A-0009CB_4B Plans_20210330

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STATE OF NORTH V I d[�( R O Ld I N A
6T TE 6TATE PROI C REFERENCE NO. NO. SREET6
1���� A-0009CB �
DIVISION OF HIGHWAYS
STATE PROI. NO. F. w.PROI.NO. OFSCRIPTION
123
32572.1.14 APD0074178 PE
BEGIN \
32572.2.14 APD-0074178 ROW,UTIL.
V28
P OJE T
28 1235' +
GRAHAM. CO UNTY
32572.3.14 APD 0074178 CONST.
O\
q143
tecoa
O
122 1229
122 �-
g
21
1282
1221
LOCATION. UPGRADE NC 143 FROM SR 1223 (BEECH CREEK
0.5 MILES NORTH OF APPALACHIAN TRAIL
RD) TO
/
J
1218
heOa 81
1214
143
.....
1223`'
TYPE OF WORK: GRADING, PAVING, DRAINAGE, CULVERTS, RETAINING WALLS,
Obbi—i `
r—r1277
1223
%END
AND STRUCTURE
V
129
8
1207 % PROJECT
W
4
° '
MERGER 46 PLANS FOR 4-14-2021
MEETING %e
1?119
VICINITY MAP
BEGIN TIP
PROJECT A-0009CB
-L- STA.
208 + 00.00
�
BILL ROSE RD �O
C1,
OQ OQ�.I
SR /282
o ATHAN GARLAND RD
SWEEE WATER CREEK
�0
V
S S ILL RD o4,
21 2 E�/ ;��
334
3
BEECH
CREEK RD
SSW ETy�ATER
_
3
_L-
NC 143 RD
! EErvvArER
PROPOSED LAND BRIDGE APPALACH/AN TRAIL Sr
3R GUIDELINES WERE USED FROM
FROM —L— STA. 380 + 53 ±
—L— 318 + 00 TO —L— STA 414 + 50
TO —L— STA. 383 +23 ±
TO MINIMIZE IMPACTS TO TRIBAL
END TIP PROJECT A-0009CB
AND USFS PROPERTY.
STA. 414 50.00
INCOMPI.XTF PI.A.\S
NOT USE FOR R/W A°°II151T1°N
DESIGN EXCEPTION
REQUIRED FOR HORIZONTAL CURVATURE
AND HORIZONTAL SSD. —L— +
CLEARING ON THIS
PROJECT SHALL BE PERFORMED TO THE
LIMITS ESTABLISHED BY METHOD
DO UMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
• •
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
V
GRAPHIC SCALES
DESIGN DATA
PROJECT LENGTH
NCDOT CONTACT.WANDA
H. AUSTIN, PE
HYDRAULICS ENGINEER
PLANS PREPARED BY-
PLANS PREPARED FOR:
50 255 0 50
100
ADT 2022 = 6590
ADT 2045 = 8800
K = 11 %
LENGTH ROADWAY TIP PROJECT A-0009CB = 3.911 MILES
TOTAL LENGTH TIP PROJECT A-0009C6 = 3.911 MILES
moor
1�7 TOS ENGINEERS
804-C N. LdFAYETTE ST
SHELBY, NC ze 15o
rf� PH 1704147E-0003
CORP. LICENSE NO.� C-0275
NORTH CAROLINA DEPARTMENT
OF TRANSPORATION
DIVISION 14
252 V�ece?er Rd
Sy--. NC 2.779
PLANS
50 25 0 50
100
D = 57.5 o
/o
—a
T 7 %
P.E.
SIGNATURE:
w
RIGHT OF WAY DATE:
V = 60 MPH
SEPTEMBER 2021
JIMMYL. T�ERRYR, PE
ROADWAY DESIGN
�� a
* TTST =2% DUAL =5%
ENGINEER
�p
PROFILE (HORIZONTAL)
O10
5 0 10
20
FUNC CLASS =
LETTING DATE:
AUSTIN TURNER, PE
®P 8RR��
V
RURAL ARTERIAL
SEPTEMBER 20, 2022
PROJECT DESIGN ENGINEER
REGIONAL TIER
P.E.
SIGNATURE,
PROFILE (VERTICAL)
20/8 STANDARD SPEClFlCATIONS

PAVEMENT SCHEDULE
(,1 PROP. APPROX. 1 1/2" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD.
