-1
MATCH LINE A & B
SEE TYP. SECT. NO. 1, SHT 2A-1
MATCH LINE A
5'-6"
(SEE DETAIL SHT __)
RETAINING WALL #32
10'
-Y2- STA. 59+00± TO -Y2- STA. 61+57±, LT
-Y2- STA. 58+95± TO -Y2- STA. 59+00±, LT
-Y2- STA. 47+50± TO -Y2- STA. 52+57±, LT
-Y2- STA. 27+00± TO -Y2- STA. 28+25±, RT
= 8'
R4
SCHEDULE
PAVEMENT
E1 4" B25.0C
C2 3" S9.5B
D2 2 •" I19.0C
GUTTER
SCHEDULE.
DETAILED PAVEMENT
SEE SHEET 2A-1 FOR
SHOWN OTHERWISE.
ARE 1:1 UNLESS
PAVEMENT EDGE SLOPES
R4
SHOULDER BERM
THIS LINE
GRADE TO
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
2640265026702690270027102720
27302730
2740
2740
27402750
2750
27502
7
6
0 276027702770277027702770
2780
278027802790
2790279027902790
2800
2800280028002 8 0 0
2810
2810281028102810
2820
28202820
2820
2820
2820
2830
2830
2830
28302830
2830
2840
2840
28402840
284028402850
2850
2850
28502850
28502850
2860
2860
2860
2860
286028602860
2860286028702870
2
87
0
2870
2870
287028702870
2870287028802880
2880 288028802880
2880
2880
2880
28802880
2880
28902890
2890 289028902890
2890
2890
2890
2890289029002900
290029002900
2900
2900
2900
290029002900
2910
2910
2910
2910
2910291029
102910
2910 2910291029102910
2920
2920
2920
29202920
29202
9
2
0
29202920 2930
2930
2930
293029302
9
3
0
2930293029302940
2940
2940
2940
294029402940
2950
2950
29502950
2950
2
9
5
0
2
9
5
0
2960
2960
2960
2
9
6
0
2960
2
9
6
0
2970
29702970
2
9
7
0
2
9
7
029702
9
8
0
2980
2
9
8
0
2980
2980 29802990
2990
2990
2990
2990
3000
3000
3000
3000 30003010
3010 30103010
3020 3020
3020
3030
3030
3030
3040
30403040
3040
3040
30503050
3060
3070
NAD 83/ 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
A-0009CC 35
HYDRAULICSROADWAY DESIGN
6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_35.dgnUser:zrichard8/17/99END SECTION A-0009CBBEGIN SECTION A-0009CCMATCH TO SHEET NO. 36MATCH LI
NE STA
-L- 428+00.00PI Sta 419+44.60
D
L = 590.05'
T = 321.35'
R = 600.00'
FOR -L- PROFILE, SEE SHEET NO.69
FOR -DR3- PROFILE, SEE SHEET NO. 77
PAVEMENT REMOVAL
ISLAND - SURFACE MOUNTED
PROP MONOLITHIC CONC
415420425-L- PC 416+23.25
0
202 02
0
2
02 01 00 01
AT-1-L- STA. 414+50.00
BEGIN TIP PROJECT A-0009CC
12'12'12'01000001020304050607088'F
DPS
3
0'R
2
5'RCONCRETE DRIVE
PROP.
GRAVEL DRIVE
PROP.
-DR3 STA. 10+20.00
BEGIN CONSTRUCTION
-L- PT 422+13.30
-DR3- PT 10+98.80
-DR3- PC 10+38.28
3
2' TYP+52.72+85.8112'12'12'8'FDPS
END -L- STA. 436+65±
BEGIN -L- STA. 420+39±
W/CONCRETE DITCH
PROP. RETAINING WALL #21
0
30
40
5063
0'R 070836' TYP+17.30GREU TL-303 0230'R 05045
0'R44+708'8'24'24'+66.37+58.43
+24.69
8:1
END -L- STA. 423+54±
BEGIN -L- STA. 421+44±
PROP. RETAINING WALL #26
END -L- STA. 431+42±
BEGIN -L- STA. 427+50±
PROP. RETAINING WALL #27
25' TYP+7
0
42'-6"48'-6"CONC. ISLAND
MONO.32'4'8'FDPSEXISTING SIGN
TIE CONCRETE TO
LAYOUT SEE DETAIL SHT 2B-
FOR CONCRETE ISLAND & DRIVE
8'F
DPS 8'FDPS
S
OIL
(AB
AND.)
1 S F
DMT
L
MT
LWOODS
SI
GNROCKCONCCONCCONCCONCCONC
CONCCHURCH1 S ROCKW
ALLRETAI
NI
NGROCKWALLRETAI
NI
NGROCKC
O
NC
WD RAI
LGATE6" CONC CURB6" CONC CURBBST SHOULDERGR
GRGRGAT
E
GPS
-18
BST
BST
GR
GR RI
P-RAPMTL
MTL
MTL
TIMBER RETAINING WALL
BL-63 MTL RI
P-RAPBST SHOULDER
NC 143 (SWEETWATER RD.)
24' BST
S
HE
DB
L
K20" MAPLE
W
OODSWOODS
WOOD
S
WOODS
WOODS
WOODS
WOODS
U.S. FOREST SERVICE
TRACT N-599
DB 82 PG 603
MARCIA G. WILLIAMS
DB 289 PG 738
DB 118 PG 233
MARCIA G. WILLIAMS
DB 289 PG 738
HOUSE OF PRAYER
DB 147 PG 92
DELMAR L. HOLDER, ET AL
DB 118 PG 76
WOODS
WOODS WBB
415
416
4
1
7
418419
420
421
422
423
424
425
426
427
428
1011D B
4"
18" CMP
DICONC
T
OP=2929.19'I
NV=2926.93'
I
NV=2910.76'
18"
C
MP
12" HDPE
CONC
DI
18" CMP
TOP=2903
.05
'INV=2900
.37
'CONCINV=2897
.26
'INV=2860.56'
18" CMP
CONC
INV=2878.72'
12"
H
DPE
DITOP=2863.25'
INV=2861.14'
CONC
18" CMP
TOP=2862.60'INV=2859.47'
INV=2859.41'
INV=2857.46'
DI
18" CMP
CONC
-L- CURVE DATA
DS = 45 MPH
SE = 0.08
PI Sta 10+68.68
D
L = 60.52'
T = 30.41'
R = 250.00'
PI Sta 11+40.26
D
L = 66.28'
T = 39.03'
R = 50.00'
-DR3- CURVE DATA
SE = SEE PLANS SE = SEE PLANS
-DR3- PT 11+67.51
-DR3- PC 11+01.23
B1
1
2
B2
-DR3- POT 10+00.00
-DR3- POT 11+96.03
-L- POC 420+20.00 =
1
B1
2
B2
2 TONS, 7 SY GEO
CLASS B RIPRAP
3501
3502
3503
REMOVE P
PLUG
FLOWABLE FILLPLUG
P
18"
R
CP-III 24" CSPSEE DETAIL 35B
FALSE SUMP
SEE DETAIL 35B
FALSE SUMP
( Not to Scale)
BERM BASE DITCH
1.
5:
1
2:1
D2:1B
b
d
-L- STA. 419+00 TO STA. 419+50 LT
DETAIL 35A
b=5.0 Ft.
B=2.0 Ft.
Max. d=1.5 Ft.
Min. D=1.5 Ft.
Type of Liner= Class I Rip-Rap
Ground
Natural RDWY
GEOTEXTILE
3504
3505
3506
3507
3508
30 TONS, 60 SY GEO
Class I RIP-RAP
SEE DETAIL 35A
BERM BASE DITCH
P
PLUG FLOWABLE FILLP
REMOVE
REMOVE
ELB 3509
ELB
2GI
15" R
C
P
-III 24" CSPBDO
15" RCP-III
15" RCP-III
2GI
30" RCP-III20 TONS
(KEYED-IN)
CLASS I RIPRAP
2GI 2GI-D
65 TONS
(KEYED-IN)
CLASS I RIPRAP
35 TONS
(KEYED-IN)
CLASS I RIPRAP
PLUG
CONC. DITCH
REMOVE
3510
3511
1 TONS, 5 SY GEO
CLASS I RIPRAP
SEE DETAIL 35C
FALSE SUMP
SEE DETAIL 35B
FALSE SUMP
SEE DETAIL 35B
FALSE SUMP
8:1 4:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 35B
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 419+48 LT
-L- STA. 418+09 LT
-L- STA. 416+37 LT
-L- STA. 414+93 LT
C Proposed Ditch
P
PLUG
F
L
OWABL
E
FI
L
L
PLUG
P
RET
AIN
E351
3512
3513
3514
3515
(ELBOWS)
WITH GASKETS
ROD AND LUG

3516
3517
3518
3519
15" RCP-IV
TB 2GI
TB 2GI
15" RCP IV
22 TONS
(KEYED-IN)
CLASS I RIPRAP
REMOVE
P
PLUG
FLOWABLE FILL
PLUG
P
REMOVEREMOVE
SEE DETAIL 35C
FALSE SUMP
L
S etc.
GI
4:1 4
:1
( Not to Scale)
FALSE SUMP
2.0'
-L- STA. 426+19 RT
-L- STA. 421+00 RT
DETAIL 35C
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
11 TONS
(KEYED-IN)
CLASS I RIPRAP
16 TONS
(KEYED-IN)
CLASS I RIPRAPGTD15" RCP IV
18" RCP-
I
V
C
S
P
18"
TB 2GI
2GI
(SEE WALL ENVELOPES FOR DITCH GRADE)
-L- STA. 420+39 TO 428+00 LT (XX SY)
DETAIL 35D
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
SEE DETAIL 35D
RETAINING WALL
CONC. DITCH BEHIND SEE DETAIL 36ARETAINING WALLCONC. DITCH BEHIND (Top Wall)
2GI
(Top Wall)
2GI
3520
18" CSP18" RCP-
I
V
(ELBOWS)
WITH GASKETS
ROD AND LUG
TB 2GI
THIS SIDE OF ELBOW
MAX 1.0% PIPE SLOPE
2GI
DI
1
5
" (ELBOWS)
WITH GASKETS
ROD AND LUG
2GI-D
7 TONS, 15 SY GEO
CLASS I RIPRAP
O
OO OOOO
PERCHED 0.5'
NO FLOW
2' BASE WITH SILT
TOP COVERED
FAIR CONDITION
2' BASE
LIVE FLOW
DRIVE EROSION
R/W MARKER
PERCHED 4'
0.1'
1.0'
1'-2'
4:1 4:1EXISTING CHANNEL
NOTE: JURISDICTIONAL STREAM
1:1 SIDE SLOPES
0.2' WATER
3' BASE
SCOUR @ OUTLET
8' ROUND
PERCHED 3'-4'
(-)6.696
(-)6.193
(-)6.193
(-)7.270 (-)6.696
BRANCH (SBB)UT TO CODYBRANCH (SBB)UT TO CODYF
C
C
C
C
C
C
F
C
C
C
C CF CFCCC
C
F
C
C
C
C
C
C
C
F
C
C
F
C
F
C
F
C
F
C
C
C
CC
C
C
C
C
C
C
C C
C
C
C
2
6
5
0
2
6
5
0
26502660 2660
2 6 6 0
26702670
2670 26702680
2
6
8
0
26802680
2690 26902690
2690
2690
2690
2700
2700
2700
2700
2700
270027102710
2710
2710
2710271027202720
2720
2720
2720272027302
7
3
0
2730
2730
2 7 3 0
2730273027402740
2740
2740
27402740274027502750
2750
2750
2750
2750
2750
2750275027602760
2
7
6
0
2760 27602760
2760
2760276027702
7
7
0
2770
2770
2770
2770
277027702770
2780
27802780
27802780
2780
2
7
8
027802780
2790
27902790
27902790
279027902790
2790
27902790
2800
2800
2800
28002800
2 8 0 0
2800280028002800
2810
2810
2810
2810
281028102810281028102810
2820
2820
28202820
2820
2820282028202
8
2
0
28202830
2830
28302830
2830
283028302
8
3
028302830 28402840
28402840
28402840
2840
2840
2850
2850
2850285028
5028502850 2860
2860
2860286028602860
2870
2870
2870287028702870
2880
2880
28802880
2
8
8
0
2880 28902890
2890
2890289028902890 29002900
2900
2900290029002900
2 9 1 0
2910
2910
29102910
2
9
1
0
2910
2920
2920
2920
29202920
2920
2920
2930
2930
2930
29302930
2930
2930
2940
2940
2940
29402940
2
9
4
0
2950
2950
2950
2 9 5 0
29502
9
5
0
2960
29602960 2960
2960
2970
2970
2970
2970
2970
2980
2980
2980 298029902
9
9
0
2990
2990 30003000
3
0
0
0 300030103010
3
0
1
0 302030203020 30303
0
3
0
30303
0
4
0 30503050 30603060306030703070
NAD
8
3
/ 2
0
11
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
A-0009CC 36
HYDRAULICSROADWAY DESIGN
6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_36.dgnUser:zrichard8/17/99MAT C H T O SH E E T NO. 35
MAT C H L INE S T A -L - 428+00.00
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
MATCH TO SHEET NO.
37MATCH LINE STA
-L- 442+00.00PI Sta 434+01.05
D
L = 596.48'
T = 351.24'
R = 450.00'
PI Sta 440+11.67
D
L = 297.01'
T = 151.14'
R = 650.00'
FOR -L- PROFILE, SEE SHEET NO. 69
*AND HORIZONTAL STOPPING SIGHT DISTANCE.
DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE
*
430 4350 1
0 0
0 1
0 2
0 3
0 4
0 5
060708070605G
R
EU TL-336' T
YP+21.81
12'12'12'
15'R
-L- PC 430+49.81
-L- PC 438+60.52
-L- PT 441+57.5312'12'12'
80'R12'+40.908'F
DPS
8'FDPS8'FDPS
END -L- STA. 431+42±
BEGIN -L- STA. 427+50±
PROP. RETAINING WALL #27
END -L- STA. 436+65±
BEGIN -L- STA. 420+39±
W/CONCRETE DITCH
PROP. RETAINING WALL #21 44000
00
01
02
03
04
05
0
6
0
7
0
8
01
02
03
04
05
06
0
7
0
8 0827' TYP
+37.41TYPE B-77
TYPE B-77
-L- PT 436+46.29
50'R12'+16.30END -L- STA. 442+50±
BEGIN -L- STA. 439+00±
W/CONCRETE DITCH
PROP. RETAINING WALL #22
36' TYP
+61.538'FDPS
190.67' SHOULDER TAPER
19.5' TO 8'
SIGN
DISTURB
DO NOT
8'F
DPS
-L- STA. 437+53.41 TO 448+97, RT
SHOULDER BERM GUTTER
PROP. DRIVE TTI
MBER RET
AININ
G WALLMTL
MTLMTL
BST S
H
O
UL
DER
BST S
H
O
UL
DER
BST SHOULDER
WALL
BLOCK
GATEWD RAIL
WD RAIL
W/LT
GR
GR
GRMARKER
F/O
KNOLL TOPSI
GNMTL
MTL
MTL
MTL
MTL
BST
BSTBST SHOULDER
BST SHOULDER
BL-66
MTL
S 39°11'04" W207.89'S
18°
5
2'
4
6" W117.
5
2'
S 30°05'43" W103.49'S
2
1°3
0'13" W6
9.2
6'
N 46°12'08"
E
1273.13'N 76°56'20" E397.43'BL-65S 85°11'28" E232.44'N 71°07'32" E567.00'
24' BST
S 84°48'03" E65.49'S 84°48'03" E63.65'S 80°45'55" E221.82'EIP
EIPWO
O
DS
WO
O
DS
WOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
MARCIA G. WILLIAMS
DB 289 PG 738
DB 204 PG 740
BARBARA LAKEY
U.S. FOREST SERVICE
TRACT N-676
DB 102 PG 614
MARCIA G. WILLIAMS
DB 289 PG 738
BL-64
CIRCLE G MANAGEMENT, LLC
DB 359 PG 483
DB 359 PG 486
ROBERT L. LINN
DB 234 PG 200
BARBARA LAKEY
DB 204 PG 740
DB 329 PG 466
NORCROSS
ROBERT K.
).DR RETAWTEEWS( 341 CN
SPIKE NAIL IN BASE OF 24" PRINCESS TREE
-BL- STA. 432+42.00 78' RT.
BM#21 ELEV. 2806.49'
428
429
430
431
432433 434
435
436
437
438
439
440
441
442
D B
4"
15"
R
CP
DI
T
OP=2840.61'IN
V=2837.54'CONCTOP=2
8
2
8.
3
1'I
NV=2
8
2
5.
5
2'DI
DI
I
NV=2
8
2
9.
15'
I
NV=2
8
2
4.
7
2'
I
NV=2
8
2
4.
6
3'TOP=2
8
3
1.
7
9'I
NV=2
8
2
2.
5
3'
18" CMP18" CMPCONC
INV=2812.08'
TOP=2815.30'
15" CMP
DI
DI
INV=2810.60'
INV=2810.36'
TOP=2815.17'18" CMPINV=2792.49'
INV=2756.53'
INV=2784.62'HWCONC
18" CMP
INV=2765.20'
INV=2764.44'
6" CMP
SE = 0.08 SE = 0.08
DS = 45 MPHDS = 40 MPH
-L- CURVE DATA
GREU TL-3
2 TONS, 7 SY GEO
CLASS B RIPRAP
3601
3602
3603
3604
3605
3606
SEE DETAIL 36A
RETAINING WALL
CONC. DITCH BEHIND
3608
3609
E361
3610
3611
3612
3613
3614
REMOVE
PLUG
FILL
FLOWABLE
P
P
PLUG
REMOVE
1
5" RCP-I
V 24" RCP-IV2GI
TB 2GI
TB 2GI
TB 2GI
15" RCP IV
15" RCP IV
7 TONS, 15 SY GEO
CLASS I RIPRAP
361515" RCP-IV 18"(Top Wall)
2GI
(Top Wall)
2GI
(Top Wall)
2GI
TB 2GI
2GI
(4' DIA.)
MH
REMOVEREMOVE
REMOVE
P
PLUG
F
LOWABLE
FI
LLPLUG
P
RETAINTB 2GI
OTCB-4
15"
60 TONS, 120 SY GEO
CLASS I RIPRAP
15" RCP IV
3616
3617
3618
3619
3620
3622
3623
(Top Wall)
2GI
(Top Wall)
2GI
(Top Wall)
2GI
SEE DETAIL 36A
RETAINING WALL
CONC. DITCH BEHIND
3621
18"
18" RCP-IV
18" RCP-IV
2
4
" RCP-I
V24" RCP-IV
24" RCP-IV
24" CSPELB
ELB
(ELBOWS)
WITH GASKETS
ROD AND LUG
TB 2GI-A
TB 2GI-A
TB 2GI-A
P
PLUG
P
PLUGFILLFLOWABLE
RE
MOVE
REMOVE
REMOVE
18 TONS
(KEYED-IN)
CLASS II RIPRAP
18 TONS
(KEYED-IN)
CLASS II RIPRAP
3624
15" RCP-I
V
15"
R
CP-I
V TB 2GI AND LI
NE
W
I
TH CI
PPRETAI
N 18" CM
P(SEE WALL ENVELOPES FOR DITCH GRADE)
-L- STA. 439+00 TO 442+00 LT (XX SY)
-L- STA. 428+00 TO 436+65 LT (XX SY)
DETAIL 36A
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
24" CSPELB
ELB
GASKETS (ELBOWS)
ROD AND LUG WITH
THIS SIDE OF ELBOW
MAX 1.0% PIPE SLOPE
THIS SIDE OF ELBOW
MAX 1.0% PIPE SLOPE
O OO 18" CM
P& RUSTED BOTTOM
PERCHED 0.5'
BIG SCOUR HOLE
PERCHED 9'
ALL FLOW HERE
@ GUTTER
SHOULDER FAILURE
DRAIN
8" FRENCH
NO FLOW
& RUSTED BOTTOM
PERCHED 0.5'
PERCHED 0.5'
EROSION
RDY DRN
1.0'
2'
4:1 4:1EXISTING CHANNEL
DRY
PERCHED 6'
BOTTOM RUSTED
OUTLET PERCHED 0.5'
(-)6.193 (-)6.619
(-)6.619
(-)7.849
(-)7.849 (-)8.042
C
C
C
C
C
C
C
CFCFC
F
C
C
C
F
C
C C
C
F
C
F
C
C
F
C
C
C
C
C
F
C
C
C
C
C
C
CCC
CCC
CC
C
F
F
F
F
F
F
F
F
F
FF
F
F
24902500
2510
25202530 2
5
3
0
2530
2540
2540
2540
2550
2550
255025502550 2560
2560
2560
2560
256025702570
2570
2570
2570
2580
2580
25802
5
8
02580
258025802590
259025902590
2590
2590
26002600
2
6
0
0
2600
2600
2600
26102610
2
6
10
2610
2610
2610
2610
2620
2620
2620
2620
2620
26202620
2
6
3
02630
2630
2630
2630
26302630
26402640
26
4026402640
2640
2640
26502650
26502650
2650
26502650
2660
2660
2660
2660
2660
26602660
26602660
2660
2670
2670
2670
26702670
2670
2670
2670 267026802680
2680
26
8
0
2680
268026802690
2
6
9
0
2690
2690
2690
2690
26902690
2700
27002700
2700
27002700
2700
2700270027002710
2710
271027102710
27102710
2710
2720
2720
27202720
2720
2720
2720
2
7
2
0
2730
2
7
3
0
27302730
2730
2730
2730
2730
2740
27402740
27402740
2740
2740
2740
2740
2750
2750
2750
2750
2750
2750
2750
2750
2760
2760
2760
2760
2760
2760
2770
27702770
2770
2770
2770
2780
27802780
2780
2780
2780
2790
2790
2790
2790
2790
27902
8002800
2800
2800
2800
28002810
2810
2810
2810
2810
2820
2820
2820
2820
2820
2830
2830
2830
2830
2840
2840 2840
28502850286028602870
2880
2
8
9
0
2
9
0
029102920293029402950 NAD 83/ 2011 6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_37.dgnUser:zrichard8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
A-0009CC 37
HYDRAULICSROADWAY DESIGN
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
MATCH TO SHEET NO. 36MATCH LINE STA -L- 442+00.00MATCH TO SHEET NO. 38MATCH LINE STA -L- 456+00.00FOR -L- PROFILE, SEE SHEET NO. 70445450455040302010001020202020807060504030201000136' TYP +21.5336' TYP+52.49GREU TL-3
TYPE B-77 TYPE B-77TYPE B-77GREU TL-3TYPE B-77 GREU TL-3
12'12'12'8'FDPS
END -L- STA. 442+50±
BEGIN -L- STA. 439+00±
W/CONCRETE DITCH
PROP. RETAINING WALL #22
END -L- STA. 452+25±
BEGIN -L- STA. 448+40±
W/CONCRETE DITCH
PROP. RETAINING WALL #23
END -L- STA. 456+25±
BEGIN -L- STA. 453+25±
W/CONCRETE DITCH
PROP. RETAINING WALL #24
-L- PC 454+16.49
T = 275.02'
PI Sta 456+91.51
D
L = 515.75'
R = 600.00'12'12'12'8'FD
PS8'FD
PS-L- STA. 437+53.41 TO 448+97, RT
SHOULDER BERM GUTTER -L- STA. 451+86 TO 453+62, RT
SHOULDER BERM GUTTER
BL-67
MTL MTL MTL MTL MTL MTL MTL MTL MTL
BST SHOULDER
SPIKE NAIL IN BASE OF 12" POPLAR
-BL- STA. 444+50.00 72' LT.
BM#22 ELEV. 2715.62'
BL-68
BST SHOULDER
SOILSOIL
SOIL
ROBERT K. NORCROSS
DB 329 PG 466
SOIL
SOIL
SOIL
SOIL
SOIL
SOIL
ALLEN H. LAKEY
DB 189 PG 493
U.S. FOREST SERVICE
TRACT N-676
U.S. FOREST SERVICE
TRACT N-668
DB 96 PG 738
DB 102 PG 614
TRACT LI
NE7.50'
S 62°30'29" W
24' BSTNC 143 (SWEETWATER RD.)N 61°43'30" E258.96'N 68°19'37" E99.08'WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
NORCROSS
ROBERT
K
.442 443 444 445 446 447 448 449 450 451 452 453 454
455
456SPRING
D B
4"
INV=2709.42'
TOP=2730.58'
INV=2725.13'
CONC DI
18" CMP
INV=2652.93'
INV=2719.13'8" CMPINV=2697.80'
INV=2662.87'
INV=2666.00'
INV=2699.20'
24" CMP
8" CMPINV=2671.71'
HW
CONC
INV=2642.87'
24" CMP
8" CMPINV=2607.70'
INV=2665.24'
HW
BLOCK
-L- CURVE DATA
SE = 0.08
DS = 45 MPH
3701
3702 3703
3704
3705
REMOVE
REMOVE
(Top Wall)
2GI SEE DETAIL 37B
FALSE SUMP
SEE DETAIL 37B
FALSE SUMP
50 TONS
(KEYED-IN)
CLASS II RIPRAP
3706
3707
3708
3709
3710
3711
ELB
ELB
OTCB-4 2GI-A
TB 2GI
30" CSP30" RCP-III24" RCP-III18" RCP-III
(ELBOWS)
WITH GASKETS
ROD AND LUG
PLUG
P FILLFLOWABLEP
REMOVE
PLUG
20 TONS
(KEYED-IN)
CLASS II RIPRAP
SEE DETAIL 37B
FALSE SUMP
8:1 4:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 37B
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 446+64 LT
-L- STA. 444+63 LT
-L- STA. 443+62 LT
C Proposed Ditch
15" CSP2GI
12 TONS
(KEYED-IN)
CLASS I RIPRAP
30" CSP30" RCP-III30" RCP-IIIHW
TB 2GI-A TB 2GI-A
22 TONS
(KEYED-IN)
CLASS II RIPRAP
PLUG P
PLUG
P
FLO
WABLE FILL
HW
REMOVE
SEE DETAIL 37A
RETAINING WALL
CONC. DITCH BEHIND
SEE DETAIL 37A
RETAINING WALL
CONC. DITCH BEHIND
SEE DETAIL 37A
RETAINING WALL
CONC. DITCH BEHIND
(ELBOWS)
WITH GASKETS
ROD AND LUG
3712
3713 3714 3716
3717 3718 3719
3721
3722
3723
EST. 65 TONS
CL 'II' RIP-RAP
SEE DETAIL 37C
BASE DITCH
SPECIAL LATERAL
P
PLUG
FLOWABLE FILLP
PLUG
REMOVE
EST. 16 TONS
CL 'I' RIP-RAP
SEE DETAIL 37D
BASE DITCH
STANDARD
d 2:1B
D
( Not to Scale)
2:1
SPECIAL LATERAL BASE DITCH
Slope
Fill
DETAIL 37C
Ground
Natural