PROP. APPROX. 3' ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C2
IAT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO
LAYERS.
PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B,
C 4
AT AN AVERAGE RATE OF 110 LBS. PER SO. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT TO EXCEED 1 )2" IN DEPTH.
PROP. APPROX. 2 12" ASPHALT CONCRETE INTERMEDIATE COURSE,
D 2
TYPE I19.00, AT AN AVERAGE RATE OF 285 LBS. PER SO. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00,
D 3
AT AN AVERAGE RATE OF 114 LBS. PER SO. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LSSS THAN 2 112" OR GREATER THAN 4" IN DEPTH.
E1
PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00,
AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD.
PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00,
E 2
AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO
BE PLACED IN LAYERS NOT LSSS THAN 5 112 OR GREATER THAN 3" IN DEPTH.
R 2
EXPRESSWAY GUTTER
R 4
SHOULDER BERM GUTTER
T
EARTH MATERIAL.
U
EXISTING PAVEMENT.
W
WEDGING EXISTING PAVEMENT, SEE SHEET 2A-3 FOR DETAILS
PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE.
C2 D2 E2
C4 D3
Wedging Detail For Resurfacing
q SURVEY
uerall z)nowing mernoa or vveaging
-L- (NC 143 -
*1 11' WITH GUARDRAIL L SWEETWATER RD)
1
8' *10' 12' & 12'
FDPS y SEE PLAN t
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' 1p 1 0.04n ?
0.04 0 0.02 0.02 0
:1) 41 � _ Ti!
GRADE
T
O �'1 POINT
R Q�� GiRADE O El D2 U M
.,P
Exist. VARIES
Ground
(SEE XS—SECTIONS)
TYPICAL SECTION NO. 1
1
*11' WITH GUARDRAIL
Exist.
Tp I 0.
T GRAHIS DE O
Exist.
Ground
*1 (SHT 2A-3)
11 WITH GUARDRAIL
Exist.
Ground
Tp 0.04
O �, C
GRADE TO
THIS LINE
PROJECT REFERENCE NO.
SHEET NO.
A-0009CB
2A-1
ROADWAY DESIGN
PAVEMENT DESIGN
ENGINEER
ENGINEER
INC®NIIDLE
E FLANS
DO NOT USE FOR
A W ACQUISITION
1
k10'
8'
81
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
FDPS
TGS TGS ENGINEERS
.�rj'•
Exist.
-Ground
E104—C N. LAFAYETTE ST
SHELBY 170 4 —000
PH (704) 47 C>.: C
CORP. LICENSE NO.: C-0275
0.04
T V
TYPICAL SECTION NO. 1
El
GRADE TO TO
THIS LINE ?�
Exist.
USE TYPICAL SECTION NO.1
Ground
-L- STA. 208+00.00 TO -L- STA. 268+90.00
4" CONCRETE DITCH
L- STA 269+25± TO 271+75±
L-L- INC 143 - SWEETWATER RD)
*1 VARIES VARIES HANDRAIL i 1,
10' 18' TO 0' TO 12' 9'-6"
8, 12' 6' 8,
FDPS y I t t FDPS ; ---- TYPICAL SECTION NO. 2
C2 Cl W C2 — USE TYPICAL SECTION NO. 2
0 1, 0.04 -L- STA. 268 + 90.00 TO -L- STA. 272 + 50.00
0.0 0`02 RETAINING WALL #7 NOTE:
GRADE (SEE DETAIL SHT ) USE STANDARD DITCH:
POINT -L- STA. 268+90.00 TO -L- STA. 269+25.00,RT
El DU D1
SINGLE FACED CONCRETE BARRIER -L- STA. 272+18+/- TO -L- STA. 272+50.00, RT
2 i 2 E
GRADE TO USE RETAINING WALL:
VARIES THIS LINE -L- STA 269+25± TO -L- STA 272+18±,RT
(SEE XS—SECTIONS)
TYPICAL SECTION NO. 2
1
* 10' 12'
8
FDPS
CL-L- (NC 143 - SWEETWATER RD)
MATCH LINE C
i SEE INSET D (SHT
SEE INSET G (SHT
*1 SEE INSET H (SHT
12' 12' 10' 8'
Q/,9.5"
CiRAUE
POINT
El D2 U
VARIES
(SEE XS—SECTIONS)
TYPICAL SECTION NO. 3
I.04 \Q.1-�O
u N Pam.