(Keyed-In)
Type of Liner= Class II Rip-Rap B= 2.0 Ft.
Max. d= ? Ft.
Min. D= ? Ft.
-L- STA. 452+50 TO 453+00 LT
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
-L- STA. 448+20 LT
DETAIL 37D
B= 2.0 Ft.
Max. d= 2.0 Ft.
Min. D= Exist. to 2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'

(Keyed-In)
Type of Liner= Class I Rip-Rap
18 TONS
(KEYED-IN)
CLASS I RIPRAP (Top Wall)
2GI
18" RCP-IV 18" RCP-IV
R
CP-I
V 18"
RCP-IV 18"
18" RCP IV
25 TONS
(KEYED-IN)
CLASS II RIPRAP 36" CSP36" RCP-IV36" RCP-IVHW
TB 2GI-A TB 2GI-A
HW
REMOVE
(SEE WALL ENVELOPES FOR DITCH GRADE)
-L- STA. 453+25 TO 456+00 LT (XX SY)
-L- STA. 448+40 TO 452+25 LT (XX SY)
-L- STA. 442+00 TO 442+50 LT (XX SY)
DETAIL 37A
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
TIE 8" INTO 2GI (3703).
(ELBOWS)
WITH GASKETS
ROD AND LUG
ELB
ELB
OO
O
O
O
(-)8.042 (-)6.905 (-)6
.905
(-)7
.918
SUSPECTED PIPE
SUSPECTED PIPE
SUSPECTED PIPE
INTO BANK
JUST DISCHARGING
1/ 2 SILTED
~8" PIPE INTO DI.
SPRING FLOW FROM
LIVE FLOW
1' BASE
LIVE FLOW
1' BASE
@ OUTLET
BIG SCOUR
PERCHED 5'
2:1
2' BASE
PERCHED 0.5'
3:1
2' BASE
2' DEPTH
NO FLOW
EROSION
RDY DRN
STANDING WATER
(DIRECTION ONLY)
~8" CMP ENF
C
C
C
C
C C C
C
F
C
C FC
C
C C
C C C
C
C
F F F F
C C C C C C C
C
FFFFFFFFFFFFFFFFFFFFFF
F
2460
2470
24702
4
8
0
248024802490
2490249024902490
2500
25002500250025002510
25102510
2510251025102510 252025202520
2520
252025202520 2530
25302
5
30
25 302530253025302
5
3
0
2540
25402540
2540
2540
25402540
25402540
25502550
25502550
2550
2550
25502550
255025502560
2560
25602
5
6
0
2560
256025602560 25602
5
6
0
2570
2
5
7
02570
257025702
5
7
0
2570
257025702570
2
5
7
0
2580
25802580
2580
258025802580
2580
25802580
25802
5
8
0
2
5
9
0
25902590
2590
25902590
25902590
25902
5
9
0
2590
2600
2600
26002600
2600
2600
2600
26002600
2
6
0
0
2
6
1
026102610
26102610
2610
26102610
2610
2
6
1
0
26102620
2
6
2
026202620
26202620
2620
2620
2620
2620
2
6
2
0
26202630
2630
2630
2630
26302630
2630
2630
26302630
2
6
3
0
263026402640
2640
2640
264026402640
2640
2640
2640
2640
2640 26402650
26502650
2650265026502650
2650
2650
2650
265026502650
2
6
5
0
2660
2660
2660
2660
2660
26602660
2660
26602660
2660
2670
2670
2670
2670
2670
26702670
2
6
7
0
2670267026802680
26
8
0
2680
26802680
2680
2680
26902690
2690
2690
26902690
2690
2690
270027002700
27002700
27002700
2710
2710
2710
2710271027102710
2720
2720
2
7
2
0
27202720
2720
2
72027302730
2730
2730
2730
2730
27402740
2740
27402750 275027502760
27602770
2770278027802790
2800
NAD 83/ 2011
6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_38.dgnUser:zrichard8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
A-0009CC 38
HYDRAULICSROADWAY DESIGN
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
MATCH TO SHEET NO. 37MATCH LINE STA -L- 456+00.00FOR -L- PROFILE, SEE SHEET NO. 70 MATCH TO SHEET NO. 39MATCH LINE STA -L- 470+00.0008070605040302010001020236' TYP +96.23GREU TL-3
GREU TL-3
TYPE B-77
T = 275.02'
PI Sta 456+91.51
L = 515.75'
R = 600.00'
D
8'FDPS
8'FDPS
12'12'12'
-L- PT 459+32.23 0201010002030436' TYP+71.7524'0220'R
30'R
-Y2- PT 27+50.52END -L- STA. 456+25±
BEGIN -L- STA. 453+25±
W/CONCRETE DITCH
PROP. RETAINING WALL #24
8'FDPS
8'FDPS460465 470-L- PC 469+39.75
+65360.36' TAPER
END -L- STA. 471+75±
BEGIN -L- STA. 468+75±
W/CONCRETE DITCH
PROP. RETAINING WALL #25
8'FDPS
PROP. DRIVE
SI
GNSI
GNBL-69
MTL
MTL
SIGN
SIGN
MTL
GPS-19
SIGN
SIGN
SIGN
BST SHOULDER
SIGN
SIGN
SIGN
SIGN
MTL
MTL SOILSOI
LSOI
LSOIL
SOIL
SOIL
SOIL
S
OIL
NC 143 (SWEETWATER RD.)
24' BST
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
ALLEN H. LAKEY
DB 189 PG 493
DB 96 PG 738
TRACT N-668
U.S. FOREST SERVICE
U.S. FOREST SERVICE
TRACT N-668
DB 96 PG 738
ALLEN H. LAKEYDB 189 PG 493SBHWB
X456
457
458
459 460 461 462 463 464 465 466 467 468 469 470
D B
4"CONCINV=2545.81'
HWCONCINV=2605.09'
DI
INV=2588.34'
TOP=2590.56'
CONC
INV=2585.98'
CONC
24" CMP
HW
CONC
INV=2529.07'
INV=2538.16'
18" CMP
INV=2543.48'
CONC
CONC
36" CMP
INV=2496.38'
18" CMP12" CMPDIRECTION
36" CMP
1
5
" CMPHWCONC
-L- CURVE DATA
SE = 0.08
DS = 45 MPH
PI Sta 470+84.26
L = 285.61'
T = 144.51'
R = 760.00'
D
SE = 0.04
DS = 45 MPH
(ELBOWS)WITH GASKETS ROD AND LUG 18" RCP-IVHERE FOR CONSTRUCTION? IF SO INVERT=2445.0TO DISCUSS AT CFI: BETTER TO INSTALL 2GI SEE DETAIL 40CRETAINING WALLCONC. DITCH BEHIND REMOVE HW3801
(Top Wall)
2GI
3803
3802
RCP-IV 18"
110 TONS
(KEYED-IN)
CLASS II RIPRAP
3804
3805
25 TONS
(KEYED-IN)
CLASS I RIPRAP
GTD AND LI
NE WI
TH CI
PPRETAI
N 36" CMPHW
RETAIN
36" CSP
JB w/MH
3806
3807
3808 3809
Flatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
-L- STA. 461+50 TO STA. 464+00 LT
Min. D= 1.0 Ft.
DETAIL 38A
Slope
Ditch
Front
Ground
Natural
SEE DETAIL 38A
SPECIAL CUT DITCH
L
S etc.
GI
4:1 8
:1
( Not to Scale)
FALSE SUMP
2.0'
-L- STA. 466+63 RT
-L- STA. 464+64 RT
DETAIL 38C
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
8:1 4:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 38B
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-L- STA. 464+64 LT
C Proposed Ditch
SEE DETAIL 38B
FALSE SUMP
SEE DETAIL 38C
FALSE SUMP
SEE DETAIL 38C
FALSE SUMP
ELB
ELB2GI18" RCP-IV 2GI 18" RCP-III 18" CSP2GI
3810
3812
3817
3814
3813
3811
3815
3816AND LI
NE WI
TH CI
PPRETAI
N 36" CMPHW
RETAIN
REMOVE
FLO
WABLE FILL
P
PLUG
P
PLUG
CONC. DITCH
REMOVE
REMOVE
F
L
OWABL
E
FI
L
L
PPLUG
P
PLUG
ELBOWS
CONC. DITCH
REMOVE
2GI
(Top Wall)
2GI
TB 2GI TB 2GI
2GI
18" RCP-IV 18" RCP-IV
15" RCP
-
IV
R
C
P-I
V
15"
4 TONS, 10 SY GEO
CLASS I RIPRAP
12 TONS
(KEYED-IN)
CLASS I RIPRAP
SEE DETAIL 38D
RETAINING WALL
CONC. DITCH BEHIND
SEE DETAIL 38D
RETAINING WALL
CONC. DITCH BEHIND
(SEE WALL ENVELOPES FOR DITCH GRADE)
-L- STA. 468+75 TO 470+00 LT (XX SY)
-L- STA. 456+00 TO 456+25 LT (XX SY)
DETAIL 38D
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
DO NOT BURY INVERT INVERTDO NOT BURY 15" RCP-IV
XX TONS, NO GEO
CLASS II RIPRAP
SEE DETAIL 38F
BANK STABILIZATION
XX TONS, NO GEO
CLASS I RIPRAP
SEE DETAIL 38E
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
Min. d=3 Ft.
Length=12 Ft.
DETAIL 38F
KEYED-IN (TYP.)
CLASS II RIP-RAP
-L- STA 468+04 RT
( Not to Scale)
BANK STABILIZATION
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
Min. d=3 Ft.
Length=12 Ft.
DETAIL 38E
KEYED-IN (TYP.)
CLASS I RIP-RAP
-L- STA 458+35 RT
(20 LF)
SEPERATED PIPE
REMOVE OO OO
(-)7.918 (-)6.309
(-)6.309 (-)8.468
(-)8.468 (-)8.647
CARVE
R BRANCH CARVER BRANCH CARVE
R BRANCH BRANCH (
S
BC)UT
T
O CARVE
R BRANCH (SBC)UT TO CARVER BRANCH (
S
BC)UT
T
O CARVE
R BRANCH (SBH)UT TO CARVER CARVER BRANCH COBBLES & SOME SILT.BOULDERS WITH SAND, AT VISIT. 2.5' TO 3.5' BASE. 0.2' FLOW DOWN ROCKS
FLOW STRAIGHT
BERM DITCH
ACTING AS
OLD ROAD
0.2'
4.0'
3'
2:1 2:1EXISTING CHANNEL
NOTE: JURISDICTIONAL STREAM
PERCHED 5'
LIVE FLOW
~3' IN HOLE
PIPE SEPARATED
BUSTED / FAILING
CONC DITCH
CONCRETE DITCH
WATER GOING UNDER
BUSTED CONCRETE
0.2' FLOW
8' WIDTH
0.2' FLOW
3' BASE
2:1
C
C
F
C
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F F F
C
F
C
F
C
F
C C
C
F
CC
C
C
C
C
C
FF
C
F
C
F F
C
C C
C C C
C C
C
C
CC
244024502460
2460246024602460
24602470
247024702
4
7
0
2470
2480
24802480248024802480 2490
2490
249024902490249024902
49
0
2490
2500
2500
25002
5
0
0
250025002500
25002500
25002510
2510
25102510251025102510
2510
25102510
2510251025202520252025202520252025202520
2
5
2
0 25202520
2520
25202520
2520252025202520
253025302530253025302
5
3
0 25302
5
3
0
253025302530
2530 253025302530
2530
2540254025402540254025402540 254025402
5
4
0
254025402540
2540 254025402540
2540
2 5 4 0
25502550255025502550255025502
5
5
0
2550 2550255025502550
2550
25502550255025602560
2560256025602560
25602560
256025602560
2560 25602560256025702570257025702570 25702
5
7
0
2
5
7
0 257025702570 257025702580258025802580
2 5 8 02580
2
5
8
0
2580
25802 58 025802590259025902590 259025902590
2590
259025902590260026002600260026002600
2600
2
6
0
0
2 6 0 0
261026102
6
1
0
26102610
2
6
10
2610
2610
2610
2620262026202620
2620
2620 2620263026302630
2630
2630
263026402640
2640
2640 2 6 4 0
26502650
2650
2660
2660
266026602670
26702680NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_39.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO. 38
MATCH LINE STA -L- 470+00.00SHEET NO. 40MATCH TO -Y2- 26+00.00MATCH LINE STAA-0009CC 39
FOR -L- PROFILE, SEE SHEET NO. 71
FOR -Y2- PROFILE, SEE SHEET NO. 71
5,200
3,790
3,300
2,600
4,300
3,330
2045 ADT
2022 ADT
-NC- NC 28
AVERAGE DAILY TRAFFIC
-L- NC 143-Y2- NC 28
1,000
7402,900
1,9301520 250
7 08070605040302020304050607080620790
6
0
5
0
4
080
3
0
2
0
1
0
0
0
0
0
1
0
2
0
3
0
4
0
5 06070830' TYP
+9
3.
1
3
36' TYP
+76.333
6'
TY
P
+10.38G
R
E
U

T
L
-3TYPE B-77
TYPE B-77
TYPE B-77
TYPE B-77
GREU TL-3
00000
3
0102030401
02
03
TYP
E B-7
7GREU TL-
3
2
5' TYP+25.36PI Sta 11+99.45
D
L = 394.94'
T = 199.45'
R = 1,145.92'
PI Sta 18+27.84
D
L = 301.00'
T = 156.51'
R = 445.00'
PI Sta 25+91.41
D
L = 320.13'
T = 161.02'
R = 1,200.00'
-Y2- CURVE DATA
-Y2- PT 13+94.94
-Y2- PC 16+71.33
-Y2- PT 19+72.33
-Y2- PC 24+30.38
-Y2- PT
27+50
.52
-Y2- STA. 12+60.00
BEGIN CONSTRUCTION
TO EXIST.100' TAPER +6
0
1
2'
1
2'
1
2'24'REPAT PORD ENAL '045
0
5
+09+REPAT '00109+12'12'20'R
20'R
24'100'R+91.724
0'R
12'+94.3465'RCONCRETE BARRIER
SINGLE FACED
CONCRETE BARRIER
SINGLE FACED
12'8'FDPS
4'FDPS
8'FDPS
8'F
DPS
8'F
DPS
470-Y2- POT 23+00.94
-L- POT 474+31.52 =
-L- PRC 472+25.36
REPAT '6
3.0
63
100' T
AP
E
R+5012'24'END -L- STA. 471+75±
BEGIN -L- STA. 468+75±
W/CONCRETE DITCH
PROP. RETAINING WALL #25
24'+97.82
1
2'
8'
R
E
PAT
'8
8
.631 '2177.93+
END -Y2- STA. 16+25±
BEGIN -Y2- STA. 14+75±
W/CONCRETE DITCH
PROP. RETAINING WALL #39
END -Y2- STA. 18+60±
BEGIN -Y2- STA. 16+75±
W/CONCRETE DITCH
PROP. RETAINING WALL #40
DEPTH POSTS
USE EXTRA
DEPTH POSTS
USE EXTRA
-L- STA. 474+19.52
END CONSTRUCTION
-L- PT 473+57.8136' D
R
12'12'12'8'FDPS8'FDPSAREA LAYOUT SEE DETAIL SHT 2B-
FOR CONCRETE ISLAND & PARKING
SEE DETAIL SHT 2B-
FOR CONCRETE ISLAND LAYOUT
BY27-119
GATE
BY27-120
G
P
S
-20GAR.
BRICK
1 S ROCK DCONCCONCC
ONC2
S

B
R
IC
K
D
B
B
Q
R
O
C
K
G
R
B
S
T

P
A
R
K
IN
G
C
O
N
C
IS
LA
N
D
B
S
T

S
H
O
U
LD
E
R
S
IG
N
S
IG
N
MTLM
T
L
BY
27-121WOODS
WOODS
W
O
O
D
S
W
O
O
D
S
W
O
O
D
S
N 56°17'20" W
168.67'
A
L
UM
.
P
IP
E
)(U
S
F
S

T
R
A
C
T

N
-668C
O
R
N
E
R
#6E
IP
W
O
O
D
S
W
O
O
D
S
DI
SHSAT.S 28°27'14" W541.91'S 89°18'48" W234.11'N 77°13'15" W134.63'NC 28 (FONTANA RD.)
24' BST
N
C 28 (FO
N
TA
N
A
R
D.)24'
B
STNC 143 (S
WE
E
T
WAT
E
R RD.)
2
4' BSTN 62°15'38" W
153.99'36.27'
N
28°59'19" W
S
32
°55'42" W49
.53'
D
R
A
IN

L
IN
E
S
T
A
N
K
S
E
P
T
IC
KATHY D. BRUCE, ET AL
DB 242 PG 80
BARBARA LAKEY
DB 189 PG 490
DB 242 PG 80
KATHY D. BRUCE, ET AL
U.S. FOREST SERVICE
TRACT N-668
DB 96 PG 738
ALLEN H. LAKEY
DB 189 PG 493
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SPIKE NAIL IN BASE OF 15" POPLAR
-BL- STA. 470+19.00 70' LT.
BM#23 ELEV. 2523.73'
SEX
WBWSPRING U/G STREAMSPRI
NGSPRI
NGSPR
IN
G
B
O
X4'x4'
SPRING
SPRING
SPR
IN
G
SPRING
47047147247347412
13
14
15
16
17
18 19
20212223242526D B
4"INV=2538.16'TOP=2509.72'INV=2507.62'DICONCINV=2504.24'18" CMP
HWCONC
INV=2452.86'
18" CMP
INV=2459.13'
HWCONC
INV=2457.57'
36" CMP INV=2479.77'
18" CMP
INV=2491.99'
HWCONC
T
O
P
=2515.07'CONCCONCHWCONCINV=2497.27'
I
NV=2495.36'18" CM
PC
IS
T
E
R
N
GREU TL-3
GREU TL-3
GREU TL-3
GREU TL-3
SE = 0.08 SE = 0.08
DS = 55 MPH DS = 40 MPH DS = 60 MPH
SE = 0.08
PI Sta 470+84.26
L = 285.61'
T = 144.51'
R = 760.00'
SE = 0.04
DS = 45 MPH
-L- CURVE DATA
D
PI Sta 473+03.33
L = 132.45'
T = 77.97'
R = 100.00'
D
DS = 20 MPH
SE = 0.03
XX TONS, XX SY GEO
CLASS B RIP-RAP
XX TONS, XX SY GEO
CLASS B RIP-RAP
XX TONS, XX SY GEO
CLASS B RIP-RAP
2GI
XX TONS, XX SY GEO
CLASS B RIPRAP
SEE DETAIL 39C
TOE PROTECTION
SEE DETAIL 39E
FALSE SUMP
SPRING BOX6" PVC
6" P VC
DI
3901
3902
3903
3904
3GI 24"DRAIN
GRADE TO
GTD
3921
3920
6" PVC
18"
3908
3909
SPRING BOX
3910
15"
30"
30" RCP-IV
30" RCP-IV
36" RCP-IV
SPRING BOX
3905
3906
3907
3911
3912
3913
11 TONS, NO GEO
CLASS I RIPRAP
2:12:1
D
( Not to Scale)
STANDARD 'V' DITCH
SEE PFL FOR CHANNEL CHANGE GRADE (17.5%)
-Y2- STA 18+80 TO 18+91 LT
Min. D=1.0 Ft.
DETAIL 39B
Ground
Natural
Ground
Natural
GTD
2 TONS, 7 GEO
CLASS B RIPRAP SEE DETAIL 39A
SPECIAL CUT DITCH
(TO DISCUSS AT CFI)
ENGINEER PRIOR TO ORDERING STRUCTURE #3904.
ELEVATION & DIMENSIONS & COORDINATE WITH
CONTRACTOR TO FIELD VERIFIY UNDERGROUND STREAM
DDE=XX CY
SEE DETAIL 39B
STANDARD 'V' DITCH
TB 2GI-A
TB 2GI-A
TB JB w/MH
A
N
D LI
NE WIT
H
CIPP
RET
AI
N 36" C
MP
SEE DETAIL 39D
RETAINING WALL
CONC. DITCH BEHIND
SEE DETAIL 39D
RETAINING WALL
CONC. DITCH BEHIND
SEE DETAIL 39D
RETAINING WALL
CONC. DITCH BEHIND
(SEE WALL ENVELOPES FOR DITCH GRADE)
-Y2- STA. 16+75 TO 18+60 LT (XX SY)
-Y2- STA. 14+75 TO 16+25 LT (XX SY)
-L- STA. 470+00 TO 471+75 LT (XX SY)
DETAIL 39D
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
3:1
D3:1( Not to Scale)
SPECIAL CUT DITCH
SEE PFL FOR DITCH GRADE (9.0%)
-Y2- STA. 13+73 TO 14+50 LT
DETAIL 39A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
(Top Wall)
2GI
2GI
2GI
3918
3917
3916
3915
3914
15" RCP-IV15" RCP-IV1
5"
XX TONS, XX SY GEO
CLASS B RIPRAP
SEE DETAIL 39C
TOE PROTECTION
2GI
TB
-Y2- STA. 22+75 TO 26+45 LT
-L- STA. 471+75 TO 472+50 LT
Fill Slope2:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner=Class B Rip-Rap
b
DETAIL 39C
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2GI-A
2GI-A
2GI-A
L
S etc.
GI
5:1 10
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 25+39 RT
DETAIL 39E
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
P
PLUG
P PLUG
2GI-A
TB FLOWABLE FILLREMOVE 15 LF
REMOVE HW
REMOVE
P
PLUG
P
PLUG
REMOVE 12 LF
REMOVE 16 LF
REMOVE
P
PLUG
P
PLUG
REMOVE HW FILLFLOWABLE DO NOT BURY INVERT
3919
2GI-A
TB
24" RCP-IV
24" RCP-I
V24" 15"DIRECTED BY ENGINEER.
CONTRACTOR TO LOCATE AS
AS DIRECTED BY ENGINEER.
CONTRACTOR TO LOCATE
( Not to Scale)
BANK STABILIZATION
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
Min. d=3 Ft.
Length=12 Ft.
DETAIL 39F
KEYED-IN (TYP.)
CLASS I RIP-RAP
-Y2- STA 13+06 LT
XX TONS, NO GEO
CLASS I RIPRAP
SEE DETAIL 39F
BANK STABILIZATION
36" RCP-IVO
TB JB w/MH
3922
24" RCP-IV2
4" RCP-I
VSPRING WITH FLOWING WATER STARTS HERE.
SPRING WITH FLOWING WATER BACK UG HERE.
SPRING WITH FLOWING WATER BACK UG HERE.
SPRING WITH FLOWING WATER STARTS HERE.
RIPRAP
BAD EROSION
TO THE NORTH TO JOHNSON GAP BRANCH.
ON 1941 QUAD MAP THIS STREAM IS SHOWN CONTINUING
2' BASE WITH 1" FLOWING WATER.
PERCHED 6'
PEBBLES COBBLES WITH SOME SILT.
OUTLET BURIED 50%.
OUTFALL STABLE. PIPE MODERATE RUST.
0.2' FLOW AT VISIT.
STABLE 2' TO 4' CHANNEL
LIKELY SPRING.
2 GARDEN HOSE @ VISIT.
0.25' FLOW IN PIPE AT VISIT.
MODERATE TO GOOD CONDITION.
HW & PIPE AGED BUT FUNCTIONING.
1' TO 2' WATERFALLS.
COBBLES, SILT, CLAY& PEBBLES.
BOULDERS WITH SOME
0.2' DEEP FLOW AT VISIT.
3' TO 4' WIDE CHANNEL
STABLE DITCH
AT LEAST 18". CROWN 0.5' ABOVE STREAMBED.
THEN AT CMP INLET. CAN NOT CONFIRM SIZE, SUSPECT
FROM CMP OUTLET (NOT JS-SEV). MORE FLOW
MAJORITY OF FLOW D/S OF CMP OUTLET COMES
TRICKLE OF FLOW AT VISIT.
0.5' WIDE AT BASE OF ROADSIDE DITCH
WHERE CB OUTLETS TO.
CLOSE TO THE BOX BUT UNSURE
BOX. HEAR RUNNING WATER WHEN
STAGNET WATER 3' DEEP IN 7' DEEP
ENF
AT VISIT.
2 GARDEN HOSE AMOUNT OF FLOW
AGED 6" HDPE OUTLET AT START OF JS.
MINOR PONDING AT SHOULDER
0.3' ABOVE CMP CROWN
NOTABLE PONDING
AT VISIT.
PONDED WATER BUT NO FLOW
1' BASE, ERODED 1' TO 2' DEEP
EROSION THROUGHOUT.
POOR CONDITION DITCH.
SITE VISIT
NO FLOW AT
MODERATE RUST
FAIR CONDITION.
18" CMP HW GC.
WATER STARTS HERE.
SPRING WITH FLOWING
WATER BACK UG HERE.
SPRING WITH FLOWING
HERE. (NO PIPE).
A HOLE & GOES UNDERGROUND
CONFIRMED WATER FLOWS INTO
SPRING
BRANCH (SEW)UT TO JOHNSON GAP
BRANCH JOHNSON GAP BRANCH JOHNSON GAP BRANCH (SFA)UT TO JOHNSON GAP
BRANCH (SEZ)
UT TO JOHNSON GAP BRANCH (SEY)
UT TO JOHNSON GAP
BRANCH (SEV)
UT TO JOHNSON GAP BRANCH (SET)UT TO JOHNSON GAP UT TO CARVER BRANCH
(
S
BG)
U
N
A
B
L
E

T
O

LO
CA
T
E
S
T
R
E
AM

G
O
E
S

U
/G
BRANCH (SBG)UT TO CARVER
STREAM GOES UNDERGROUND
(-)8.647(+)2.399ELEV=2,511.26'-L- STA 473+94.52LOW POINT(+)8.018
(+)8.516 (+)8.516(-)0.879(-)0.879(-)5.806E
L
E
V
=2,516.07'-L
-
S
T
A
20+12.57H
IG
H