�qR, 4•I
GRADE TO
THIS LINE
Exist.
TYPICAL SECTION NO. 3
USE TYPICAL SECTION NO. 3
-L- STA. 272+50.00 TO -L- STA. 360+80.00
Exist.
Ground
a

PAVEMENT
SCHEDULE
Cl
1.5" S9.5B
C2
3" S9.513
D2
2 1/2" I19.00
E1
4" B25.00
T
EARTH
MATERIAL
U
EXISTING
PAVEMENT
W
WEDGING
PAVEMENT EDGE SLOPES ARE
1:1 UNLESS SHOWN OTHERWISE.
SEE SHEET 2A-1 FOR DETAILED
PAVEMENT SCHEDULE.
*1ll' WITH GUARDRAIL
MATCH LINE D
SEE INSET B (SHT 2A-3)
SEE INSET E (SHT 2A-3)
8' *1 VARIES
USE 10' FDPS
-L- STA 383 + 70.00 TO 392 + 71.00 $, 0�12
VAR. FDPS (SEE PLANS)
-L- STA 392+71.00 TO 395+15.00 FDPS
Exist.
Exist.
Ground
Tp 0.04
p �•> C
JP� �1� HRSDDNO
1
* 11' WITH GUARDRAIL
MATCH LINE H
SEE INSET B (SHT 2A-3)
1
8' 10' 12'
TRANSITION TO 10' PAVED 8'
SHOULDER
-L- STA. 375+85.00 TO FDPS
-L-STA 376+85.00 Exist.
Ground bqR
/4•,
Tp 0.04 0.04 0`02
Exist.
Ground
O I•�\ T
p�� GRADE TO
JpR \ THIS LINE
DOUBLE FACED
CONCRETE
BARRIER (TYPE T)
L- (NC 143 -
SWEETWATER RD)
l`
12' *2 12'
VARIES
0
SEE INSET A (SHT 2A-3)
SEE INSET D (SHT 2A-3)
SEE INSET F (SHT 2A-3)
SEE INSET G (SHT 2A-3)
*1
10' 8'
*3 ' *4 t
FO 12'
t
$,
FDPS
ClW
C2
9.51,
�p 1
o; 0`02 0.02
0.04 -0.04,
OQ
GRADE ----
POINT
T �q,P
U
D2
El GRADE TO
VARIES
THIS LINE
(SEE XS-SECTIONS)
TYPICAL SECTION NO. 4
-L- (NC 143 -
SWEETWATER RD)
I
12' _ 115' 12' 12'
4' 8'
y MI .I MIN.t t
1 Cl 9.5" \
POINT
U
VARIES
(SEE XS-SECTIONS)
TYPICAL SECTION NO. 5
MATCH LINE I
PROJECT REFERENCE NO.
SHEET NO.
A-0009CB
2A-2
ROADWAY DESIGN
PAVEMENT DESIGN
ENGINEER
ENGINEER
INCOMPLE
E FLANS
DO NOT USE MR
/ W ACQUISITION
Exist.
Ground
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GS TGS ENGINEERS
804-2N. LAFAYETTE ST
PH [phone]
00
��� SHELBY(70 4 - 150
CORP. LICENSE NO.: C-0275
TYPICAL SECTION NO. 4
USE TYPICAL SECTION NO, 4
Exist.
-L- STA. 360+80.00 TO -L- STA. 375+25±
Ground
-L- STA. 385+65.00 TO -L- STA. 395+15.00
WIDTH
STA TO STA
0' TO
12'
-L- STA. 360 + 80.00 TO
-L- STA. 364 + 10.00
* z
12I
-L- STA. 364 + 10.00 TO
-L- STA. 373 + 33.00
12' TO
15'
-L- STA. 373 + 33.00 TO
-L- STA. 375 + 25.00
22' TO
12'
-L- STA. 385 + 65.00 TO
-L- STA. 389 + 50.00
*1, *4
0' TO
6'
-L- STA. 360 + 80.00 TO
-L- STA. 364 + 10.00 LT & RT
6'
-L- STA. 364 + 10.00 TO
-L- STA. 373 + 33.00 LT & RT
* 3
6' TO
5.5'
-L- STA. 3 73 + 33.00 TO
-L- STA. 375 + 25.00
LT
9' TO
6'
-L- STA. 385 + 65.00 TO
-L- STA. 389 + 50.00
LT
*4
6' TO
9.5'
-L- STA. 373+33.00 TO
-L- STA. 375+25.00
RT
13' TO
6'
-L- STA. 385 + 65.00 TO
-L- STA. 389 + 50.00
RT
Exist.
Grou
O 2.1
0.04 0.04 R \b'�
4:7 -4 P
T �q p
El GRADE TO
THIS LINE ?'I/
TYPICAL SECTION NO. 5
USE TYPICAL SECTION NO. 5
-L- STA. 375 + 25.00 TO -L- STA. 379 + 30.00
NOTE:
Exist. TRANSITION BETWEEN TYP. SECT. NO. 5
Ground AND TYP. SECT. NO 6 AS FOLLOWS:
-L- STA. 379 + 30.00 TO -L- STA. 380 + 05.00
*1
11' WITH
GUARDRAIL
-L- (NC 143 -
MATCH
LINE J
SWEETWATER RD)
SEE INSET B (SHT 2A-3)
i
1
*
8'
12'
12'
12'
22' 12'
12'
10 8'
10'
FDPS
4'
5'I 5' 8'
81.
FDPS
Exist.
Exist.
Ground a,= v
qR
C2
Cl W
C2
ti'
Ground
TYPICAL SECTION NO. 6
k.
9.5
rp
0`04
o`02
0`02
0.02
0.04 0.04
\t,••
USE TYPICAL SECTION NO. 6
-L-
STA. 380 + 05.00 TO -L- STA. 383 + 70.00
T
D2
I POINT
El T
NA
El
U
D2
/ O
`i \
NP
SINGLE FACED
?.
NOTE:
Exist.
GRADE TO
CONCRETE BARRIER
VARIES
GRADE TO
Exi
TRANSITION BETWEEN TYP. SECT. NO. 6
Ground
THIS LINE
THIS LINE
Grost.und
AND TYP. SECT. NO 4 AS FOLLOWS:
_
(SEE XS-SECTIONS)
-L- STA. 383+70.00 TO -L- STA. 385+65.00
TYPICAL SECTION NO. 6
a

PAVEMENT
SCHEDULE
Cl 1.5" S9.513
C2 3" S9.5B
D2 2 1/2" I19.00
E1 4" B25.00
R2 EXPRESSWAY
GUTTER
R4 SHOULDER
BERM GUTTER
T EARTH
MATERIAL
U EXISTING
PAVEMENT
W WEDGING
PAVEMENT EDGE SLOPES ARE
1:1 UNLESS SHOWN OTHERWISE.
SEE SHEET 2A-1 FOR DETAILED
PAVEMENT SCHEDULE.
INSET A: SEE TYP..CH SECT. NO. 1, HT 2A-1
SEE TYP. SECT. NO. 3. SHT 2A-1
10' VARIES
8' 2'-10"
FDPS TO 12'
C2 R2
y�. a
/o
9.5" 0.04 0`02
GRADE TO
D2 El THIS LINE
USE INSET A
-L- STA. 229+00.00 TO -L- STA. 235+36±, RT
-L- STA. 319+50.00 TO -L- STA. 322+00.00, LT
EE TYP. �SECT. INO. 3. SHT 2A-1 INSET C:
b' 10'
8'
Exist. FDPS
ound ,
0_0 0.042 *5„
GRADE TOE
THIS LINE El D2
USE INSET C
-L- STA. 302 + 62 ± TO -L- STA. 303 + 96 ± , LT
NSET H: MATCH LINE C
SEE TYP. SECT. NO. 3. SHT 2A-1
8, .4'
m PROP.GUARDRAIL
m C2 (USE EXTRA DEPTH)
Q R4
0
a 9.5" 0.04 02 —RETAINING WALL #10
0 I D2 El I«
m \�I Exist.
a Ground
USE INSET H
Do
z . -L- STA. 316 + 50 ± TO -L- STA. 317 + 31 ± , RT
iX
-L- (NC 143 - SWEETWATER RD)
PROJECr REFERENCE NO. SHEET NO.