PO
IN
T
ELEV.=2516.07-Y2- 20+12.57HIGH POINTF
F
F
F
F
F
F
F
F
F
F F
F
C
C
CCCCFCCFFF
FFF
F
C
C
C
C
C
F
C
C
C
C
F
C
C
C
C
C
F
F
F FFF
2340235023502360
23602360236023602370
23702370237023702380
2380238023802380238023802390
2390
2390239023902390239023902400
2400
2400240024002400240024002410
241024102410241024102410 24102420
24202420242024202420242024202
4
2
0
2430
2430
2430243024302430243024302430243024302440
2440
2440244024402440244024402440244024402450
2450
24502450245024502450
245024502450245024502460
2460
246024602460246024602460246024602460246024602470
24702470247024702470247024702470247024702470248024802480
2480248024802480248024802480248024802
4
8
0
249024902490249024902490249024902490
250025002500250025002500250025002500
2510251025102510251025102510
2520252025202520252025302530253025302530253025402540254025402550255025502550256025602560256025702570257025702580258025802590NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
FOR -Y2- PROFILE, SEE SHEET NO. 72
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_40.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MAT
CH
T
O
S
HE
E
T NO.
4
1MATCH
LI
NE
S
T
A -Y2-
4
0
+
0
0.
0
0
A-0009CC 40
MATCH TO SHEET NO. 39MATCH LINE STA -Y2- 26+00.00PAVEMENT REMOVAL
303540030405060708PI Sta 25+91.41
L = 320.13'
T = 161.02'
D
R = 1,200.00'
-Y2- CURVE DATA
PI Sta 44+39.36
D
L = 1,977.95'
T = 1,373.12'
R = 1,110.00'
-Y2- PC 30+66.24
-Y2- PT 27+50.52
END -Y2- STA. 32+25±
BEGIN -Y2- STA. 28+25±
W/CONCRETE DITCH
PROP. RETAINING WALL #31
1
2'
1
2'1
2'
8'FDPS
8'FDPS
CONCRETE BARRIER
SINGLE FACED
30'R
40'R
END -Y2- STA. 28+75±
BEGIN -Y2- STA. 26+60±
PROP. RETAINING WALL #30
-Y2- STA. 27+00 TO 28+25, RT
SHOULDER BERM GUTTER 00000203080706050401010232'
T
Y
P+52.3812'12'12'8'FDPS8'FD
PS8'FD
PSPROP. DRIVE
GR
1 S ROCK D
ELECTRIC
1SBW
ELECTRICELECTRICGRGR
GR
GRBST
BST
GRB
Y
27-122M
T
L
M
TLM
TLMTL
B
Y
27-123M
T
L
BY27
-124
MTL
MTL
MTL
MTL
BY27-125
GR GR
GR2 S F BARN
BY27-126
ROCK WALL
ROCK WALL
DECK STEPSWD
SHEDROCK
GR
GR
GR
GR
GR
1 S ROCK D
BBQROCK GR
BST
W
O
O
D
S
150.00'A
LLEN
H. LA
K
EY
D
B 124 PG 251EXISTING R/W
EXISTING R/W
NC 28 (FONTANA RD.)
24' BST
EIP
EIP
WOODSW
O
O
D
SW
O
O
D
SW
O
O
D
S
W
O
O
D
SW
O
O
D
S
W
O
O
D
S
W
O
O
D
SWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
DRAIN LINES
TANKSEPTIC
ROBERT K. NORCROSS
DB 329 PG 466
BARBARA LAKEY
DB 189 PG 490
ALLEN H. LAKEY
DB 124 PG 251
ALLEN H. LAKEY
DB 189 PG 493
ROBERT K. NORCROSS
DB 329 PG 466WBVS
P
R
ING
D B
4"
2
627282930313233
34
35
36
37
38
39
40IN
V
=2434.77'42"
C
M
P48" CMP
H
W
C
O
N
CIN
V
=2455.93'IN
V
=24
57.87'IN
V
=
2
453
.
3
5'18" CM
P
INV=2435.06'
INV=2416.86'
18" CMP
INV=2411.23'
INV=2395.01'
36" CMP
H
W
C
O
N
C
HW
CONC
HW
CONC
GREU TL-3
TY
PE
B
-7
7
GREU TL-3
SE = 0.08
DS = 60 MPH
SE = 0.08
DS = 55 MPH
TYPE B-77G
R
E
U
T
L
-32GI 2GI
SEE DETAIL 40D
FALSE SUMP
SEE DETAIL 40D
FALSE SUMP BDO SPEC DSN
HW
JB w/MH ELB
ELB
2GI-A
42"
DDE=XX CY
SEE DETAIL 40B
BERM 'V' DITCH
( Not to Scale)
2:
1
2:1
D2:1b
d
DETAIL 40B
XX TONS, XX SY GEO
Type of Liner=Class I Rip-Rap
Ground
Natural
RDWY
GEOTEXTILE
b=5.0 Ft.
Max. d=2.5 Ft.
Min. D=3.0 Ft.
SEE PFL FOR DITCH GRADES
-Y2- STA. 39+00 TO 40+00 RT
BERM 'V' DITCH
DDE=XX CY
SEE DETAIL 40B
BERM 'V' DITCH
ELB
(ELBOW)
WITH GASKETS
ROD AND LUG
SEE DETAIL 40D
FALSE SUMP
4021
4020
DDE=XX CY
SEE DETAIL 40A
LATERAL 'V' DITCH
18"18"18"(ELBOWS)
WITH GASKETS
ROD AND LUG
HW
JB w/MH
ELB
ELB
4013
4014 4015
4016
4017
4018
4019
Wall)
(Top
2GI
18" RCP-IV
18" RCP-IV
(Top Wall)
2GI 18" RCP-
I
VELB
ELB GASKETS (ELBOWS)
ROD AND LUG WITH 18" RCP-IV 18" CSP4007
4008
4010
4009 4011
4012
THIS SIDE OF ELBOW
MAX 0.5% PIPE SLOPE
ELB
ELB
4001
48" RCP-IV48"ELBOWS
MAX 1% PIPE SLOPE THIS SIDE OF ELBOW
HERE FOR CONSTRUCTION? IF SO INVERT=2445.0
TO DISCUSS AT CFI: BETTER TO INSTALL 2GI
4
2
" CS
P
4005
4006
4003
4002
4004
AND LINE WITH CIPPRETAIN 42" CMP48" CSP
TB 2GI
TB 2GI
TB 2GI
TB 2GI
SEE DETAIL 40C
RETAINING WALL
CONC. DITCH BEHIND
(SEE WALL ENVELOPES FOR DITCH GRADE)
-Y2- STA. 28+25 TO 32+25 RT (XX SY)
DETAIL 40C
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
SEE PFL FOR DITCH GRADE (1.4%)
-Y2- STA. 32+40 TO 32+63 RT
b=2 Ft.
Min. D=1.5 Ft.
DETAIL 40A
Ground
Natural
Slope
Fill
L
S etc.
GI
4:1 8
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 39+63 RT
-Y2- STA. 35+62 RT
-Y2- STA. 34+12 RT
DETAIL 40D
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
PPLUG PPLUG
FILLFLOWABLE
REMOVE HW
P PLUG
PPLUG
P
PLUG
PPLUG
FLOWABLE FILL FLOWABLE FI
LLREMOVE HW
REMOVE HW
SEE DETAIL 38CFALSE SUMP2 TONS, 7 SY GEO
CLASS B RIPRAP
3 TONS, 10 SY GEO
CLASS B RIPRAP
DO NOT BURY INVERT
DO NOT BURY INVERT
DO NOT BURY INVERT
SEE DETAIL 40E
FALSE SUMP
FS
2:1 2:1
S=Toe of Slope
S
( Not to Scale)
FALSE SUMP
DETAIL 40E
Traffic Flow
Outside Ditch
-L- STA. 36+50 RT
TOE OF FILL
1.6'SMIN. ELEV=2424.5
XX TONS, NO GEO
CLASS II RIPRAP
SEE DETAIL 40F
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
Min. d=3 Ft.
Length=14 Ft.
DETAIL 40F
KEYED-IN (TYP.)
CLASS II RIP-RAP
-Y2- STA 27+46 LT
INVERT
DO NOT BURY
GASKETS (ELBOWS)
ROD AND LUG WITH
3 TONS, NO GEO
CLASS B RIPRAP
( Not to Scale)
BANK STABILIZATION
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
Min. d=3 Ft.
Length=16 Ft.
DETAIL 40G
KEYED-IN (TYP.)
CLASS I RIP-RAP
-Y2- STA 35+57 LT
XX TONS, NO GEO
CLASS I RIPRAP
SEE DETAIL 40G
BANK STABILIZATION
XX TONS, NO GEOCLASS II RIPRAPSEE DETAIL 38FBANK STABILIZATIONO
O
O
O
OO
CLASS B RIPRAP
SEE DETAIL 39C
TOE PROTECTION
24" CSPw/MH
TB JB 4022
RC
P
-IV
2
4
"
4 TONS, 7 SY GEO
CLASS I RIPRAP
BRANCH (SBC)UT TO CARVER BRANCH (SBC)UT TO CARVER CARVER BRANCH CARVER BRANCH
CARVER BRANCH
C AR VE R B R ANC H
UNK. SIZE PIPE
WITH SLIGHT RUST.
OLD BUT FUNCTIONING
PERCHED 6.5'
DOWN DRIVE
DITCH FLOWS
PERCHED 9'
BOTTOM OF 18" CMP RUSTED
BAD EROSION
DRIVEPIPE VERY RUSTED
PERCHED 7.5'
42" CMP OUTLET
2.5' WIDE
CHANNEL 6' TO
PERCHED 6'
FLOWING WATER
4' BASE WITH ~2"
CONC. HW HAS CRACKS.
42" CMP OLD BUT FUNCTIONING.
1' BASE DITCH, 3' DEEP
0.5' BLOCKED
0.5' BLOCKED
COBBLES & SOME SILT.
BOULDERS WITH SAND, AT VISIT.
2.5' TO 3.5' BASE. 0.2' FLOW
SLIGHT EROSION
CONDITION. SOME RUST
MODERATE TO GOOD BUSTED / FAILINGCONC DITCHCONCRETE DITCHWATER GOING UNDERBUSTED CONCRETE0.2' FLOW3' BASE2:1(-)5.806(-)6.941(-)6.941(-)5.369(-)5.369(-)7.836CFFCCCCCCC
C
F
F
C
C
C C
C
F
F
F
F
F C
C
C
C
F
F
CCCFFCCCCCFCFFC
C
C
F
F
F
F F F
F
F
F
F
F
F
F
FF
2230223022402240
2250226022602270227022702280
228022802290
22902290229022902290
2300230023002300230023002300
230023102310231023102310 2310
2310231023102320232023202320
23202320
23202320232023302330 233023302330233023302330233023402340234023402340
234023402340234023502350235023502350
2350235023502350235023602360236023602360236023602360236023602370237023702370237023702370237023702380238023802380238023802380238023802380239023902390239023902390239023902390239023902400240024002400240024002400240024002410241024102410241024102410241024202420242024202420242024202420
24302430243024302430244024402440244024402440
2450245024502450245024602460246024602470247024702480248024902500 NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_41.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO. 40MATCH LINE STA -Y2- 40+00.00A-0009CC 41
MATCH TO SHEET NO.
4
2MATCH LI
NE STA
-Y2
-
5
4
+0
0.
0
0
-Y2- CURVE DATA
PI Sta 44+39.36
L = 1,977.95'
T = 1,373.12'
R = 1,110.00'
D
FOR -Y2- PROFILE, SEE SHEET NO. 72
PAVEMENT REMOVAL
4045500
2
0
2
0
1
0
0
0
1
0
2
0
3
0
4
0
5
06
070836' TYP
+48.19GREU TL-3
GREU TL-3
-Y2- PT 50+44.19
PI Sta 70+28.18-Y2- CURVE DATA
8'F
DP
S
8'F
DP
S
12'12'12'ASPHALT DRIVE
PROP.
GRAVEL DRIVE
PROP.
DRIVE
REALIGN SOIL
1
2'
1
2'
1
2'
SOIL DRIVE
PROP.
SOIL DRIVE
PROP.
8'FDPS
8'FDPS60'R25'R20'R
20'R
15'R 8'R10'R5'R-Y2- STA. 51+25 TO 57+76±, RT
EXPRESSWAY GUTTER
-Y2- STA. 47+50 TO 52+57, LT
SHOULDER BERM GUTTER
BY OWNER
RELOCATE GATE
DB 329 PG 466
ROBERT K. NORCROSS
MTL
MTL
MTL
MTL
MTL
MTL
MTLGRBSTGRWAL
LCONCC
O
N
C
1 S R
OC
K
D SHEDGRBSTSHED
1 S F DDEC
K
WS
OI
LGATE
S
OI
LS
OI
LSOI
LSOILSOIL BSTB
Y
27-127BY27-128
BY27-129
SOIL
SOIL
BY
28
-153
BY28-154
SPIKE NAIL IN BASE OF 13" TRIPLE POPLAR
-BY28- STA. 8+11.00 2' LT.
BM#37 ELEV. 2238.93'
S
IG
N
NC 28 (FONTANA RD.)
24' BST
EIP
EIP
EIP
EIPWOODSWOODS
W
OODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
COULD'NT FI
ND TANKPOSI
BLE DRAI
N FI
ELDJOHN M. STUART, III
DB 216 PG 210
DAVID M. HOLDER
DB 302 PG 398
OWNER UNKNOWN
DB 204 PG 740
BARBARA LAKEY
ROBERT K. NORCROSS
DB 329 PG 466
DB 178 PG 650
DANNY K. JORDAN
DB 330 PG 600
DB 282 PG 705
(DB 185 PG 131)
BROTHERS, LLC
CREWS
RUSTEE, ET AL
JAMES P. EWING,
SPIKE NAIL IN BASE OF 30" POPLAR
-BY27- STA. 44+90.00 30' RT.
BM#30 ELEV. 2373.76'
S
P
R
IN
G
SPRING
SPRING
SPRING
SPRING
SFOSFH
SFSSFSSFTSFR
SFPSFQSFTSFJ40
4
1
42434
4
45
46 47
48
49
50
51
52
53
54
vvIN
V
=2362.05'24" CM
P12
" HDPEIN
V
=2355.17'T
O
P
=2359.05'IN
V
=2355.35'D
I24" CMPIN
V
=2339.90'
INV=2298.79'
15" CMP
HW
C
O
N
C
H
W
R
O
C
K
INV=2277.75'
INV=2291.68'
INV=2294.07'
HWCONC
HWCONC
18" CMP
SE = 0.08
DS = 55 MPH
AT-1
2GI-A 54"42"2GI-A
36"54" CAAPRETAIN (ABANDON)BDO SPEC DSNREMOVEREMOVE HW
FLOWABLE FILL
REMOVE DI
ELB
ELB
ELB
XX TONS, NO GEO
CLASS II RIPRAP
SEE DETAIL 41A
STANDARD BASE DITCH
SEE DETAIL 41E
FALSE SUMP
FS
15"
GTD
XX TONS, XX SY GEO
CLASS I RIPRAP
CUT TO FILL TRANSITION
DRAIN
GRADE TO
2GI
XX TONS, XX SY GEO
CLASS B RIPRAP
CUT TO FILL TRANSITION
JB w/MH
BDO
MIN 1.5% PIPE SLOPE THIS SIDE OF ELBOW
MAX 1.0% PIPE SLOPE THIS SIDE OF ELBOW
ROD AND LUG WITH GASKETS (ELBOWS)
2GI-A
2GI-A
42"4
2"
DRAIN
GRADE TO
4101
4102
4103
4104
4105
4106
ROD AND LUG WITH GASKETS (ELBOW)
4107
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
DAYLIGHT AT 3.5% SLOPE
-Y2- STA. 44+80 TO 44+83 LT
DETAIL 41A
B=5 Ft.
Max. d=3 Ft.
Min. D=3 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner=Class II Rip-Rap
( Not to Scale)
TOE PROTECTION
d
FLATTER2:1 OR
-Y2- STA. 48+00 TO 50+50 LT
DETAIL 41B
Type of Liner=Class I Rip-Rap
d=1.5 Ft.
GROUND
NATURAL SLOPE
FILL
GEOTEXTILE
XX TONS, XX SY GEO
CLASS B RIPRAP
ELB
ELB
(ELBOWS)
WITH GASKETS
ROD AND LUG
THIS SIDE OF ELBOW
MAX 1.0% PIPE SLOPE
1
5
"
4113
4112 6" PVCSPRING BOX
4118
2GI
1
8
"18" RCP-IV(ELBOWS)
WITH GASKETS
ROD AND LUG
ELB
ELB
4117
4116
4115
4114
(ELBOW)
WITH GASKETS
ROD AND LUG
ELB
XX TONS, XX SY GEO
CLASS I RIPRAP
SEE DETAIL 41B
TOE PROTECTION
4108
4110
4111
JB w/MH
HW 42"AND LINE WITH CIPPRETAIN 42" CMP4109
TB 2GI
GTD48" CSPDDE=XX CY
XX TONS, NO GEO
CLASS II RIPRAP
SEE DETAIL 41C
CHANNEL CHANGE
b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
SEE PFL FOR CHANNEL CHANGE GRADE
-Y2- STA. 52+00 TO 53+00 LT
-Y2- STA. 46+95 TO 49+50 RT
Ground
Natural
b=5 Ft.
B=5 Ft.
Min. d=2 Ft.
Min. D=2 Ft.
Type of Liner=Class II Rip-Rap
DETAIL 41C
Ground
Natural
Exist. Channel
Fill Slope
Proposed
KEYED-IN (TYP.)
CLASS II RIP-RAP
DDE=XX CY
XX TONS, NO GEO
CLASS II RIPRAP
SEE DETAIL 41C
CHANNEL CHANGE
XX TONS, XX SY GEO
CLASS B RIPRAP
SEE DETAIL 41D
TOE PROTECTION
-Y2- STA. 49+50 TO 50+00 RT
Fill Slope2:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner=Class B Rip-Rap
b
DETAIL 41D
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
18"BACKFILL
COMPACTED
CHANNEL W/
FILL EXISTING
P PLUG
P
PLUG
REMOVE
REMOVE
P
PLUG
P PLUG
REMOVE HWFILLFLOWABLE FS
SEE DETAIL 41E
FALSE SUMP
L
S etc.
GI
5:1 10
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 44+00 RT
-Y2- STA. 41+38 RT
DETAIL 41E
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
DO NOT BURY INVERT
DO NOT BURY INVERT
INVERT
DO NOT BURY Min. d
=
3
Ft.
Le
n
gth
=
16
Ft.
O
O
O(-)7.836(-)8.119(-)8.119
(-)7.983
CARVER
BRANCH
BRANCH (SBD)UT TO CARVER
CARVER BRANCH CA
RV
ER BRAN
CH BRANCH (SBD)UT TO CARVER BRANCH (SFH)UT TO CARVER BRANCH (SFH)UT TO CARVER
BRANCH (SFP)UT TO CARVER BRANC H (S F P )UT T O CAR VE R BRANCH (SFS)
UT TO CARVER
15" HDPE
15" CMP15"
C
M
P
WOULD OT AND FLOW TO 24" CMP.
PONDED WATER BEHIND A 1' TO 1.5' TALL BERM.
1" FLOW
2' BASE CHANNEL
FROM HERE.
SEEMS MOST OF JS FLOW
SPRING OUT OF BANK HERE.
1" TO 2" FLOW
3' TO 4' BASE CHANNEL
RUSTED BOTTOM.
24' CMP PERCHED 6.5'.
6" FULL OF WATER.
4.5' BELOW 24" INV.
6" HDPE OUT OF BANK
INLET CRUSHED.
15" OR 18" CMP.
0.5' OPEN. VERY RUSTED.
ROCK CHECKS
2' TO 3' DEEP WITH SAND AND COBBLE IN CHANNEL.
4' WIDE CHANNEL EXPANDS TO 8' WIDE CHANNEL.
WITH SAND AND COBBLE STONES.
STABLE 7' WIDE TO 12'(WIDEST) CHANNEL
STABLE
GC
AS THRU 24".
FLOW AT VISIT ~SAME
PERCHED 0.8'.
NOTABLE RUST, AGED.
FAIR CONDITION.
0.1' FLOW DEPTH IN PIPE AT VISIT.
GC. SOME SLIGHT RUST ALONG BOTTOM OF PIPE.
STABLE
18
' HDPE
STABLE
STABLE 2' BASE DITCH
DEPTH AT SITE VISIT
0.1' TO 0.2' FLOW
0.1' FLOW DEPTH AT SITE VISIT
BOULDERS WITH COBBLES & SOME SAND.
SOME RUST VISIBLE AT BOTTOM NEAR INLET.
FAIR TO DECENT CONDITION.
OUTFALL.
STABLE NATURAL
PERCHED 0.8'
PERCHED 2.5'
42" CMP CMP42" 30%
INLET BLOCKED CCCCCCC
C
C
C
C
C
C
C
F
F F F
F
F F
F
F
F
C
C
F
F
F
F
CCCF
F
F
F
F
F
F
F
F
F
C
C
C
C
C
C
F F
FFFFFFFF
213021302140
214021402150
21502150
2
1
6
0
21602160
21602160216021602160
21702170
217021702170
2170
21702170217021702170
2180
2
1
8
0
2180
2 18 0
2180
21802180218021802180
218021902190219021902190219021902190219021902200
220022002200220022002200
2
2
0
0 220022102210221022102210221022102 2 1 0
22102220
2220222022202220222022202220
2220
22302230223022302230
22302230223022302230
2230
2240224022402240
22402240224022402240
2240
22502250225022502250225022502
2
5
0
225022602260
226022602260226022602260
2270227022702270227022702280
22802280228022802280228022902290229022902290229022902300230023002300230023002310231023102310231023102320232023202320232023202330233023302330233023302340234023402340234023402350235023502350235023602360236023602370237023702380238023902400241024202430NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
FOR -DR4- PROFILE, SEE SHEET NO. 77
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_42.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO. 41MATCH LINE STA -Y2- 54+00.00MATCH TO SHEET NO. 43MATCH LINE STA -Y2- 68+00.00A-0009CC
ENGINEER
42
FOR -Y2- PROFILE, SEE SHEET NO. 73 55606502020203040501010006070836' TYP
+63.91G
REU
TL
-3
SC
R=15
'
TYPE
B
-77
TYPE B-77
PI Sta 70+28.18
D
L = 1,307.03'
T = 700.27'
R = 1,470.00'
-Y2- CURVE DATA
-Y2- PC 63+27.9112'12'12'8'FDPS
8'FDPS
-DR4- CURVE DATA
-DR4- POT 10+00.00
-Y2- POC 66+35.13 =
ASPHALT DRIVE
PROP.
100' R
20'R
12'12'+59
.
2
1
CONCRETE BARRIER
SINGLE FACED 24'24'40'R
50'R
+65.57+81.5112'END -Y2- STA. 66+83±
BEGIN -Y2- STA. 59+00±
PROP. RETAINING WALL #32
END -Y2- STA. 66+02±
BEGIN -Y2- STA. 63+75±
W/CONCRETE DITCH
PROP. RETAINING WALL #33
-Y2- STA. 51+25 TO 57+76±, RT
EXPRESSWAY GUTTER
-Y2- STA. 67+00 TO 70+50, RT
SHOULDER BERM GUTTER
3
1
2
3
-DR4- STA. 11+10.00
END CONSTRUCTION
+01
.29
+36.93 +28.368'8'
-Y2- STA. 58+95 TO 63+22, LT
SHOULDER BERM GUTTER
DB 211 PG 718
ROBERT PEASE
MTL MTL MTL MTL
MTL MTL
MTL
MTL
MTL MTL MTL
MTL
MTL
M
T
L
BY27-132BY27-131BY27-130
BY28-155
BY28-156
BY28-157BY28-158BY28-159
SPIKE NAIL IN BASE OF 26" POPLAR
-BY27- STA. 68+35.00 30' LT.
BM#31 ELEV. 2178.05'
EIP
EIP
EIP
NC 28 (FONTANA RD.)
24' BST
30.00'
EUGENE R. WIECZOREK
DB 260 PG 239
CREWS BROTHERS, LLC
DB 282 PG 705
(DB 185 PG 131)
DB 282 PG 705 BSTBSTGR
GR
BST
GR
BST
GR
2 S F BARN
60" ROCK WALL
BST
BST
BS
TVI
VI
A
L
N. (P
V
T.)
GR
STEVE DR. (PVT.)SR 1239 CARVER BRANCH LN.STECOAH HGTS.MTL RAILBST
BUS
1 S F
CONC
BARN
ROBERT K. NORCROSSWOODSWOODS
WOODS WOODS WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
JAMES P. EWING, TRUSTEE, ET AL
DB 178 PG 650
(DB 185 PG 131)
CREWS BROTHERS, LLC
ROBERT K. NORCROSS
DB 334 PG 306
DB 334 PG 309
ROBERT K. NORCROSS
DB 326 PG 483
DB 195 PG 244
DB 266 PG 26
DEAN A. HORNING
BY27-133
54 55 56 57 58 59 60 61 62 63 64
65
66
67681011D B
4"
SPRING
BOX
SPRING
BOX
SPRING
SFN
SFI
SFV
SFH
SFK
SFLSFI
SFM
INV=2157.37'
INV=2158.46'
INV=2156.77'
HW
ROCK
INV=2161.91'
INV=2267.75'
INV=2264.98'
24" CMP
HW
CONC
18" CMP
15" HDPE
15" CMP
18" CMP
18" CMP
C
U
L3
C
U
L4
C
E
2
H
W2
C
U
L
1
C
U
L2
H
W1
C
E1
INV=2220.01'
24" CMP
HW
CONC
INV=2184.69'IN
V
=2152.44'TO
P=2155.79'
CONC BOX CULVERT
6
'X6
' SINGLE BARREL
A
T-1A
T-1SE = 0.08
DS = 60 MPH 2
1
PI Sta 11+22.09
D
L = 45.71'
T = 22.92'
R = 250.00'
PI Sta 10+77.95
D
L = 43.11'
T = 21.90'
R = 100.00'
-DR4- PC 10+56.06
-DR4- PT 11+44.88
-DR4- PRC 10+99.17
-DR4- POT 12+00.26
BDO
2GI
2GI2GI15" RCP-IV 24" CSP24"(ELBOWS)
WITH GASKETS
ROD AND LUG
ELB
ELB
XX TONS, XX SY GEO
CLASS B RIPRAP
4201 4203
4202
4204
15"4205
4206
2 TONS, 7 SY GEO
CLASS B RIPRAP
-Y2- STA. 58+49 TO 59+18 RT
Fill Slope2:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner=Class B Rip-Rap
b
DETAIL 42B
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
DDE=XX CY
XX TONS, XX SY GEO
SEE DETAIL 42C
LATERAL 'V' DITCH
DDE=XX CY
SEE DETAIL 42D
LATERAL 'V' DITCH
COLLAR AND EXTEND
4207
4208
4209
AND LINE WITH CIPPRETAIN 24" CMP
XX TONS, XX SY GEO
CLASS B RIPRAP
SEE DETAIL 42B
TOE PROTECTION
DDE=XX CY
SEE DETAIL 42A
BERM 'V' DITCH
2GI 2GI
2GI
15"
15"
15" RCP-IV
4210
4211
4212
4213
4215
24"2GI (Top Wall)
15" RCP-IV
4214
15" RCP-IV
4217
FRAME & COVER
w/ MH 7' DIA MH 18"
R
C
P
-IV
4216
4218
4221
4219
4222
MAINTAIN 1.5:1 FROM 10+60 TO 11+30.
TYPICAL AT 10+35 TO 1.5:1 AT 10+60.
SEE DETAIL SHEET 2X-X. TRANSITION FROM
ROCK EMBANKMENT -DR4- 10+35 TO 11+30 LT GTD2GI15" RCP-IV
TB 2GI
TB 2GI
SEE DETAIL 42E
RETAINING WALL
CONC. DITCH BEHIND
(SEE WALL ENVELOPES FOR DITCH GRADE)
-Y2- STA. 63+75 TO 66+02 RT (XX SY)
DETAIL 42E
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
HW
66" CAAP18"DDE=XX CY
SEE DETAIL 42F
STREAM RESTORATION
(TRENCHLESS)66" WSP 2GI
TB
b
( Not to Scale)
D1.5:12:1
BERM 'V' DITCH
SEE PFL FOR DITCH GRADES
-Y2- STA. 55+00 TO 55+71 RT
DETAIL 42A
b=2 Ft.
Min. D=1.5 Ft.
G
roundN
at
ural
RDWY
Gr
o
u
n
dNatural
Geotextile
XX TONS
Type of Liner=Class B Rip-Rap
LATERAL 'V' DITCH
( Not to Scale)
2:
1 2:1
D
b
d 1"/Ft.Slope
Fill
Type of Liner=Class B Rip-Rap
DETAIL 42C
Ground
Natural
Geotextile
b=2 Ft.
Min. d=To NG
Min. D=1.0 Ft.
SEE PFL FOR DITCH GRADE (18.6%)
-Y2- STA. 59+18 TO 59+53 RT
LATERAL 'V' DITCH
( Not to Scale)
D2:12:1
b
1"/Ft.
SEE PFL FOR DITCH GRADE (4.5%)
-Y2- STA. 59+53 TO 59+90 RT
b=2 Ft.
Min. D=1 Ft.
DETAIL 42D
Ground
Natural
Slope
Fill
E
XT
E
NSI
ON6'
x
6' RCBC
AT OUTLET
1@6'x6' RCBC
RETAIN AND EXTEND
TB 2GI
2GI
TB
4220
15" R
CP-IV
RCP-IV
15"
REMOVE HW
P PLUG
P
PLUG FILLFLOWABLE REMOVE
REMOVE
P PL
U
G
2 TONS, 7 CY GEO
CLASS B RIPRAP
DO NOT BURY INVERT
DO NOT BURY INVERT
DO NOT BURY INVERT
D
( Not to Scale)
B
Ground
Natural
Ground
Natural
DETAIL 42F
XX TONS
Type of Liner=CLASS II RIPRAP
B=4 Ft.
Min. D=3 Ft.
Length=41 Ft.
KEYED-IN (TYP.)
CLASS II RIP-RAP
STREAM RESTORATION
SEE PFL FOR CHANNEL GRADE (4.9%)
-Y2- STA 67+96(68' LT) TO 68+26(90' LT) 1.5:11.5:1
35 TONS CLASS II
SEE DETAIL 42I
CULVERT OUTLET CHANNEL
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BED
d
KEYED-IN (TYP.)
CLASS II RIP-RAP
d=3 Ft. Min.
Length=20 Ft.EXI
ST. BANK EXIST. BANK
DETAIL 42I
( Not to Scale)
OUTLET CHANNEL DETAIL
-Y2- STA 67+56 RT
L
S etc.
GI
2:1 2
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 63+62 RT
DETAIL 42G
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
SEE DETAIL 42G
FALSE SUMPOO
O
O
XX TONS, NO GEO
CLASS II RIPRAP
SEE DETAIL 42H
BANK STABILIZATION
( Not to Scale)
BANK STABILIZATION
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
Min. d=2 Ft.
Length=8 Ft.
DETAIL 42H
KEYED-IN (TYP.)
CLASS II RIP-RAP
-Y2- STA 60+03 LT
(-)7.983 (-)8.786
(-)8.786(-)8.075STABLE
1.2' BLOCKED
SLIGHT RUST. PERCHED 0.5'
OLD BUT FUNCTIONING WITH
0.5' DEEP.
STABLE 2' TO 3' WIDE CHANNEL.
36" CMP
15" H
DPE
15" HDPEFAIR CONDITION
STABLE 3' WIDE CHANNEL 2' TO 3' DEEP
CULVERT ON SITE VISIT.
0.15' FLOW DEPTH IN
PERCHED 2.0'.
SOME EROSION
SLI
G
HT R
UST.PER
C
HE
D 3'.
NO OBVIOUS ISSUES NOTES IN RECENT INSPECTION.
0.15' FLOW IN BARREL AT VISIT. RCBC APPEARS IN GC. HDPE15" STABLE CHANNEL.
SAND & SOME COBBLES.
BOULDERS WITH PEBBLES,
SLIGHT RUST.
BLOCKED 7".
BOTTOM.
RUSTED
4" BLOCKED.
C
A
R
V
E
R

B
R
A
N
C
H
BRANCH (SBI)UT TO CARVER CARVER BRANCH
CARVER BRANCH
C
A
R
V
E
R
B
R
A
N
C
H BRANCH (SBJ)UT TO CARVER CARVER BRANCH BRANCH
(SFM
)UT
TO
CARVER
BRANCH (SFM)
UT TO CARVER
BRANCH (SFM)
UT TO CARVER BRANCH (SFM)
UT TO CARVER F F F
F
F F F F
C
F
F
F
F
F
F F F F F F
F C
C
C
C
FC
FFC
C
F
F
F
F
F F
F
F
F
F
FFFC C C C C C C C C C
C
C
C
C
C
FF
FF
2070
207020702080
20802080
2080
208020802090
2090
2090
2090
2090
2090209020902100
2100
2100
2100
21002100
2100210021002100
2100 21102110
2110
21102110
2110
2110
21102120
21202120
212021202
1
2
0
212021202120 21302130
2130
2130
21302
130
2130
2130 21402140
21402140
2140
2140
2140
21502150
21502150
2150
21502150 21602160
2160
21602160
2
16
0
216021702170
2170
2170
2170
2170
2170
2180
2180218021802180
2190
2190 21902200
2
2
0
02200
2200
2210
2220
2230
2240NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
FOR -Y2- PROFILE, SEE SHEET NO. 73
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_43.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO.
4
2MATCH LI
NE STA
-Y2
-
6
8
+0
0.
0
0 MATCH TO SHEET NO.
44MATCH LINE STA
-Y2- 82+00.00A-0009CC 43 707580GREU TL-3 08070605040302010000010203040506070827
' TYP+35.20-Y2- PC 78+67.46
-Y2- PT 76+34.95
PI Sta 70+28.18
D
L = 1,307.03'
T = 700.27'
R = 1,470.00'
-Y2- CURVE DATA
PI Sta 83+84.46
D
L = 962.04'
T = 517.00'
R = 1,060.00'
1
2'
1
2'
1
2'
GRAVEL DRIVE
PROP.
40'R 40'R
40'R
8'FDPS
8'FDPS
8'FDPS
8'FDPS
15'R
40' R
40
' R
3
0'R
10'R
CONCRETE BARRIER
SINGLE FACED
ASPHALT DRIVE
PROP.
END -Y2- STA. 88+25±
BEGIN -Y2- STA. 77+92±
W/CONCRETE DITCH
PROP. RETAINING WALL #35
+93.2612'12'+52.3950
'R
80'R
ASPHALT DRIVE
PROP.30'R30'R12'24'REPAT '30.269
END -Y2- STA. 72+75±
BEGIN -Y2- STA. 71+25±
W/CONCRETE DITCH
PROP. RETAINING WALL #34
-Y2A- POT 12+30.00
-Y2A- STA. 11+25.00
END CONSTRUCTION
-Y2A POT 10+00.00
SOIL DRIVE
PROP.
-Y2- STA. 67+00 TO 70+50, RT
SHOULDER BERM GUTTER
TO EXISTING SLOPE
MATCH PAVEMENT SLOPE
NOTE:
MTL
BY27-134
GPS-21
G
P
S
-2
2
BY27-135
NC
2
8
(FONTANA
RD
.)2
4' BST
HW36" ROCK
SHED
1 S FD
GR
GR
BARNSHED
WD RAIL
R
O
C
K
W
A
L
L
WALLROCK
WALLROCK GAR.1 S FDCONCDECKWALLCROSS TIE
STEPSPATIOROCK
WD RAIL
WD RAIL
GR
GR
GR
C
O
N
C
B
S
T
B
S
T
B
STSR
1226 M
A
R
T
IN
JE
N
K
IN
S