MATCH LINE L
B
Y
MATCH LINE K
i
SEE INSET G
ROADWAY PAVEMENT DESIGN
DESIGN
SEE INSET B
ENGINEER ENGINEER
SEE INSET F
*1
*1
�c 1 8'
10'
12'
12' 12'
10'
8'
INCOMPLE E FLANS
11' WITH GUARDRAIL
VL RSTAP3. FDS95+15
81
t
81
_FDPS
W NOT USE POE ®W ACOUISITION
ONTSEE O 405+68.76
FDPS
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Ground ,= t'q
C2
W Cl
C2
Exist.
Ground
9
;O
r0 0.04
OL_04
0`02
0.02 0.02
0.04
0.04 h
\ ,
DOCUMENT NOT CONSIDERED FINAL
4l
4: 7 J P�
UNLESS ALL SIGNATURES COMPLETED
--
GRADE
TGSTGS ENGINEERS
'L1 T
I POINT
T �q,p
805
Y, NCA 28 50 ST
"\Q
E1 D2
D2
E1
%Q
EL
rrd
\ pN GRADE TO
U
GRADE TO
CORP. LICENSE NO C--0275
.IP ' THIS LINE
THIS LINE 1J
Exist•
VARIES
Exist.
Ground
Ground
NOTE:
-
(SEE XS-SECTIONS)
_
TRANSITION BETWEEN TYP. SECT. NO. 4
AND TYP. SECT. NO 7 AS FOLLOWS:
TYPICAL SECTION NO. 7
-L- STA. 395+15.00 TO
-L- STA. 398+45.00
TYPICAL SECTION
NO. 7
USE TYPICAL SECTION
NO. 7
-L-
STA. 398+45.00 TO -L-
STA. 414+50.00
SEE TYP. SECT. NO. 3, SHT 2A-1
SEE TYP. SECT. NO. 4, SHT 2A-2
SEE TYP. SECT. NO. 5, SHT 2A-2
VAR WIDTH AND SEE TYP. SECT. NO. 6, SHT 2A-3
SLOPE SEE TYP. SECT. NO. 7, SHT 2A-3
SEE X-SECT
4" CONCRETE
/ DITCH
8'
FDPS
C:
RETAINING WALLS 0.04
#8, #9, #11, #12, #13,
#14, #15, #17, #19, #20
(SEE DETAIL SHTS )
El
SINGLE FACED
CONCRETE BARRIER
GRADE T
THIS LINE
INSET D:
SEE TYP. SECT. NO. 3. SHT 2A-1
SEE TYP. SECT. NO. 4. SHT 2A-2
SEE TYP. �ECT. NO. 5. SHT 2A-2
8' *
INSET E MATCH LINE B & D
SEE TYP. SECT. NO. 3. SHT 2A-1
SEE TYP. SECT. NO. 4. SHT 2A-2
USE INSET B
/4" CONCRETE�
/ DITCH
-L- STA. 283+65± TO -L- STA. 288+75±, LT
T T 8'
-L- STA. 290+80± TO -L- STA. 292+75±, LT
°�y 1' � � 13I 13 FDPS
-L- STA. 330+82± TO -L- STA. 333+24±, LT
i
-L- STA. 341+76± TO -L- STA. 344+11±, LT
C2
-L- STA. 344 + 71 ± TO -L- STA. 346 + 76 ± , LT
-� ---
-L- STA. 347+95± TO -L- STA. 350+64±, LT
0.04
-L- STA. 358+77± TO -L- STA. 362+94±, LT
RETAINING WALL #15 0,0$ 0.08P
(SEE DETAIL SHTS )
-L- STA. 369+41± TO -L- STA. 375+25±, LT
-L- STA. 377+15± TO -L- STA, 408+00±, LT *5
T 2
-L- STA. 409 + 50 ± TO -L- STA. 411 + 75 ± , LT
GRADE T El
i0
THIS LINE
of
USE INSET E
NOTE - BARRIER MAY NOT BE AT FACE OF WALL
-L- STA. 352+25± TO -L- STA. 358+77±, LT
ON RETAINING WALL # 15 (SEE PLANS)
-L- STA. 362+94± TO -L- STA. 368+35±, LT
*5 SEE PLANS FOR FPDS WIDTH
INSET G:
MATCH LINE C E & L
SEE TYP. SECT. NO. 3 SHT 2A-1
SEE TYP. SECT. NO. 4 SHT 2A-2
SEE TYP. SECT. NO. 7 SHT 2A-3
PROP.GUARDRAIL
(USE EXTRA DEPTH IF *3 -4')
9.5"1 RETAINING WALL #10, #16 & #18
} / E DETAIL SHTS )
.I, 4
GRADE TOJ _111=-gr6und
THIS LINE
USE INSET D
-L- STA. 316 + 45 ± TO -L- STA. 316 + 50 ± , RT
-L- STA. 317 + 31 ± TO -L- STA. 317 + 62 ± , RT
(*3=4'I *4=4')
-L- STA. 366+75± TO -L- STA. 369+65±, RT
(*3=5.5', *4=10')
-L- STA. 375+25± TO -L- STA. 378+15±, RT
(*3=5.5', *4=10')
INSET F (U—TURN BULB)
MATCH LINE E & K
SEE TYP. SECT. NO. 4, SHT 2A-2
SEE TYP. SECT. NO. 7, SHT 2A-3
1
VARIES 10
0' TO 48' 8,
O' TO FDPS
.05 1 t-
0.
I
-\O Exist.
Ground
9.5" UTPq?
GRADE TO
USE INSET F THIS LINE 4•I TO
?.� Exist
-L- STA. 364+58.00 TO -L- STA. 366+95.00, RT Grot
-L- STA. 392 + 71.00 TO -L- STA. 395 + 09.07, LT
9
'r0
GRADE TO
THIS LINE
�xlsr.
Urouj7d
USE INSET G
-L- STA. 279+50±
TO
-L- STA. 284+00±, RT
-L- STA. 287+50±
TO
-L- STA. 290+00±, RT
-L- STA. 292+15±
TO
-L- STA. 295+00±, RT
-L- STA. 310+47±
TO
-L- STA. 313+40±, RT
-L- STA. 326+00±
TO
-L- STA. 328+25±, RT
-L- STA. 331+75±
TO
-L- STA. 334+50±, RT
-L- STA. 335+94±
TO
-L- STA. 337+62±, RT
-L- STA. 339+10±
TO
-L- STA. 341+47±, RT
-L- STA. 344+13±
TO
-L- STA. 346+50±, RT
-L- STA. 350+17±
TO
-L- STA. 352+22±, RT
-L- STA. 360+04±
TO
-L- STA. 363+61±, RT
-L- STA. 387+16±
TO
-L- STA. 392+19±, RT
-L- STA. 393+69±
TO
-L- STA. 396+71±, RT
-L- STA. 405 + 23 ±
TO
-L- STA. 406 + 66 ± , RT
-L- STA. 407 + 52 ±
TO
-L- STA. 409 + 81 ± , RT
-L- STA. 411 + 00 ±
TO
-L- STA. 413 + 70 ±, RT

z
O
w
-L- CURVE DATA
PI S10 219+9561
,L = 36 39280 (LT)
D = 2' 17' 306a
L = 1,5995P
T = 82820'
R = 2.500.00'
SE = 0.06
DS = 60 )uPH
BEGIN TIP PROJECT A-0009CB
—L— STA. 208 + 00.00
DETAIL 20A DETAIL 20B DETAIL 20C
BANK STABILIZATION BANK STABILIZATION LATERAL DITCH
umL IN— fo b �N u ( Not to Scala) (N. 1° Smle)
a a 1Natural Fill
" Length=14 Ft. Length=l5 Ft.
CHANN L BED Min. d=3 Fl. YFPm" CHANN L BED Min. d=3 F}. Min. D=1.5 H.
en TVmi°ble) n (Po .bl.)
-L- STA 212+83(44' LT) TO 212+E(_5 LT) A- STA 215+37(51' LT) TO 215+47(40' LT) 6=3 H.
-L- STA. 213+50 TO 215+00 RT
SEE XSC FOR DITCH GRADE
m N pQEUNE P31�b PCt 548 US1EE h J ` -
I
PROJECT REFERENCE NO.
SHEET NO.
A-0009CB
20
R,W SHEET NO.