R
D
.
GR
GR
BST
WD BOARD
1 S FD
BST CONCCONC
GARAGE
SIGN
SR
1
2
2
6 STECOAH RD.
S
IGN
5
SBW
W
/LT
GR SOI
LBST
GR
GR
GR
CONC
(ABAND.)
1 SBR D
G R
3
S
BWWALLROCK
W
ROBERT K. NORCROSS
DB 195 PG 244
DB 326 PG 483
EIP
EIP
E
IP
EIP
NA
IL
R
/R
SP
IKE
EIPSPIN
D
LEEIP15.00'15' R/W (PB DB PG 1865)
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOOD
S
WOODS
WOODS
WOODS
WOOD
S
WOODS
WOODS
WOODS
WOODS
WOODS
DRAI
N LI
NESTANKSEPTIC
ROBERT K. NORCROSS
DB 348 PG 340
THOMAS E. SCHIESSLE
DB 354 PG 449
DB 199 PG 380
RICKEY D. McCRACKEN
JAMES M. JENKINS
DB 326 PG 480
JOHN B. NORCROSS
DB 182 PG 238
GLEN McCOY
DB 331 PG 359
LESTER A. JENKINS, ET AL
DB 326 PG 477
ROBERT K. NORCROSS
DB 348 PG 340
DB 307 PG 915
ARNOLD D. CODY
FLOYD J. CODY
DB 70 PG 83
S
BNWBU
SPR
ING
SPR
ING
SBOD B
4"
68
69
70
71
72
73 74
75
76
77
78
79
80
81
82
vvvvvINV=2119.37
'
INV=2123.87
'HW
CONC
18" CMP
TOP=2156.97'
INV=2151.88'
DI
18" CMP
DI INV=2129.58'TOP=2132.14'INV=2129.67'
INV=2122.22'
INV=2073.39'
INV=2069.38'
1
8
" CM
P
INV=
2
0
7
6
.9
7'
24" C
MPINV=2
0
8
8
.3
2'INV
=
2
0
9
2
.8
2'INV
=
2
0
9
6
.3
4'18" CMP18" CMP 18" CMP48" CMP
INV=2152.44'
TOP=2155.79'AT-1
GREU
TL-3
GREU TL-3
SE = 0.08
DS = 60 MPH
SE = 0.08
DS = 55 MPH
TYPE B-77
TYPE B-77
GREU TL-3
GREU TL-3
GTD
DI
2GI
GRADE TO DRAIN
GTD
2GI
2GI (Top Wall)
GTD
15"18" RCP-
I
V18" RCP-IV
4301
4302
4303
4304
2GI-D
XX TONS, XX SY GEO
CLASS B RIP-RAP
FS
FS
PROPOSED SYSTEM IS IN SERVICE
REMOVE 42" CMP & DI AFTER
SYSTEM IS IN SERVICE
FILL 48" CMP AFTER PROPOSED
18" RCP-IV 4316
4317
24" RCP-IV24" RCP-IV
GTD
HW
18"18"
18" RCP
-IV
4315
4314
4313
4305
4306
4307
4308
4309
4310
4311
4312
SEE DETAIL 43F
FALSE SUMP
RCP-IV18"COLLAR 42" RCP-III(TRENCHLESS)42" WSPRE
MOVE
REMOVE DI
FLO
WABLE FILL
15"
XX TONS, NO GEO
CLASS I RIPRAP
SEE DETAIL 43B
STANDARD BASE DITCH
XX TONS, NO GEO
CLASS I RIPRAP
SEE DETAIL 43C
RIPRAP AT EMBANKMENT
REMOVE

DDE=XX CY
XX TONS
CLASS II RIPRAP
SEE DETAIL 43D
STREAM RESTORATION24"
C
SPELB
ELB
THIS SIDE OF ELBOW
MAX 1.0% PIPE SLOPE (ELBOWS)
WITH GASKETS
ROD AND LUG 3 TONS, 11 SY GEO
CLASS B RIPRAP
SEE DETAIL 43F
FALSE SUMP
ELB
ELB
ELBOW
1
8
"DDE=XX CY
SEE DETEIL 43A
LATERAL BASE DITCH
3 TONS, 10 SY GEO
CLASS B RIPRAP
TB 2GI
TB 2GI
w/MH
TB JB
SEE DETAIL 43E
RETAINING WALL
CONC. DITCH BEHIND
SEE DETAIL 43E
RETAINING WALL
CONC. DITCH BEHIND
(SEE WALL ENVELOPES FOR DITCH GRADE)
-Y2- STA. 77+92 TO 82+00 LT (XX SY)
-Y2- STA. 71+26 TO 72+76 LT (XX SY)
DETAIL 43E
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
2:12:1D
( Not to Scale)
STREAM RESTORATION
B
d
-Y2- STA 78+00 TO 78+46 RT
DETAIL 43D
B=MatchExisting(0to4Ft)
Min. d=2 Ft.
Min. D=2 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner=Class II Rip-Rap
KEYED-IN (TYP.)
CLASS II RIP-RAP
SEE DETAIL 42F
STREAM RESTORATION
( Not to Scale)
4:14:1D
B
b
LATERAL BASE DITCH
1"/Ft.
SEE PFL FOR DITCH GRADES
-Y2- STA. 71+00 TO 74+00 RT
DETAIL 43A
b=5 Ft.
B=5 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
2GI-A
TB 2GI-A 2GI-ATB
PLUG
P PLUG
P
PLUG
PPLUGFLOWABLE FI
LL(ABANDON)
RETAIN
REMOVE
P
PLUG
PPLUG
REMOVE 11 LF FI
LLFLOWABLE
REMOVE HW
RETAINRETAIN P
PLUG
P
PLUG
L
S etc.
GI
5:1 10
:1
( Not to Scale)
FALSE SUMP
2.0'
-Y2- STA. 74+15 RT
-Y2- STA. 74+13 LT
DETAIL 43F
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
REMOVE
BURY INVERT 0.7'
BURY INVERT 0.7'
( Not to Scale)
RIPRAP AT EMBANKMENT
Grade
Ditch
1.5' Keyed-in
5'min.
Type of Liner=Class I Rip-Rap
-Y2- STA. 76+22 RT
DETAIL 43C
2:12:1D
( Not to Scale)
STANDARD BASE DITCH
B
d
SEE PFL FOR DITCH GRADE (0.3%)
-Y2- STA. 76+08 TO 76+22 RT
DETAIL 43B
B=3 Ft.
Min. d=3 Ft.
Min. D=3 Ft.
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner=Class I Rip-Rap
KEYED-IN (TYP.)
CLASS I RIP-RAP
DI
OO
SLIGHT RUST.
PERCHED 3'.
(WIDTH VARIES 22" TO 7")
CONCRETE DITCH WITH GRATE ON TOP.
18" CMP OUTLET INTO A SQUARE
ALONG THIS LINK OF PIPE.
FLOWING OUT OF OUTLET & SUSPECTS WATER GETTING OUT OF SYSTEM INTO THE GROUND
RESIDENT SAYS SOMETIMES THE DI HAS WATER FLOWING IN IT BUT NOT AS MUCH WATER 18" CMPAROUND JOINT.
15" WAS FIT INSIDE 18" & CONCRETE PLACED
BETWEEN THE 18" CMP CROSSPIPE & DI. THE
PER RESIDENT THERE IS 43 FEET OF 15" HDPE
IS HIGHEST HE HAS EVER SEEN WATER GET.
BASEMENT (HOUSE DIRECTLY ACROSS CREEK) ONE TIME BUT THAT
THIS RESIDENT HAS SEEN CARVER BRANCH GET INTO NEIGHBORS 18"
H
D
PE
HW WITH GRATE.
18" CMP BOTTOM RUSTED OUT.
54" CMP
60" CMP
RUSTED
5
4
" CM
P
SUPPORTS THRU BARREL
RUSTED & WOODEN 2-12" CMPOUTLET VERY BADILY CRUSHED
BLOCKED 0.5'
AMOUNT OF FLOWHOSE
6" HDPE OUTLET WITH GARDEN 15" HDPEMODEL TRAIN TRACKS
36" HDPESEVERAL YEARS AGO.
REPLACED 24" WITH 36"
FLOODING ISSUES SINCE HE
JOHN NORCROSS SAID NO
42" MODERATE CONDITION, BOTTOM BEGINNING TO RUST.
CAN'T ACCESS 42" INV TO MEASURE, ESTIMATE 6.5' TO 7.0'.
48" LIKELY INSTALLED WELL BEFORE. DI DEPTH TO 48" OUT=7.0'.
42" CMP & HOMEMADE DI INSTALLED ~25 YEARS AGO(PER RESIDENT JOHN NORCROSS).
6" PVC
DEPTH TO 6" PVC INV IN=0.9'
DEPTH TO 18" CMP OUT=5.3'
BOX DEPTH=6.3'
HOMEMADE DI BY JOHN NORCROSS.
AT GRADE
6" PVC INLET 24" CMP
24" C
MP
PARTIALLY CRUSHED
0.1' FLOW DEPTH AT SITE VISIT.
SILT W/ SAND & PEBBLES.
STABLE 2'-3' WIDE BASE CHANNEL.
~2.5' BASE, 0.1' FLOW AT SITE VISIT
SILT WITH SAND & PEBBLES.
6' DIAMETER SCOUR HOLE AT OUTLET.
PERCHED 2' ABOVE WATER SURFACE.
MODERATE CONDITION, SURFICIAL RUST.
24" OUTLET FIRE HOSE AMOUNT OF FLOW @ VISIT.
OUTLETS ON BANK 1' ABOVE NWS.
1 GARDEN HOSE AMOUNT OF FLOW @ VISIT.
BLOCKED 50% AT OUTLET.
18" CMP FAIR CONDITION, NOTABLE RUST.
MINOR EROSION 40 LF PRIOR TO 18".
DITCH APPROACHING 18" CMP:
SUSPECT INV=~2079.7 PER DTM
TOP DI TO INVERT=~19.8'
EXISTING GROUND TO INVERT=~18.8'
HOMEMADE DI
OF PIPE AT INLET.
18" TREE GROWING DIRECTLY ON TOP
24" CMP MODERATELY GOOD CONDITION.
2' TO 3'
OUTLET PERCHED
3.5'
PERCHED
OUTLET
CARVER BRANCH
BRANCH (SBO)
UT TO CARVER
BRANCH (SBP)UT TO CARVER
BRANCH (SBN)UT TO CARVER BRANCH (SBJ)UT TO CARVER BRANCH (SBJ)UT TO CARVER B
R
AN
CH
(S
BO
)U
T

TO

CARV
E
R

CARVER BRANCH
(-)8.075 (-)7.287
(
-
)7
.287
(
-
)3
.124
F F
F
F F
F
F
F F
F F F F F
F
F
F
F
F
F
F
F
F
F
F
F F F F F
F
F
F
C
F
F
FF
FF
F C
C
F
F
F
F
C
C
C
F
F
F
F
C C
C
C C C
C
C
F
F
F
F
FC
2030
20302030203020
30203020302030
20302040
20402040
2040
20402040
20402040
2040
2050
2050
20502050
205020502060
2060
2060
2060
2
0
6
0
2060
20602060
2070
20702070
2
0
7
0
20702070
2070
2080
2080
20802080 2
0
9
0
2090
2090
2
0
9
0 20902 1 0 0
2100
2100
2100 21002110211021102110
2110
2120
21202120212021202
130
21302130 21302140
2140
2140 214021502150
21502160
2160 216021702170
2170
2180
21802180
2190
2190 21902200 22102210
2220
2230 NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
FOR -Y2- PROFILE, SEE SHEET NO. 74
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_44.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
A-0009CC 44
MATCH TO SHEET NO. 43MATCH LINE STA -Y2- 82+00.00MATCH TO SHEET NO. 45MATCH LINE STA -Y2- 96+00.00T = 312.11'
PI Sta 93+85.36
D
L = 624.07'
R = 11,500.00'
PI Sta 83+84.46
D
L = 962.04'
T = 517.00'
R = 1,060.00'
-Y2- CURVE DATA
SA UNASSESSED SITES
ELIGIBLE AND
S
A
SASA
SA SASA859095
08070605040302010001020036' TYP+33.49-Y2- PT 88+29.49
-Y2- PC 90+73.2518'18'REPAT '30.2698'
F
DP
S
8'FDPS8'FDPS
8'FDPS
CONCRETE BARRIER
SINGLE FACED
50'R 7'R
11'R
50'R
PROP. SOIL DRIVE
2'-6"C&G
200' TAPER
+00100' TAPER+0012'12'12'END -Y2- STA. 88+25±
BEGIN -Y2- STA. 77+92±
W/CONCRETE DITCH
PROP. RETAINING WALL #35
PROP. DRIVE
PROP. DRIVE
STECOAH AZ MK
BY27-136
BY27-137
GR
GRGRJ
AMI
E A. LAI
L, ET ALDB 31
6 PG 71
11 SBR BUSSHEDGR
3 SBWWOODEN FENCE POSTS2 SFD
BARN
MTL
CARPORT
POLE SHED
SIGN
BST
BST
BST
W/LT
POLE
FLAG
W
PATIOBRICK
2 S F&BR D
CELLAR
ROOT
WALL
ROCK
DECKPORCH
WD RAILCARPORTSHEDWD
CONC
HOUSE
GREEN
1•SF DGR
W
SR 1230 (STECOAH RD.)
NC 28 (FONTANA RD.)
24' BST
GAZEBO
SPIKE
N
AIL IN B
ASE OF 36" DBL. S
YC
A
MORE
N 61°55'30.4" W
DIST 16.89'-B
Y31- ST
A. 5+00.00
B
M#39 ELE
V. 2056.76'WOODSWOODSWOODSW
OODSWOOD
S
WOOD
S
WOOD
S
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
DRAIN LINES
TANK
SEPTIC
DB 354 PG 449
THOMAS E. SCHIESSLE
LEON CABLE
DB 90 PG 759
PATRICIA L. EDWARDS
DB 379 PG 162
FLOYD J. CODY
DB 70 PG 83
LEON CABLE
DB 186 PG 245
DB 111 PG 790
WALLACE D. JENKINS
WALLACE JENKINS
DB 67 PG 149
NINA Y. JOHNSTON
DB 325 PG 459
DB 370 PG 746
SPIKE NAIL IN BASE OF 36" POPLAR
-BY27- STA. 88+22.00 37' RT.
BM#32 ELEV. 2055.94'
POND PONDSPRING
PJ
82
8
384858
6
87
88 89 90 91 92 93 94 95
96
D B
4"
XX TONS, XX SY GEO
CLASS B RIPRAP
SEE DETAIL 44B
TOE PROTECTION
WD
15" CMP
18" CMPHWCONCINV=
2
0
7
3.3
9'
I
NV=
2
0
6
9.3
8'
INV=2058.35
'
INV=2056.54'
18" CMP
8" HDPESE = 0.08
DS = 55 MPH
SE = 0.02
DS = 70 MPH
GREU TL-3
GREU TL-3
GREU TL-3GREU TL-3AT-1
SC R=20'
TYPE B-77
DITCH BLOCK
2GI
XX TONS, XX SY GEO
CLASS B RIPRAP
CUT TO FILL TRANSITION
2GI (Top Wall)
2GI (Top Wall)
18" RCP-IV
18" CSPELB
ELB
MAX 1.0% PIPE SLOPE THIS SIDE OF ELBOW
ROD AND LUG WITH GASKETS (ELBOWS)
4404
4405
4406
XX TONS, XX SY GEO
CLASS B RIPRAP
18" RCP-IV
4401
4402
4403
5 TONS, 14 SY GEO
CLASS B RIPRAP24" RCP-IVCB-F
CB-F
15"15"1 TON, 5 SY GEO
CLASS B RIPRAP
1 TON, 5 SY GEO
CLASS B RIPRAP
4410
4411
4412
4413
4407
4408
4409
GTD
15" RCP-IV
15" RCP-IV
TB 2GI
TB 2GI
SEE DETAIL 44A
RETAINING WALL
CONC. DITCH BEHIND
(SEE WALL ENVELOPES FOR DITCH GRADE)
-Y2- STA. 82+00 TO 88+25 LT (XX SY)
DETAIL 44A
BEHIND RETAINING WALL
CONCRETE DITCH
~
SEIRAV
1:2
( Not to Scale)
GROUND
NATURAL
WALL
RETAINING
BREAKER
BOND
B= 1.0'
D= 1.0'
-Y2- STA. 91+00 TO 92+00 LT
Fill Slope2:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner=Class B Rip-Rap
b
DETAIL 44B
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
2GI-A
TB
REMOVE HWREMOVE
REMOVE
REMOVE
XX TONS, XX SY GEO
CLASS B RIPRAP
O
O
O
O
O
(-)3.124
(-)3.577
CARVER BRANCH
UT TO CARVER BRANCH (SBU)
STECOAH CREEK
STECOAH CREEK
(PI)
CARVER BRANCH
15" HDPE
15" HDPE1
5" HDP
E
INLET IN 3' DEEP HOLE
LITTERED W/ MANMADE DEBRIS.
DRY AT VISIT.
OUTLET DITCH FAIRLY STABLE.
FAIR CONDITION
STABLE
OUTLET BURIED 0.4'
MODERATE CONDITION
STABLE
AT END OF 1' BASE DITCH
6'Lx2'Wx3'H SCOUR HOLE
STABLE 1' BASE DITCH, NATURAL
STABLE, SOME PONDING.
2' TO 4' BASE DITCH. NATURAL,
F
FFFFF
F
F
F
F
F F F
F
F F F F F
F F F
F F F F F
F
F CC F F F F F F
F F F F
C
C
C
F C
C
C C CCCCC
CCCCC
20002000
2000 20002000
2010
2010
2010
2010
2
0
10
2010201020102010
2010
2010
2010
2020
2020
2020
2020
2020
20202020
2020202020202020
2020202020202020
2020
2020
20202020202020202020
2020
2030
2030
2030
2030
20302030
2030
2030
20302040
2040
2 0 4 0
204020402040
2040
2040
2040
20502050
2050
2050
205020502050
2
0
5
0
2050
2
0
6
0
2060
2060
2060
2060
2060206020602
0
7
0
2070
2070
2070207020702070
2
0
8
0
2080
2080
20802080
20802090
2
0
9
0
20902090
2100 21002100
2100
2110
2110
2120
2120
2130 21402150 NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
FOR -Y3- PROFILE, SEE SHEET NO. 77
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_45.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_45.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
A-0009CC 45
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO. 44MATCH LINE STA -Y2- 96+00.00MATCH TO SHEET NO. 46MATCH LINE STA -Y2- 110+00.00FOR -Y2- PROFILE, SEE SHEET NO. 74
SA UNASSESSED SITES
ELIGIBLE AND
SA
SASA
SA
PI Sta 93+85.36
D
L = 624.07'
T = 312.11'
R = 11,500.00'1001051100202020100010030060102
02
01
00
02
01
00
36' TYP+73.3215' TYP+96.82
15' T
YP+87.14CR
PI Sta 10+46.10
D
L = 92.14'
T = 46.10'
R = 1,041.74'
PI Sta 12+06.60
D
L = 214.68'
T = 114.46'
R = 250.00'
-Y3- PC 10+00.00
-Y3- PRC 10+92.14
-Y2- PT 96+97.32
1
1-Y3- PT 13+06.82
-Y3- CURVE DATA-Y2- CURVE DATA
2'-6"C&G
2'-6"C&G
2'-6"C&G18'18'-Y3- STA. 10+50.00
BEGIN CONSTRUCTION
12'12'12'12'12'12'100' TAPER
+40200' TAPER +4024'12'24'12'2'-6"C&G
2'-6"C&G
20'DR 20'DR
20'DR20'DR
PROP. CONCRETE DRIVE+16.2340'R50'R+26.41+63.07
10'
+51.24
10'
8'FDPS
GRAVEL DRIVE
PROP.
END -Y2- STA. 108+85±
BEGIN -Y2- STA. 107+75±
PROP. RETAINING WALL #36
-Y3- POT 14+20.24
-Y2- POT 98+65.27 =
HANDRAIL
PATH W/
10' MULTIUSE
HANDRAIL
PATH W/
10' MULTIUSE
EST. SY
SEE NCDOT RDY STD 275.01
-Y2- STA. 108+85 TO 111+40, RT
ROCK PLATING
PROP. DRIVE
PROP. DRIVE
DB 365 PG 617
JAIME J. HOOPER
DB 352 PG 471
JEFFERY HYDE, ET ALBST
1 S F&ROCK D CONCSR 1230 (STECOAH RD.)
17' BST 17' BSTSR 1291 (STECOAH RD.)MARKER
F/O
MARKER
F/O
BY27-138SR 1238 (BILL CRISP RD.)45.00'
(ABAND.)2 SF D
SOIL
BSTGRG
R
GR
NC 28 (FONTANA RD.)24' BST
MARKER
F/O
B
Y31-160
SPI
KE NAIL I
N
B
ASE OF 36" DBL. S
YC
AMOREN 61°55'30.4" W DIST 16.89'
-
B
Y31- ST
A. 5+00.00
B
M#39 ELE
V. 2056.76'
BY31-161
BY31-162
WD SHED
DILAPIDATED
84" WD PRI
VACYSHEDW
DCONCW
D DECKBSTBST SR 1230 (HYDE TOWN RD.)GRDECKCONCGRASSGRASS1 SFD
S
MTL
CONCS
HE
DWDSHEDWDSHED
WD
S
OIL
WALLS ONLY
BLOCK
48" CH LK
48" CH
LK
GR
CONC
BST BST
GR
1 SFD1 S ROCK D
GARAGE
MTL
WALL
ROCK
24"
W/LT
SHED
SHED
SHED
SHED
SPIKE NAIL IN BASE OF 10" POPLAR
-BY27- STA. 108+13.00 34' LT.
BM#33 ELEV. 2011.30'
BY27-139
GR
GR
GR
GR
S
MTL 1 S BR D
1 SFD 1 S ROCK D
CONC
LEONARD BRIDGES
DB 87 PG 35
DB 121 PG 656
EIP
EIP
EIPEIP
EIP
EIP
EIP
JOSEPH L. EDWARDS
DB 234 PG 246
JEFFERY HYDE
DB 350 PG 460
EIP
ODELL LOVIN
DB 52 PG 392
GREGORY D. BURCHFIELD
DB 295 PG 32
ROANNE GORDON
DB 288 PG 499
STECOAH BAPTIST CHURCH
DB 42 PG 598
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
SPIKE NAIL SET IN 6" X 6" BRIDGE BEAM
-BY27- STA. 100+37.00 128' RT.
BM#38 ELEV. 2021.11'
POSSIBLE DRAIN FIELD
TANK
SEPTIC
DRAIN LINES
TANK
SEPTIC
SEPTIC TANK
POSSIBLE
TANKS
U/G FUEL DRAI
N LI
NEJOSEPH L. EDWARDS
DB 234 PG 246
GREGORY D. BURCHFIELD
DB 135 PG 426
DB 234 PG 246
JOSEPH L. EDWARDS
WILLIAM CARR
DB 206 PG 123
(BY WILL)
ROANNE GORDON
WBR
96 97 98 99 100 101 102 103 104 105 106 107 108 109 110
10
11
1
2
1314vvvvv
vv
vv
vv
vHW
CONC
HW
CONC
WDWDWDINV=2012.86'
WD
INV=2015.05'
54" CMP
INV=2013.74'
INV=2013.70'
INV=2014.34'INV=2014.74'
18" CMP
HW
ROCK
36" CMP
HW
ROCK
INV=2007.02'
INV=2008.72'
18" CMP
8" HDPE
8" HDP
E
66" CMP
INV=2030.45'
INV=2031.23'
18" CMP
INV=2048.84'
INV=2050.48'
18" CMP
18" HDPE6" HDPE6" HDPEGREU TL-3 GREU TL-3GREU TL-3 GREU TL-3
AT-1
SE = 0.02
DS = 70 MPH
SE = EXIST.SE = 0.02
DS = 30 MPH
CB-F
FS
SEE DETAIL 45C
FALSE SUMP
18" RCP-IV
3 TONS, 10 SY GEO
CLASS B RIPRAP
SEE DETAIL 45A
SPECIAL CUT DITCH
DDE=XX CY
SEE DETAIL 45B
STANDARD 'V' DITCH
L
S
( Not to Scale)
FALSE SUMP
-Y3- STA. 12+10 RT
Traffic Flow
Outside Ditch 1.5' Min.S=Ditch Slope C Proposed Ditch
4
:14:1 PIPE
DETAIL 45C
4503
HW
DDE=XX CY
SEE DETAIL 45D
CHANNEL CHANGE
CB-G
2:12:1
D
( Not to Scale)
STANDARD 'V' DITCH
DAYLIGHT AT 1.0% SLOPE
-Y3- STA 12+00(29' LT) TO 12+00(54' LT)
Min. D=1.5 Ft.
DETAIL 45B
Ground
Natural
Ground
Natural15"1 TON, 5 SY GEO
CLASS B RIPRAP
RETAIN
4501
4502
BURY INVERT 0.5'
4504
CB-GCB-G CB-G CB-G
15" RCP-IV15" RCP-IV
DRAIN
GRADE TO
BDO
15"ELB
ELBOW
15" RCP-IV
CB-FRCP-IV18" 18"3 TON, 10 SY GEO
CLASS B RIPRAP
4507 4508 4510
4509
4511
4512
4513
CB-F 4505
450615"1 TON, 5 SY GEO
CLASS B RIPRAP
CB-G CB-G CB-G CB-G CB-G
4514 4515 4516 4517 4518
15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV
RCP-IV
15"
4519
4520
4524
4521
4522
CB-F
CB-F
15"15"1 TON, 5 SY GEO
CLASS B RIPRAP
1 TON, 5 SY GEO
CLASS B RIPRAP
4523
GTD
REMOVE 22 LF
RETAIN TO HERE
42"
SEE DETAIL 45E
SPECIAL BERM
2:1D
( Not to Scale)
B
CHANNEL CHANGE
Ground
Natural
Exist. Channel
2:1 Ground
Natural
DETAIL 45D
SEE PFL FOR CHANNEL CHANGE GRADE (15%)
-Y2- STA 109+73(57' LT) TO 109+81(37' LT)
KEYED-IN (TYP.)
CLASS I RIP-RAP
XX TONS
Type of Liner=CLASS II RIPRAP
B=5 Ft.
Min. D=3.0 Ft.
Length=22 Ft.
DDE=XX CY
SEE DETAIL 45F
CHANNEL CHANGE
b
2:1D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.Ground
Natural
Ground
Natural
Exist. Channel
Fill Slope
Proposed
Type of Liner=Grass
Min. b=3 Ft.
B=3 Ft.
Min. D=2 Ft.
DETAIL 45F
SEE PFL FOR CHANNEL CHANGE GRADE (0.5%)
-Y2- STA 99+04 TO 99+74 LT
RETAIN
BURY INVERT 0.5'1@10'X6'
RCBC3
0" RCP-I
VFlatter4:1 or
D2:1( Not to Scale)
SPECIAL CUT DITCH
SEE PFL FOR DITCH GRADE (7.6%)
-Y3- STA 11+50 TO 12+00 RT
DETAIL 45A
Min. D=2 Ft.
Ground
Natural Slope
Ditch
Front
REMOVE
REMOVE HW
REMOVE
REMOVE
REMOVE
REMOVE REMOVE
DO NOT BURY INVERT
SILLS & BAFFLES (TYP.)
( Not to Scale)
DETAIL 45E
2:1
SPECIAL BERM
2:1ELEV=2002 ft
10'
Exist. GroundPipe Inlet
-Y2- STA. 109+98 LT
3'
1.5:1
1.5:1
GROUND
NATURAL
0'-3.5'
EST. 54 TONS CLASS I RIP RAP
EST. 21 CY DDE
RIP RAP
CLASS I
DETAIL 45G
( Not to Scale)
FLOODPLAIN BENCH
UP AND DOWNSTREAM
-Y2- STA. 99+90 RT (D/S LENGTH=13 FT)
-Y2- STA. 99+76 LT (U/S LENGTH=25 FT)
SEE DETAIL 45G
FLOODPLAIN BENCH
SEE DETAIL 45G
FLOODPLAIN BENCH
XX TONS
BANK STABILIZATION
CLASS I RIRPAP (KEYED-IN)
O
O OO
O
4' WIDE CHANNEL
STABLE OUTLET. 3' TO
2" TO 3" DEEP FLOW.
2' TO 3' WIDE CHANNEL WITH
CRUSHED SOME.
INLET 0.4' OPEN &
TOP 2' RUSTED OFF
1' V DITCH
NO DEFINED DITCH TO JS.
WATER SEEMS IT WOULD POND HERE.
1' V DITCH
15" HDPE
6" HDPE
FLOW @ SITE VISIT
2 GARDEN HOSE AMOUNT OF
FLOW @ SITE VISIT
2 GARDEN HOSE AMOUNT OF
DRY @ VISIT
AT OUTLET
2' WIDE CHANNEL
TALL BERM
3' TO 4'
AREA
LOW
STEEP BANK
EROSION ON
STABLE 3'-4' WIDE CHANNEL
STECOAH CREEK
STECOAH CREEK
STECOAH CREEK
STECOAH CREEK
BRANCH (SBV)UT TO ED
WARDS
BRANCH
(SBY
)UT
TO
EDWARD
S
BRANCH (SBZ)UT TO EDWARDS BRANCH (SCA)
UT TO EDWARDS EDWARDS BRANCHEDWARDS BRANCH
CARVER BRANCH CREEK (SCB)UT TO STECOAH (-)3.577 (-)1.888
(-)1.888
F F F F F
F F F F F F F
F
F F
F F
F F F
F
C
F F C C F
F F
F
F
C F
C
CCCCCFFF
F
F F
F
F F
C
C
C
C
C
C C C
C
C
C
C
C
C
C F F
C
C C
C
FF
F
F
1970197019701970
1970
1970197019701970
1980
1
98
0
19801980
198019801980
1980
1980
1980
198019801990
1990
1990
199019901990
1990
1990
199019901990
1990
2000
2000
20002000 20002000
2000
2010
2010
2010 20102010
2020
2020 20202030
2030 20302030
2040 20402050 2060207020802090 NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_46.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_46.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
A-0009CC
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
46
MATCH TO SHEET NO. 45MATCH LINE STA -Y2- 110+00.00MATCH TO SHEET NO. 47MATCH LINE STA -Y2- 124+00.00FOR -Y2- PROFILE, SEE SHEET NO. 46ISLAND - SURFACE MOUNTED
PROP MONOLITHIC CONC110115120CRCR
2'-6"C&G
2'-6"C&G 2'-6"C&G
2'-6"C&G
12'12'12'12'12'12'18'18'50'R
30'R+92.15+90.3418'18'+18.6220'R +83.4725'RASPHALT PARKING
20'DR 20'DR
END -Y2- STA. 115+25±
BEGIN -Y2- STA. 112+75±
PROP. RETAINING WALL #37
EST. SY
SEE NCDOT RDY STD 275.01
-Y2- STA. 115+25 TO 116+75, RT
ROCK PLATING EST. SY
SEE NCDOT RDY STD 275.01
-Y2- STA. 117+75 TO 128+25, RT
ROCK PLATING
EST. SY
SEE NCDOT RDY STD 275.01
-Y2- STA. 108+85 TO 111+40, RT
ROCK PLATING
HANDRAIL
PATH W/
10' MULTIUSE
W/ HANDRAIL
10' MULTIUSE PATH
AREA LAYOUT SEE DETAIL SHT 2B-
FOR CONCRETE ISLAND & PARKING
PROP. DRIVE
PROP. DRIVE
DANA KILBY
DB 201 PG 10
GPS-24
T
BY27-141
GR
GR
GR
BST
BST
GR
GR
GR
GR
GR
G
R1 SFD
MH
MH
SIGN
MARKER
F/O
(STECOAH)
GPS-23SIGN
1 SF BUS
SHED
POLE
WD
SR 1235
(LOWER STECOAH RD.)W/LT
W/LT
MARKER
F/O DECKWDDECK
DECK
SHED
MTL
DECK
SHED
WD
SHED
WD
WD RAMPGR
SHED
WD
48" CROSS TIE WALL SHEDPOLEMTLSOIL
1 SFD24" ROCK WALL
CONC
S
OIL
MH
GR
GRGR GRGRGR
SMTL
LT
BY32-163 SOILSIGN
SIGN
SHED
POLE
WD
NC 28 (FONTANA RD.)
24' BST BSTBST
SR 1235 (LOWER STECOAH RD.)
18' BST
SIGN
EIP
EIP
EIP
EIP
EIP
EIP
EIP
NAIL
EIP
CONC
EIP IN
CONC
EIP IN
EIP
DANA KILBY
DB 201 PG 10
2 SBW
1 SB
W
3 SBW W/WW
3 SBW W/WWWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
DRAIN
FIELDTANK
SEPTIC DRAIN LINESTANK
SEPTIC
DRAIN LINESTANK
SEPTIC
DRAIN LINES
TANK
SEPTIC
AARON E. FARLEY
DB 288 PG 202
LEONDUS McCRACKEN
DB 123 PG 252
DB 171 PG 440
DANNY JENKINS
DANA KILBY
DB 201 PG 10
DB 117 PG 163
BILLY HOLDER
JAIME J. HOOPER
DB 365 PG 617
DAVID R. HYDE
DB 284 PG 61
JAMES R. HYDE, TRUSTEE
DB 252 PG 224
GR
GR
ROCKS
LARGE
LARGE ROCKS
VALVE
IRRIGATION
VALVE
IRRIGATION
1 SFD
GR
CONC WALL
BY27-140
(DESTROYED)SCBSCBPOND
POND
SPRING
110 111 112 113 114 115 116 117 118 119 120 121 122 123 124
v12" HDPE HW
CONC
8" CMP15" CMP
12" C
MP
INV=1979.50'
INV=1990.42'
24" CMP
INV=1982.59'
DITOP=1990.82'
INV=1983.46'15" CMP
INV=1989.71'
30" CMP
INV=1988.27'
CONC BRIDGE
FOR WATERLINE
6" STEEL SHEATH
GREU TL-3GREU TL-3
GREU TL-3
CB-F
CB-G CB-G
1 TONS, 5 SY GEO
CLASS B RIPRAP
ELB
ELB
ELBOWS 15"CB-G
4620
4619
CB-G
4624
4623
ELBOWS
ELB
ELB 15"1 TONS, 5 SY GEO
CLASS B RIPRAP
4601
460215"CB-G
42" RCP-IV 18"4604
4603
42" RCP-IV
4
2
" RCP-I
V4605
4606
4607
4608
DRAIN
GRADE TO
TB 2GI
TB 2GI
15" RCP-IV
15" RCP-IV
15" RCP-IV
18" RCP-IV RCP-IV15" 24" CSP
4609
4610
4611
4612
4613
4614
CB-F CB-F CB-F
CB-F4615
4616
4617
4618
4621
4622
4625
462615"15"15"DDE=XX CY
SEE DETAIL 46B
CHANNEL CHANGE
ELB
ELB
ELBOWS
MAX 1% PIPE SLOPE THIS SIDE OF ELBOW
3 TONS, 11 SY GEO
CLASS B RIPRAP
15"b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
SEE PFL FOR CHANNEL CHANGE GRADE (3.56%)
-Y2- STA. 123+47 TO 124+00 LT
Ground
Natural
b=5 Ft.
B=3 Ft.
Min. d=2 Ft.
Min. D=2 Ft.
DETAIL 46B
Ground
Natural
Exist. Channel
Fill Slope
Proposed
KEYED-IN (TYP.)
CLASS I RIP-RAP
XX TONS
Type of Liner=Class I Riprap
2:1
BACKFILL
COMPACTED
CHANNEL W/
FILL EXISTING
2:1
2.0'1.5:1( Not to Scale)
ROCK FILL IN POND
-Y2- STA. 120+00 TO 122+50 LT
DETAIL 46A
Proposed
Existing
Earth Fill
Elev.=1974.5
5'
NATURAL RIP-RAP
Elev.=1972.5
N.W.S.
TB 2GI-A
REMOVE HW
P
PLUG
P PLUG
FILL
FLOWABLE
REMOVE
P PLUG
P
PLUG
FLOWABLE FILL
DO NOT BURY INVERT
XX TON, NO GEO
CLASS II RIPRAP
SEE DETAIL 46C
RIPRAP AT EMBANKMENT
( Not to Scale)
RIPRAP AT EMBANKMENT
2.0'
Type of Liner=Class II Rip-Rap
-Y2- STA. 112+28 RT
DETAIL 46C
16'
Outlet
42" Pipe
1
8
"
DI
TB 2GI
O
O
O
O O
O
O OO
XX TONS
NATURAL RIPRAP
SEE DETAIL 46A
ROCK FILL IN POND
(-)1.888
(-)1.888
STECOAH CREEKSTECOAH CREEK
(PH)
CREEK (SCD)
UT TO STECOAH
(PM)
(PL)
CREEK (SCB)UT TO STECOAH SCBSCB
UNK. SIZE PIPE
UNK. SIZE PIPE
SUSPECTED POND OUTLET
& FILLED WITH DEBRIS.
ESTIMATED 18" CMP CRUSHED
PIPE NOT FUNCTIONING.
FLOW @ SITE VISIT
1 FIRE HOSE AMOUNT OF
(FUTURE BRIDGE LOCATION IS APPROXIMATE).
PER CONVERSATION WITH CONTRACTOR ON 3/17/21.
TO REPLACE BRIDGE HERE IN NEXT FEW MONTHS
CONTRACTOR COMPANY BOUGHT OUT HOUSE & PLAN
3' BASE
PERCHED 1.0'
0.2' FLOW
3' BASE
30" CMP (NOT 24")
100% BURIED
PIPE INLET
BERM FAILING
DIAMETER RISER
SMALL (SAY <6")
F
F
F F F
C C C C
F
F F
F
F F F
F F
F
F F F F F F F F F F
F
F
F F F
C
F C
F F F
C C C C C C
C
F F F F F
F F F F
F
F
F
F
F F
19501950
1950 195019501950195019
5
0
19
5
019601960
19601960196019601960196019601960196019601960196019601960
1960
1
9
6
0
19
6
01970197019
7
0
19
7
0
1970197019701970197019701970
1980198019801980198019801990
1990199019901990200020002000200020102010201020102020202020202020203020302030203020402040204020402050205020502060206020602060207020702070207020802080208020802090209020902090210021002100210021002110211021102
110
2120212021202130213021302140214021502150216021602170217021802
18
0 219022002
2
1
0NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
FOR -Y2- PROFILE, SEE SHEET NO. 75
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_47.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO. 46MATCH LINE STA -Y2- 124+00.00MATCH TO SHEET NO. 48MATCH LI
NE STA
-Y2- 138+00.00A-0009CC 47
12513013502020100010203040302 010001020236' TYP+11.43CR 0436' TYP+73.96PI Sta 132+08.73
D
L = 642.52'
T = 329.30'
R = 1,190.00'
-Y2- PC 128+79.43
-Y2- PT 135+21.96
PI Sta 142+30.76
D
12'12'12'12'12'12'
2'-6
"C&G
2'-6
"C&G
2'-6"C&G
2'-6"C&G
8'FDPS
8'FDPS
8'FDPS
8'FDPS
2
0'DR
20' R 25' R
+02.7230'R +70.97190'R
10' MULTIUSE PATH
642.53' TAPER
18'18'24'12'
50' R
EST. SY
SEE NCDOT RDY STD 275.01
-Y2- STA. 117+75 TO 128+25, RT
ROCK PLATING
W/ HANDRAIL
10' MULTIUSE PATH
PROP. DRIVE
PROP. DRIVE
PROP. DRIVE
DB
2
5
2
PG
7
4
4
W
ILL
IAM
D
. IVEY
DB
3
4
3
PG
6
3
RANDALL
W
IL
SON
, ET
AL
BY
2
7
-14
2
SHED
S
WD
GR
GRBST
BST
BST
WALK
ROCK DECKDECK
1 SFD
CONCCONC
GR
GR
GR
GR
GR
GR
1 S
MTL
BUS
(STORAGE UNITS)
1 S MTL BUS
(STORAGE UNITS)1 S MTL BUSS
POWER OUTLET BOXES
SR 1230 (HYDE TOWN RD.)
16' BST
BY27-143
NC 28 (FONTANA RD.)
24' BST
CONC
CONC
PLATFORMWD
SIGN
BST
BST
BST
GR
GR
1 SF BUS
UNITRENTAL1 SF
CONC CONC
CONCGR
GR
GR
1 SFD
MARKERF/O
EIP
EIP
EIP
EIP
EIP
1 SBW
1 SBW
AXLE
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
TANK
SEPTIC
DRAIN
LINES
JAMES R. HYDE, TRUSTEE
DB 252 PG 224
KICKSTAND LODGE, LTD.
DB 243 PG 455
DAVID R. HYDE
DB 284 PG 61
JAMES R. HYDE, TRUSTEE
DB 252 PG 224
DB 366 PG 138
CIRCLE G MANAGEMENT, LLC
MICHAEL CABLE, ET AL
DB 373 PG 578
DB 347 PG 257
WILLIAM M. HYDE
DB 347 PG 253
DRILLING, LLC
GRAHAM WELL
SPIKE NAIL IN BASE OF 18" WALNUT
-BY27- STA. 131+59.00 38' LT.
BM#34 ELEV. 1956.92'
SCG
S
C
F
POND
12
4
12
5
12
6
12
7
12
8
129
130
131 132
133
134
135
136
137
138
v
CUL6
CUL5
CUL4
CUL
1
CUL2
CUL3
CE1
HW1
CUL
12
CUL7
CUL8
CUL9
CUL
11
CUL10
HW
2CE2
CONC
BOX
CULVERT
10'X
9' S
INGLE
BARREL
GREU TL-3
GREU
TL
-3
G
REU
TL
-3
GREU TL-3
GREU TL-3
-Y2- CURVE DATA
SE = 0.04
DS = 55 MPH
CB-F
CB-G
ELBOWS
4701
4702
1 TONS, 5 SY GEO
CLASS B RIPRAP
ELB
ELB 15"ELB
ELBOWS
4707
1 TONS, 5 SY GEO
CLASS B RIPRAP
CB-G
4706
ELB
GRADE TO DRAIN
CB-G CB-E
CB-F
CB-F
4703
4704
4705
RCP
-IV
15
" 15"DDE=XX CY
SEE DETAIL 47A
CHANNEL CHANGE
b
2:1d
D
( Not to Scale)
B
CHANNEL CHANGE
1"/Ft.
SEE PFL FOR CHANNEL CHANGE GRADE (3.56%)
-Y2- STA. 124+00 TO 125+20 LT
Ground
Natural
b=5 Ft.
B=3 Ft.
Min. d=2 Ft.
Min. D=2 Ft.
DETAIL 47A
Ground
Natural
Exist. Channel
Fill Slope
Proposed
KEYED-IN (TYP.)
CLASS I RIP-RAP
XX TONS
Type of Liner=Class I Riprap
2:1
30" RCP-IV30" RCP-IV30"ELB
ELBELBOWS
15" RCP-IVRETAIN
CB-G 15"15"1 TONS, 5 SY GEO
CLASS B RIPRAP
1 TONS, 5 SY GEO
CLASS B RIPRAP
( Not to Scale)
3:13:1D
b
1"/Ft.
LATERAL V GRASSED DITCH
SEE PFL FOR DITCH GRADE (0.5%)
-Y2- STA. 129+94 TO 131+00 LT
Ground
Natural
SLOPE
FILL
DETAIL 47B
b=3 Ft.
Min. D=1.5 Ft.
ELB
ELBELBOWS
ELBOWS
ELB
ELB4709
4708
4711
4710
4716
4715
4714
4713
4712
DDE=XX CY
LATERAL V GRASSED DITCH
TIE TO EXISTING PIPE
2GI-D
E471
BENCH ELEV=1951.4'
CHANNEL CHANGE/
DDE XX CY
EXCAVATION
EASTERNMOST BARRELS
LOW FLOW IN
BOULDERS TO MAINTAIN
SINGLE LINE OF 3'x2'x1'
D/S WITH 3@10'x9' RCBC
RETAIN AND EXTEND
EASTERNMOST BARRELS
LOW FLOW IN
BOULDERS TO MAINTAIN
SINGLE LINE OF 3'x2'x1'
( Not to Scale)
RIPRAP AT EMBANKMENT
Grade
Ditch
2.0'
5'min.
Type of Liner=Class II Rip-Rap
-Y2- STA. 129+94 LT
DETAIL 47C
Looking Downstream (Not to Scale)
@ U/S Face
Approx. Natural Ground
SILTED MATERIAL
REMOVE EXISTING
3@10'x9' RCBC
3'x2'x1' BOULDERS
SINGLE LINE OF Min. d=4 Ft.
Length=22 Ft.KEYED-IN (TYP.)
BANK STABILIZATION
CLASS II RIP-RAP
d MA
X
1.5:1
-Y2- STA. 128+47 RT
DETAIL 47D
CULVERT INLET CHANNEL DETAIL
MA
X
1.5:1
3@10'x9' RCBC
Looking Downstream (Not to Scale)
KEYED-IN (TYP.)
BANK STABILIZATION
CLASS II RIP-RAP
d
Min. d=4 Ft.
Length=56 Ft.
@ Proposed D/S Face
Approx. Natural Ground
CHANNEL CHANGE
EXCAVATION FOR
3'x2'x1' BOULDERS
SINGLE LINE OF
MAX1.5:1
d
-Y2- STA. 129+26 LT
DETAIL 47E
CULVERT OUTLET CHANNEL DETAIL
XX TONS CLASS II
CHANNEL DETAIL 47E
SEE CULVERT OUTLET
BANK STABILIZATION
XX TONS CLASS II
CHANNEL DETAIL 47D
SEE CULVERT INLET
BANK STABILIZATION
2GI-A
REMOVE REMOVEREMOVEREMOVE 21 LF
XX TONS, NO GEO
CLASS II RIPRAP
SEE DETAIL 47C
RIPRAP AT EMBANKMENT
DRAIN
GRADE TO 15"O OO OO OO18" CMP~12" HDPE~18" CMPOF PIPE EXPOSED)
(HOLE WITH TOP
POSSIBLE FAILURE.ONLYDIRECTION 7.6' TO BOTTOM
4.8' TO INV IN
VERTICAL CMP PIPE DIUT TO STECOAH CREEK (SCH)UT TO STECOAH CREEK (SCG)
STECOAH
CREEK
STECOAH CREEK
STECOAH CREEK
(PG)
CREEK (SCD)UT TO STECOAH
CREEK (SCC)UT TO STECOAH CREEK (SCF)UT TO STECOAH ELEV.=1961.85-Y2- 132+47.59LOW POINT(-)1
.8
8
8
(-)2
.2
5
2
(-)2.252
(-)1.008
(-)1.008 (+)6.394ELEV=1,961.85'-L- STA 132+47.59LOW POINT
F
F
F
F
F
F
F
F
F
F
F
F
F
F F F
C
C
C
C
C
C
C
C
C
C
F
F
F
F
F
F
F
F
F
F
F
F
F F F F F
F F
F
F
F
F
F
F
F
F
C
1930194019401940194019401950195019501950195019501950195019601960196019601960196019601960
19601960 19701970197019701970197019701970197019701970
19801980198019801980198019801980198019801980
1980199019901990199019901990199019901990
199019901990200020002000200020002000200020002000201020102010201020102010
20102010201020202020202020202020202020202030203020302030
203020302030204020402040
20402040204020402040205020502050205020502050205020602060206020602060206020702070207020702070207020802080208020802090209020902090210021002100210021102110211021202120212021202130213021302130214021402140215021502150216021602170217021802180218021902190220022002210221022202220223022402270NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
FOR -Y2- PROFILE, SEE SHEET NO. 76
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_48.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO. 49MATCH LINE STA -Y2- 152+00.00MATCH TO SHEET NO. 47MATCH LINE STA -Y2- 138+00.00A-0009CC 48
140145020201000102030405060708+05.0336' TYP
PI Sta 142+30.76
D
L = 294.56'
T = 147.29'
R = 12,000.00'
PI Sta 152+17.13
D
L = 1,013.07'
T = 548.10'
R = 1,070.00'
-Y2- PT 143+78.03
-Y2- PC 140+83.47
-Y2- PC 146+69.03
8'FDPS
8'FDPS 8'FDPS8'FDPS12'12'12'
1045' LANE
DROP
TAPER
DRIVE
PROP. ASPHALT 12'24'+2050' R
8'R
30' R
DO NOT DISTURB
142+00, RT
-Y2- STA. 139+50 TO
SHOULDER BERM GUTTER
PROP. DRIVE
PROP. DRIVE
TMTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
MTL
M
T
LBY27-144
BY27-145
BY27-146
NC 28 (FONTANA RD.)24' BST
HOUSE
BATH
MARKER
F/O
GAS
PUMP
GAS
BOLLARDS
CONC
BST
BST
BST
POPLAR HILL (PVT)M
TL SHED1 SF BUS
BST SHOULDER
GR
GR
GR DECK1 SFDSHOP1 SF
BY27-1474SBW
4SBW4SBW
60"
W
W
60" WW
BST
EIP 6 SBW60" WW
60" WW
GATE
GATEWOODS
WOODS
WOODS
WOODS
WOODS
WOODS WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
WOODS
W
O
O
D
S
W
O
O
D
S
W
O
O
D
S
W
O
O
D
S
TANK
SEPTIC
DRAIN LINET. J. EDWARDS
DB 191 PG 512
DB 243 PG 455
KICKSTAND LODGE, LTD.
MICHAEL HOLDER
DB 169 PG 194
CIRCLE G MANAGEMENT, LLC
DB 366 PG 138
T. J. EDWARDS
DB 191 PG 512
DB 169 PG 194
MICHAEL HOLDER
SPIKE NAIL IN BASE OF 12" DBL POPLAR
-BY27- STA. 149+71.00 64' RT.
BM#35 ELEV. 2036.22'
S
DVSDV138
139
140
141
142
143
144
145
146
147 148
149
15
0
151152vv
HW
CONC
INV=1949.95'
INV=1940.95'
INV=1975.29'
60" CMP
INV=1988.92'
HW
CONC
18" CMP
HW
CONC
18" CMP
INV=2009.38'
INV=1984.26'
18" CMP
2
4" CMP36" CMP18" CMPINV=2039
.04
'
INV=2012
.73
'
18" CMP
HW
CONC
18" C
MP
GREU TL-3
GREU TL-3
GREU TL-3 GREU TL-3
GREU TL-3
GREU TL-3
-Y2- CURVE DATA
SE = NC
DS = 60 MPH
SE = 0.08
DS = 55 MPH
3:1
D2:1( Not to Scale)
SPECIAL CUT DITCH
SEE PFL FOR DITCH GRADE (0.5%)
-Y2- STA. 139+00 TO 139+34 RT
DETAIL 48A
Min. D=1.0 Ft.
Ground
Natural Slope
Ditch
Front
HW4801
4802
4803
4804
REMOVE HW
XX TONS, NO GEO
CLASS I RIPRAP
SEE DETAIL 48B
BANK STABILIZATION
FS
FS
FS
FS
2GI-D
2 TONS, 7 GEOTECH
CLASS B RIPRAP
4812
( Not to Scale)
BANK STABILIZATION
Ground
Natural
Ground
Natural
(Variable)
CHANNEL BEDEXISTING BANKEXISTING BANK
d
Min. d=3 Ft.
Length=20 Ft.
DETAIL 48B
KEYED-IN (TYP.)
CLASS I RIP-RAP
-Y2- STA 141+75(134' LT) TO 141+86(151' LT)2:1D
4:1
d
( Not to Scale)
SPECIAL CUT DITCH
DETAIL 48C
Type of Liner=Class B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
d=1.5 Ft.
Min. D=2 Ft.
SEE XSC FOR DITCH GRADE
-Y2- STA. 143+50 TO 144+50 RT
XX TONS, XX CY GEO
CLASS B RIPRAP
SEE DETAIL 48C
SPECIAL CUT DITCH
ELB
ELB
(ELBOWS)
WITH GASKETS
ROD AND LUG
THIS SIDE OF ELBOW
MAX 1.0% PIPE SLOPE
1
8
" CS
P
3 TONS, 11 GEOTECH
CLASS B RIPRAP
4805
BDO
SEE DETAIL 48D
FALSE SUMP
2GI
2GI
SEE DETAIL 48D
FALSE SUMP
2GI
3 TONS, 10 SY GEO
CLASS B RIPRAP
18"18"18"18" CSPELB
ELBOW
ELB
ELB
THIS SIDE OF ELBOW
MAX 1.0% PIPE SLOPE
GASKETS (ELBOWS)
W/ ROD AND LUG
XX TONS, XX SY GEO
CLASS II RIPRAP
CUT TO FILL TRANSISTION
4810
4809
4808
4807
4806
4811
SEE DETAIL 48D
FALSE SUMP
8:1 4:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 48D
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-Y2- STA. 149+87 RT
-Y2- STA. 147+87 RT
-Y2- STA. 145+87 RT
C Proposed Ditch
6' DIA. MH w/ MH LID
w/ MH LID
6' DIA. MH 60" WSP (TRENCHLESS)P
PLUG
P
PLUG
FLOWABLE FILL60" CAAP60" CAAPP
PLUG
P
PLUG
F
LOWABLE
FI
LLREMOVE HW
P
PLUG
PPLUG
REMOVE 20 LF
P
PLUG
P
PLUGFLOWABLE FI
LLREMOVE HW
REMOVE
DO NOT BURY INVERT
GASKETS (ELBOWS)
W/ ROD AND LUG RETAI
NELB
ELB
1
8
" CSP2:1 2:1
S=Toe of Slope
S
( Not to Scale)
FALSE SUMP
DETAIL 48E
Traffic Flow
Outside Ditch
-L- STA. 142+67 RT
TOE OF FILL
1.0'SMIN. ELEV=1997.0
SEE DETAIL 48E
FALSE SUMP
TB 2GI
XX TONS, XX SY GEO
CLASS I RIPRAP
SEE DETAIL 48F
TOE PROTECTION
SEE DETAIL 48A
SPECIAL CUT DITCH15"4813
4814 OO
O
-Y2- STA 141+20 TO 142+25 RT
-Y2- STA 139+34 TO 141+09 RT
Fill Slope2:1 or Flatter
b=3 Ft.
d=1 Ft.
Type of Liner=Class I Rip-Rap
b
DETAIL 48F
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
XX TONS, XX SY GEO
CLASS I RIPRAP
SEE DETAIL 48F
TOE PROTECTION
BURY INVERT
DO NOT
GRAVEL DRIVE.
DITCH FLOWS ACROSS
FLOWING WATER ON SITE VISIT
SPRING BOX OUTLET WITH
EXISTING SPRING BOX
PERCHED 4'
1' DEEP
4:1 SIDE SLOPES
1' WIDE
EX. DRY CHANNEL
PERCHED 4'CREEK (SDT)UT TO STECOAH CREEK (SDT)UT TO STECOAH (+)6.394(+)2.575(+)6.394
C
C F
F
F
F
F
F
F
F
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CCF
F
F
F
F
F F
F
F
F
F
F
F
F
F
F F
F
F F
F
C C
C
C
C
C
C
CC
19601970
197019701980
19801990 1990
19902000 2000
2000
2000 2010
2010
2010
2010
2020
2020
20202020
2020
2020203020302030 2030
2030
203020302
0
4
0
204020402040
2040
20402
0
4
0205020502050 2050
20502050
2050
2050
2050
20502060206020602060
2060
20602060206020602060
2060206020602060207020702070207020702
0
7
0
2
0
7
0
20702070
2070 20702070
20802080208020802
0
8
0
208020802080
2080
209020902090209020902
0
9
0
20902090 209021002100210021002100210021002100 2100210021102110211021102
1
1
0
21102110211021102120212021202
1
2
0
21202120 21202130213021302
1
3
0
21302130 2130
21402140214021402
1
4
0
2140
215021502150215021502150
21602160216021602160
2160
21702170217021702170
2170
21802180218021802180
2180
2190219021902190
2200220022002200
2210221022102210
222022202220
2220
2230223022302230224022402240
225022502250
226022602260
227022702270
2280228022902290
23002300
23102310
23202330NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_49.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO. 48MATCH LINE STA -Y2- 152+00.00MATCH TO SHEET NO.
50MATCH LI
NE STA

-Y2-
166+00.00A-0009CC 49
FOR -Y2- PROFILE, SEE SHEET NO. 76
ISLAND - SURFACE MOUNTED
PROP MONOLITHIC CONC
1551601650807060504030201000001020304050628' TYP+80.00+09.00748.13' TAPER TO EXISTING1045' LANE DROP TAPERPI Sta 152+17.13
D
L = 1,013.07'
T = 548.10'
R = 1,070.00'
PI Sta 167+46.16
D
L = 1,463.04'
T = 849.28'
R = 1,150.00'
-Y2- PC 158+96.87
-Y2- PT 156+82.10
1045' LANE DROP TAPER
8'FDPS
8'FDPS
31'24'+6519.34'100'R+07.22+83.4924.27'70'R25'R
GRAVEL DRIVE
PROP.+00REPAT PORD ENAL '066
GNITSIXE OT REPAT '015 .TSIXE OT REPAT DNALSI '591+5024'+96.8712'12'12'100' BUFFER
100
' TAPER
+0028'8'FDPS
8'FDPS
2'-6"C
&
G8
"x12"
C
U
R
B
C
A
T
-142'
64
'
-4"
LAYOUT SEE DETAIL SHT 2B-
FOR CONCRETE CURB & DRIVE
LAYOUT SEE DETAIL SHT 2B-
FOR CONCRETE ISLAND
PROP. DRIVE
PROP. DRIVE
U/C
MTL MTL
MTL MTLMTL
MTL
MTL
BY27-147 50.00'BY27-148SR 1235 (GUNTER GAP RD.) 18' BSTGRGRGRGRBY27-150BY27-149W/LTBS
T
ABAND.SH
ED
M
TL PO
LE1 S BR BUSBSTGRGRGRR
E
D
B
AR
N (P
VT)GR1
S
ROCK&MAS
BUS
MTL
P
O
L
E
F
LA
G
W
D

R
A
IL
S
IG
N
C
U
R
B
B
S
TBST
B
O
L
L
A
R
D
S
G
A
S

T
A
N
K4000
G
A
L
D
IE
S
E
L

T
A
N
K6000
G
A
L
W
A
L
L
B
A
R
R
IE
R
C
O
N
C
B
S
T
P
R
IV
A
C
Y
W
D
W
A
L
L
C
O
N
CSIGN GR
BSTBST
GR
GR
GATE
A
/G
WATER
L
INE
E
IP
B
ST
WOODS
WOODS
WOODS
W
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SW
O
O
D
SWOODSWOODSWOODSWOODSWOODSWOODSWOODSWOODS
WOODS
WOODS
WOODS
WOODS
DB 365 PG 480
ROGER HOLDER
MICHAEL HOLDER
DB 169 PG 194
LEONDUS McCRACKEN
DB 261 PG 244
RONALD J. BAKER, JR.
DB 342 PG 811
MICHAEL HOLDER
DB 169 PG 194 LEONDUS McCRACKEN
DB 237 PG 414
WOLF CREEK DEN, LLC
DB 358 PG 230
LEONDUS McCRACKEN
DB 261 PG 244
SPIKE NAIL IN BASE OF 22" POPLAR
N 22°12'25.4" E DIST 94.64'
-BY27- STA. 157+23.85
BM#41 ELEV. 2063.76'
WBM
SPRING
152 153
154
15
5
15615715815916016
1
162
163 164
165
166
INV=2046.86'
INV=1967.34'
DIRECTION
IN
V
=2061.36'
T
O
P=2063.98'
D
IINV=2056
.53'
INV=2058
.76
'
HW
CONC
18
" CMP IN
V
=2046.63'IN
V
=2049.
6
9'18" CM
P
IN
V
=2062.98'
T
O
P
=2065.53'
D
IIN
V
=2062.31'18" H
D
P
E18" HDPE12" CMPD
IT
O
P
=2064.01'IN
V
=2061.74'IN
V
=2059.37'GREU TL-2AT-1
GREU TL-3
GREU TL-3
-Y2- CURVE DATA
SE = 0.06
DS = 55 MPH
SE = 0.08
DS = 55 MPH
DRAIN
GRADE TO
DI18"
REMOVE 29 LF
RETAIN3 TONS, 10 SY GEO
CLASS B RIPRAP
4904
4903
E491
TB 2GI
15" RCP-IV 15" RCP-IVTB 2GI
TB 2GIRETAIN
RETAIN4905
4906
4907
E492
E493
E49418" RCP-IV2 TONS, 7 GEOTECH
CLASS B RIPRAP
4901FS
2GI-D
4902
REMOVE
REMOVE BLIND JB
REMOVE BLIND JB
RETAIN
RETAIN
RETAIN
(TO DISCUSS AT CFI)
OF EXISTING 15" CMP PRIOR TO INSTALLING STR# 4905.
CONTRACTOR SHALL CONFIRM HORIZONTAL & VERTICAL LOCATION
SEE DETAIL 49A
FALSE SUMP
8:1 4:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL 49A
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI
-Y2- STA. 153+86 RT
C Proposed Ditch
PPLUG
P
PLUG FILLFLOWABLE RETAIN
(UNKNOWN INVERT).
EXISTING 24" CMP
PROPOSED SYSTEM INTO
CONTRACTOR SHALL TIE
O
OO
DI
SUSPECTED PIPE
FOUND IN DITCH
PIPE OUTLET NOT
GOOD CONDITION
A-0009DD PLANS
BLIND JB PER
A-0009DD PLANS
BLIND JB PER
PER A-0009DD PLANS
24" CSP HAS 2 ELBOWS
NO PIPE HERE
A-0009DD PLANS
EXISTING 15" BCCSP PER 15" CSPPER A-0009DD PLANS
EXISTING 15" BCCSP
PERCHED 8'
W/ DEBRIS
1/ 2 FILLED
PERCHED 3'66" CSP PER A-0009DD PLANS
CREEK (SDZ)
UT TO WOLF
CREEK (SDZ)UT TO WOLF
CREEK (SEC)
UT TO WOLF
WOLF CREEK
(+)2.575(-)4.459ELEV=2,068.71'
-L- STA 158+47.75HI
GH POI
NT(+)2.575
(-)4.459
ELEV.=2068.71-Y2- 158+47.75HIGH POINTC
C
C
C
C
C C
C CCCCCCF
F F C
F
F
C F
F
C C
C
C
C
FCCCCCCCCC
C
C
C
C
C C C C C
C
C C F
1940195019501950
195019501960
1960
19601960196019701970
19701980198019901990
20002000
20002010
2
0
1
0
201020102020202020202020
2030
2030
20302030
2030
2040
2040
2040
2040 20402050
2
0
5
0
2050
2050
20602
0
6
0 206020702070
2070
2080208020902090
21002100
2100
2110
2110 NAD 83/ 2011CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
804-C N. LAFAYETTE ST
TGS ENGINEERS
FOR -Y2- PROFILE, SEE SHEET NO. 77
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/1/2021X:\NCDOT\A-0009\Hydraulics\MERGER\A-0009 CC\CC 4B\Plan Sheets\A-0009CC_Rdy_psh_50.dgnUser:zrichard8/17/99INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
MATCH TO SHEET NO. 49MATCH LINE STA -Y2- 166+00.00A-0009CC 50
PI Sta 167+46.16
D
L = 1,463.04'
T = 849.28'
R = 1,150.00'
-L- CURVE DATA
ISLAND - SURFACE MOUNTED
PROP MONOLITHIC CONC
17005806058063
6' TYP+09.00510' TAPER TO EXI
STI
NG-Y2- PT 173+59.92
REPAT PORD ENAL '06624.6'24.8'MLL AND RESURFACE+45+45-Y2- STA. 169+60
END TIP PROJECT A-0009CC
LAYOUT SEE DETAIL SHT 2B-
FOR CONCRETE ISLAND
PROP. DRIVE
PROP. DRIVEMTL MTLM
T
L
M
TL
MTL MTL
BY27
-152
GPS-25BY27-151BSTBS
TGRGRG
R
A
S
S
M
E
D
IA
N
BSTEXPRESSW
A
Y
C
&
GEXPRESSWAY C&GEXPRESSWAY C&G
EXPRESSWAY C&G
GRASS MEDIAN
S 47°53'56" E429.06'S 54°56'23" E206.32'S 54°01'55" E120.43'
S
7
1°
2
6'
2
3
"
E
7
1.
8
4'S 51°38'25" E58.10'S 27°49'53" E57.90'EI
PEI
PWOODSWOODS
WOODSW
O
O
D
S
WOODS
WOODS
W
O
O
D
S
WOODS
WOODS
RONALD J. BAKER, JR.
DB 342 PG 811
DONALD CABLE, ET AL
DB 261 PG 567
SPIKE NAIL IN BASE OF 24" POPLAR
-BY27- STA. 172+21.00 134' LT.
BM#36 ELEV. 2022.34'
S
E
AWolf Creek
WBO
WBPWBN
16
6
167168169170
171
172 173
50-01 v12" HDPE 15" HDPEDS = 55 MPH
SE = 0.06
GREU TL-3
2GI
TB
5001
5002
15" RCP-V2 TONS, 7 SY GEO
CLASS B RIPRAP
RETAI
N(UNKNO
WN INVERT). EXISTING 24" C
MP PROPOSED SYSTE
M INTO CONTRACTOR SHALL TIE OCREEK (
S
DZ)UT TO WOLF CREEK (SEC)UT TO WOLF WO
L
F

CR
E
EK
SUSPECTED PIPE
66" CSP PER A-0009DD PLANSFF
-L-
FOR -L- PLAN, SEE SHEET NO. 35
FOR -L- PLAN, SEE SHEET NO. 36
414 415 416 417 418 419 420 421 422 423 424 425 426 427 428
2,880
2,890
2,900
2,910
2,920
2,930
2,940
2,950
2,960
2,840
2,850
2,860
2,870
2,880
428 434429430431432433 435 436 437 438 439 440 441 442
2,830
2,780
2,790
2,800
2,810
2,820
2,840
2,850
2,860
2,800
2,790
2,780
2,770
2,760
2,750
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
69
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UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
A-0009CC
PI = 415+75.00
EL = 2,932.82'
(
-
)7.2698%
(-)6.6962%
VC = 180'
K = 314
DS = 80 MPH
EL. 2,941.91'
-L- STA 414+50.00
BEGIN GRADE SECTION CC
(+) 0.6790%
EL=2931.31
-L- STA. 419+50.00 LT
END BERM BASE DITCH
EL=2933.46
-L- STA. 419+00.00 LT
BEGIN BERM BASE DITCH
EL=2931.20
-L- STA. 419+33.80 LT
(-) 6.6864%
PI = 422+40.00
EL = 2,888.29'
(
-
)6.6962%(-)6.1925%
VC = 180'
K = 357
DS = 80 MPH
PI = 430+40.00
EL = 2,838.75'(-)6.1925%
(
-)6.6193%
VC = 300'
K = 703
PI = 436+10.00
EL = 2,801.02'
(-)6.6193%
(-
)7.8490%VC = 180'
K = 146
DS = 80 MPH
DS = 55 MPH
PI = 441+00.00
EL = 2,762.56'
(-
)7.8490%(-
)8.0415%VC = 180'
K = 935
DS = 80 MPH
-L-
FOR -L- PLAN, SEE SHEET NO. 37
FOR -L- PLAN, SEE SHEET NO. 38
442 443 444 445 446 447 448 449 450 451 452 453
2,680
2,690
2,700
2,710
2,720
2,730
2,740
2,750
2,760
2,680
2,670
2,660
2,650
2,640
2,630
454 455 456
456 459457458 469460461462463464465466467468
2,580
2,600
2,590
2,610
2,620
2,630
2,640
2,650
2,660 2,590
2,580
2,570
2,560
2,550
2,540
2,530
470
2,520
2,510
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
70
6/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_pfl_Sheets.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
A-0009CC
PI = 447+50.00
EL = 2,710.29'
(-
)8.0415%(
-
)6.9045%
VC = 180'
K = 158
DS = 80 MPH
30" RCP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2706.2
= N/A
= 50
= 19
= 2699.8
= 21
= 2700.0
= 9.8
#3708-L- Sta. 447+52
= 500+
PI = 455+35.00
EL = 2,656.09'
(
-
)6.9045%
(-
)7.9182%VC = 180'
K = 178
DS = 60 MPH
EL=2668.00
-L- STA. 452+81.70 LT
(+) 13.0601%
EL=2672.20
-L- STA. 452+50.00 LT
BASE DITCH
BEGIN SPECIAL LATERAL
EL=2670.39
-L- STA. 453+00.00 LT
BASE DITCH
END SPECIAL LATERAL
(-) 13.2492%
36" RCP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2671.0
= 38
= 50
= 36
= 2670.9
= 40
= N/A
= 19.6
#3719-L- Sta. 452+82
= 50+
PI = 458+65.00
EL = 2,629.96'
(-
)7.9182%(-)6.3091%
VC = 190'
K = 118
PI = 462+50.00
EL = 2,605.67'(-)6.3091%
(-
)8.4676%VC = 340'
K = 158
DS = 55 MPH
DS = 60 MPH
(-
) 8.2100%(
-
) 7.3067%
EL=2609.21
-L- STA. 461+50.00 LT
CUT DITCH
BEGIN SPECIAL
EL=2601.00
-L- STA. 462+50.00 LT
EL=2590.04
-L- STA. 464+00.00 LT
CUT DITCH
END SPECIAL 36" CMP
EXISTING
RELINE
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2627.3
= N/A
= 50
= 75
= 2611.3
= 85
= 2612.6
= 44
#3803-L- Sta. 458+25
= 500+
PI = 466+20.00
EL = 2,574.34'
(-
)8.4676%(-)8.6464%VC = 180'
K = 1006
DS = 80 MPH
36" CMP
EXISTING
RELINE
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2561.5
= N/A
= 50
= 100
= 2538.3
= 110
= 2539.9
= 56.8
#3810-L- Sta. 467+71
= 500+
-L-
FOR -L- PLAN, SEE SHEET NO. 39
-Y2-
1615141312 191817 23 24222120 25 26
FOR -Y2- PLAN, SEE SHEET NO. 39
2,520
2,510
2,500
2,490
2,470
2,480
2,460
2,450
2,520
2,510
2,500
2,490
2,470
2,480
2,460
2,450
470 471 472 473 474
2,490
2,550
2,500
2,510
2,520
2,530
2,540
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
71
6/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_pfl_Sheets.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
A-0009CC
PI = 14+70.00
EL = 2,485.30'
(+)8.0181%
(+)8.5158%
VC = 180'
K = 362
PI = 18+50.00
EL = 2,517.66'
(+)8.5158%(-)0.8792%
VC = 400'
K = 43
PI = 23+30.00
EL = 2,513.44'
(-)0.8792%(-)5.8063%
VC = 415'
K = 84
EL .2,468.46
-Y2- STA 12+60.00
BEGIN GRADE
DS = 80 MPH
DS = 35 MPH
DS = 50 MPH
(+) 9.0%
EL=2474.79
-Y2- STA. 13+73 LT
BEGIN SPECIAL CUT DITCH
EL=2481.72
-Y2- STA. 14+50 LT
END SPECIAL CUT DITCH
36" CMP
EXISTING
RELINE
36" RCP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2487.4
= N/A
= 50
= 55
= 2485.2
= 60
= 2485.5
= 30.1
#3911-Y2- Sta. 14+89
= 500(+)
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2470.8
= 115
= 50
= 90
= 2467.1
= 100
= 2468.5
= 50.2
#3913-Y2- Sta. 13+28
= 100+
PI = 473+62.00
EL = 2,510.18'
(-)8.6469%(+)2.3992%
VC = 115'
K = 10
DS = 15 MPH
EL. 2,511.56'
-Y2- STA 23+01.32, 12'RT
-L- STA 474+19.52 =
END GRADE
02
26 27 28 312930 32 33 34 38353637 4039
2,430
2,440
2,450
2,460
2,470
2,480
2,490
2,500
2,510
2,380
2,390
2,400
2,410
2,420
-Y2-
FOR -Y2- PLAN, SEE SHEET NO. 40
40 41 42 43 44 46 47 48 49 54525345
2,320
2,390
2,330
2,340
2,350
2,360
2,370
2,380
2,400
2,270
2,280
2,290
2,300
2,310
2,320
2,330
FOR -Y2- PLAN, SEE SHEET NO. 41
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
72
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UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
A-0009CC
2,260
2,250
50 51
PI = 26+45.00
EL = 2,495.15'(-)5.8063%
(
-
)6.9412%
VC = 180'
K = 159
PI = 29+00.00
EL = 2,477.45'
(
-
)6.9412%(-)5.3690%
VC = 185'
K = 118
PI = 31+90.00
EL = 2,461.88'(-)5.3690%
(-
)7.8360%VC = 285'
K = 116
DS = 60 MPH
DS = 55 MPH
DS = 55 MPH
EL=2445.82
-Y2- STA. 32+40 RT
BEGIN LATERAL 'V' DITCH
EL=2445.50
-Y2- STA. 32+63 RT
END LATERAL 'V' DITCH
(-) 1.4%
42" CMP
EXISTING
RELINE
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2482.0
= N/A
= 50
= 120
= 2464.4
= 130
= 2465.4
= 64.3
#4002-Y2- Sta. 27+68
= 500+
(-
)7.8360%EL=2412.80
-Y2- STA. 39+00 RT
BEGIN BERM 'V' DITCH
(-) 1.6%(+) 3.7%
EL=2414.00
-Y2- STA. 40+00 RT
END BERM 'V' DITCH
EL=2412.00
-Y2- STA. 39+50 RT
48" RCP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2424.5
= 110
= 50
= 100
= 2424.1
= 110
= 2424.5
= 55.2
#4017-Y2- Sta. 36+01
= 100
PI = 43+30.00
EL = 2,372.55'
(-
)7.8360%(-
)8.1186%VC = 180'
K = 637
DS = 80 MPH
EL=2339.23
-Y2- STA. 46+95 RT
BEGIN CHANNEL CHANGE
(-) 18.60
%
EL=2329.00
-Y2- STA. 47+50 RT
(-) 10.70%54" CAAP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2367.7
= N/A
= 50
= 120
= 2364.9
= 130
= 2365.3
= 63
#4104-Y2- Sta. 43+94
= 500+
PI = 53+00.00
EL = 2,293.80'
(-
)8.1186%(-
)7.9825%VC = 180'
K = 1323
DS = 80 MPH
(-) 14.8
%EL=2253.70
-Y2- STA. 52+00 LT
BEGIN CHANNEL CHANGE
EL=2245.10
-Y2- STA. 53+00 LT
END CHANNEL CHANGE
EL=2250.00
-Y2- STA. 52+25 LT
(-) 6.53%
EL=2302.80
-Y2- STA. 49+50 RT
END CHANNEL CHANGE
(-) 15.50
%42" CMP
EXISTING
RELINE
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2308.3
= N/A
= 50
= 93
= 2304.7
= 100
= 2305.3
= 47.5
#4108-Y2- Sta. 50+28
= 500+
(-) 10.70%EL=2318.30
48+50 RT
-Y2- STA.
54 5655 595857 6160 62 656364 686667
2,220
2,230
2,240
2,250
2,260
2,270
2,280
2,290
2,210
2,160
2,170
2,180
2,190
2,150
FOR -Y2- PLAN, SEE SHEET NO. 42
-Y2-
827778798081767172737475706968
2,140
2,150
2,160
2,170
2,180
2,130
2,120
2,110
2,100 2,060
2,070
2,080
2,090
2,100
2,110
2,120
2,130
2,140
FOR -Y2- PLAN, SEE SHEET NO. 43
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
73
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UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
A-0009CC
(-
)7.9825%EL=2284.0
-Y2- STA. 55+71 RT
END BERM 'V' DITCH
EL=2289.0
-Y2- STA. 55+00 RT
BEGIN BERM 'V' DITCH
EL=2282.6
-Y2- STA. 55+50 RT
(+) 6.7%
(-) 12.8
%EL=2229.0
-Y2- STA. 59+18 RT
BEGIN LATERAL 'V' DITCH
EL=2222.3
-Y2- STA. 59+53 RT
EL=2224.0
-Y2- STA. 59+90 RT
END LATERAL 'V' DITCH
(-) 18.6%(+) 4.5%
24" CSP
PROPOSED
24" CMP
EXISTING
RELINE
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2225.3
= 17
= 50
= 13
= 2224.5
= 14
= 2224.6
= 5.9
#4207-Y2- Sta. 59+74
= 500
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2273.1
= N/A
= 50
= 14
= 2271.0
= 15
= 2271.2
= 7.5
#4203-Y2- Sta. 55+50
= 500(+)
PI = 64+45.00
EL = 2,202.40'
(-
)7.9825%(-)8.7859%VC = 180'
K = 224
PI = 68+00.00
EL = 2,171.21'
(-)8.7859%VC = 180'
K = 253
DS = 80 MPH
DS = 65 MPH
EL=2150.40
-Y2- STA. 67+96 LT
BEGIN STREAM RESTORATION
66" WSP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2164.0
= N/A
= 50
= 200
= 2156.0
= 260
= 2157.6
= 116
#4221-Y2- Sta. 67+82
= 500(+)
(-
)8.0753%PI = 72+25.00
EL = 2,136.89'
(-
)8.0753%(
-
)7.2874%
VC = 180'
K = 228
DS = 75 MPH
PI = 68+00.00
EL = 2,171.21'
VC = 180'
K = 253
DS = 80 MPH
EL=2125.20
-Y2- STA. 73+00 RT
(-
) 8.0%(
-
) 6.8%
EL=2141.20
-Y2- STA. 71+00 RT
BEGIN LATERAL BASE DITCH
EL=2118.40
-Y2- STA. 74+00 RT
END LATERAL BASE DITCH
(+) 4.90%
EL=2152.40
-Y2- STA. 68+26 LT
END STREAM RESTORATION
PI = 79+00.00
EL = 2,087.70'
(
-
)7.2874%
(-
)3
.1241%
VC = 570'
K = 137
DS = 60 MPH
(-) 0.30%
EL=2086.80
-Y2- STA. 76+08 RT
BEGIN STANDARD BASE DITCH
EL=2086.70
-Y2- STA. 76+22 RT
END STANDARD BASE DITCH
42" WSP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2102.6
= N/A
= 50
= 60
= 2092.2
= 65
= 2092.5
= 32.7
#4309-Y2- Sta. 76+00
= 500(+)
-Y2-
8982838485868788 96909192939495
FOR -Y2- PLAN, SEE SHEET NO. 44
2,030
2,040
2,050
2,060
2,070
2,080
2,090
2,100
2,020
2,030
2,040
2,050
2,060
2,020
11010610710810910510110210310410096979899
FOR -Y2- PLAN, SEE SHEET NO. 45
1,990
2,000
2,010
2,020
2,030
1,980
2,060
2,050
2,040
1,990
2,000
2,010
2,020
2,030
1,980
2,060
2,050
2,040
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
74
6/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_pfl_Sheets.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
A-0009CC
PI = 86+90.00
EL = 2,063.02'
(-
)3
.1241%(-)3
.5772%
VC = 180'
K = 397
DS = 80 MPH
PI = 96+55.00
EL = 2,028.50'
(-)3
.5772%(-)1.8876%
VC = 350'
K = 207
DS = 75 MPH
(-)
15.0
%EL=2001.00
-Y2- STA. 109+73 LT
BEGIN CHANNEL CHANGE
EL=1997.80
-Y2- STA. 109+81 LT
END CHANNEL CHANGE
(-) 0.50%
EL=2017.00
-Y2- STA. 99+04 LT
BEGIN CHANNEL CHANGE
EL=2016.60
-Y2- STA. 99+74 LT
END CHANNEL CHANGE
FOR -Y2- PLAN, SEE SHEET NO. 46
1,960
1,970
1,980
1,990
2,000
2,010
2,020
2,030
1,950
1,960
1,970
1,980
1,990
1,950
115113114112111110 124118119120121122123117116
-Y2-
127124125126 131130129128 138132133134135136137
FOR -Y2- PLAN, SEE SHEET NO. 47
1,960
1,970
1,980
1,990
2,000
1,950
1,940
1,930
1,920 1,920
1,930
1,940
1,950
1,960
1,970
1,980
1,990
2,000
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
75
6/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_pfl_Sheets.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
A-0009CC
(-)1.8876%
EL=1963.66
-Y2- STA. 123+47 LT
BEGIN CHANNEL CHANGE
(
-
) 3
.56%
PI = 126+00.00
EL = 1,972.91'
(-)1.8876%
(-)2.2524%
VC = 180'
K = 493
PI = 130+20.00
EL = 1,963.45'
(-)2.2524%(-)1.0084%
VC = 180'
K = 145
PI = 136+15.00
EL = 1,957.45'
(-)1.0084%(+)6.3941%
VC = 1,010'
K = 136
DS = 80 MPH
DS = 60 MPH DS = 60 MPH
EL=1957.50
-Y2- STA. 125+20 LT
END CHANNEL CHANGE
(
-
) 3
.56%
EL=1951.60
-Y2- STA. 131+00 LT
'V' GRASSED DITCH
END LATERAL
EL=1951.07
-Y2- STA. 129+94 LT
'V' GRASSED DITCH
BEGIN LATERAL
(+) 0.50%
30" RCP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 1963.4
= N/A
= 50
= 21
= 1957.6
= 23
= 1957.7
= 8.9
#4713-Y2- Sta. 132+38
= 500(+)
-Y2-
FOR -Y2- PLAN, SEE SHEET NO. 48
FOR -Y2- PLAN, SEE SHEET NO. 49
143138139140141142 152147148149150151146145144
2,020
2,030
2,040
2,050
2,060
2,080
1,970
1,980
1,990
2,000
2,010
2,020
2,030
163 164 165 166162152153154155156157158159160161
2,020
2,030
2,040
2,050
2,060
2,070
2,080
2,090
2,010
2,020
2,030
2,040
2,050
2,060
2,070
2,080
2,090
2,010
1,960
1,950
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
76
6/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_pfl_Sheets.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
A-0009CC
(+)6.3941%
(-) 0.50%
EL=1975.36
-Y2- STA. 139+34 RT
END SPECIAL CUT DITCH
EL=1975.53
-Y2- STA. 139+00 RT
BEGIN SPECIAL CUT DITCH
18" CSP
PROPOSED
60" WSP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 1997.0
= N/A
= 50
= 6.4
= 1996.3
= 7.1
= 1996.5
= 2.7
#4805-Y2- Sta. 142+70
= 500+
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 1976.5
= N/A
= 50
= 170
= 1958.4
= 220
= 1959.9
= 90.4
#4801-Y2- Sta. 141+33
= 500(+)
PI = 151+40.00
EL = 2,054.96'
(+)6.3941%(+)2.5749%
VC = 660'
K = 173
DS = 60 MPH
PI = 159+75.00
EL = 2,076.46'
(+)2.5749%(-)4
.4
5
9
2%
VC = 950'
K = 135
EL. 2,048.59
-Y2- STA 166+00
END GRADE
DS = 55 MPH
24" CMP
EXISTING
RETAIN
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2049.0
= 14
= 50
= 14
= 2048.9
= 15
= 2049.1
= 4.88
EX. 24" CMP -Y2- Sta. 165+20
= 100
10 11
2,880
2,890
2,900
2,910
2,920
2,930
2,940
168166167 171170169
2,070
2,010
2,060
2,020
2,030
2,040
2,050
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED5/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
77
6/1/2021X:\NCDOT\A-0009\Roadway\Proj\A-0009CC Plan Sheets\A-0009CC_Rdy_pfl_Sheets.dgnUser:zrichardDOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
A-0009CC
10 11 12 13 14
2,000
2,010
2,020
2,050
2,040
2,030
-Y3-
2,150
2,160
2,170
2,180
2,190
2,220
2,210
2,200
10 11
FOR -DR4- PLAN, SEE SHEET NO. 42
FOR -Y3- PLAN, SEE SHEET NO. 45 FOR -Y2- PLAN, SEE SHEET NO. 50
-DR3-
FOR -DR3- PLAN, SEE SHEET NO. 35
-Y2-
-DR4-
CORP. LICENSE NO.: C-0275
PH [phone]
SHELBY, NC 28150
201 W. MARION ST
TGS ENGINEERS
PI = 10+35.60
EL = 2,929.50'
(-)13.0
6
2
7
%(-)25.0028
%
PI = 11+52.00
EL = 2,900.40'
PI = 11+67.00
EL = 2,900.70'
(+)2.0058%(+)8.0000%.08
EL. 2,931.54
-DR3- STA 10+20.00
BEGIN GRADE
VC = 30'
K = 3
DS = 15 MPH
VC = 10'
K = 2
DS = 15 MPH
VC = 20'
K = 1
DS = 15 MPH
EL. 2,901.10
-L- STA 420+20.00, 24'LT
-DR3- STA 11+72.03 =
END GRADE
MILL & RESURFACE
169+60DS = 60 MPH
DS = 25 MPH
PI = 11+50.00
EL = 2,036.36'(-)5.3500%(-)6.0000%
VC = 100'
K = 154
PI = 13+25.00
EL = 2,025.86'(-)6.0000%
(-)2.1941%
VC = 100'
K = 26
EL. 2,041.71
-Y3- STA 10+50.00
BEGIN GRADE
02
EL. 2,024.17
-Y2- STA 98+65.57, 18'LT
-Y3- STA 14+02.24 =
END GRADE
(-
) 7.60%
EL=2033.79
-Y3- STA. 11+50 RT
BEGIN SPECIAL CUT DITCH
EL=2030.0
-Y3- STA. 12+00 RT
END SPECIAL CUT DITCH
18" RCP
PROPOSED
30" RCP
PROPOSED
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2031.5
= N/A
= 25
= 2.2
= 2030.8
= 2.8
= 2030.9
= 1.0
#4503-Y3- Sta. 12+00
= 500(+)
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
YRS
CFS
CFS
CFS
FT
FT
FT= 2026.2
= N/A
= 25
= 22
= 2019.9
= 28
= 2020.5
= 11
#4504-Y3- Sta. 13+30
= 500(+)
EL. 2,184.89
-DR4- STA 10+12.13
-Y2- STA 66+33.38, 12'RT=
BEGIN GRADE
EL. 2,205.48
-DR4- STA 11+10.00
END GRADE
VC = 20'
DS = 15 MPH
K = 1
VC = 20'
DS = 15 MPH
K = 2
PI = 10+22.50
EL = 2,184.68'
(-)2.0000%
PI = 11+00.00
EL = 2,204.06'
(+)2 5 .0 0 0 0 %(+)14.2240%