ROADWAY DESIGN
HYDRAULICS
_
ENGINEER
ENGINEER
O
N
INCOMPLE
W NOT USE MR
FE PLANS
/ W ACQUISITION
2
N
N
DOCUMENT NOT CONSIDERED FINAL
ALL SIGNATURES COMPLETED
�}yUNLESS
lv TGS ENGINEERS
II
I� / `
j6" 804-C N. LAFA.YETTE ST
SHELBY, NC 28150
H (704) 47 (D.: C—
CORP. LICENSE 6 C-0275
wA, l
O —to DD5 826 PG
_N _ 22�0 - -% -L- PC 211+67.41 j// - \ J_
�.A
O
���� - --- ----- A
-=_ \ \\` / 2z / CUT TO FILL TRANSITION g -ems / J
ul i /o
CLASS B RIPRAP A / r / / _i
Z ` / 1 — J i --�— — 10 TONS, 22 SY GEO // C
BANK STABILIZATION -/ {� /� �Ll / A �� / /s3E. /
_ — — — SEE DETAIL 20B / ./ �, j / µ S i PS
Z i �� l ei wa ;a'v �E aFO
PROP ASPHALT _DRIVE w CLASS I RIPRAP ar 0
O \\ /— -�3` _ XX TO O GEO �14
a � � TONS, N
r _ _
-_ -,_��� / nL J /� \ y� tee" �/ // ��oYs
�/�l/ / _ �Gi.% V.
BANK STABILIZATION y'/ „\J /� /& i F
/"^' SEE DETAIL 20A GR '
w AT ER CR \ / CLASS I RIPRAP _-- e - \ _ s _ L_J
JS /Y // /_�+- XX TONS, NO GEO��/
�/� CLASS B RIPRAP�' � �'�-� / F a � � � - � � ,--
v I 2 3 TONS, 11 SY GEO / ,V y'/ / / ( INV PERCHED 2 0'vo
B J/ DB 3T3 PC 548 �� (�/// r l d �—I S INV PERCHED 2.0' LLQ� i 4 PG W. �1f�DELINE P. MEENTS. TRUSTEE I / `-y NV INVERT 0.7' 'I'
0 DS 326 PC 496 V 22o9.7a' Rack / -zzlo. a /- _, v 2221.BURY 11 INS'
POOR CONDITION.
F
5 _F
EZW�£A CREE -
w 457
W-- = F � F i- E r-P -_-
S_WV-22A.81'
O
' l
_ i O
F - - UGH \\
ice- E \\ /�
m OQ
� D H IT.
R bRE TL-3 � O
'EDP 8'FDPS _� vG GR ;0 _DFAI
Q7
— — t-
_
— — �� � -
B'FDPS — _ _— - - _i J— _2 31 9 t / / C l l _ 1 / / // / HDPE NF ///��— -
__.REMOVE - . HW 15"CM VE_ i� T9� NI!-�'Tyr__ l // // E ^�
_- �__ -_-� j� 'SIGN_-
_ 222m� � -
- -- MAR F - 1 �LATERA4 V' DITCH-
m 30' TYP SEE DETAIL 20C
� + / DDE 56 Y =
.//ER FIST D.PHILLIPS.JRs Ga
/ t\ 378 PC 264
Fik ASPHALf'D,RIGE` j- 5�/ tS,�a��
--- - - - - �/ / -/�nx1 E cRls�/ /ses ,� j AL
T A I�tPc 46 / / /S Ro' i / sr pwLVPs7i3
Cm DB ST PC 37 `.� [+RNE De. 3-To
p6
�ADELI,NE P. VEENTS. TRUSTEE \ - _ I e @� i w / �IER �'5
----—— DBi26 PC 496 t B�JRY INVERT 0.7' ( �5 �" O g\ //
-m�zz-- J / � T�. /�lil / BST / // /EIP351
/
GAR
- / 5" OF/FCOW
PROP. ASPHALT DRIVE \
i
3�\ _
/ BLOCKED 85%
EIP O %4
II I \
8dH I \ \
\ \ _ _ _ ELIGIBLE AND SA - UNASSESSED SITES
\ FOR -L- PROFILE, SEE SHEET NO. 44

z
O
-L- CURVE DATA PROJECT REFERENCE NO. SHEET NO.
Pt Sto 219+95.6/ PI Sto 234+84.86 DETAIL 21A DETAIL 21B A-0009C8 2/
p = 36' 39' 28.e (LT) p = /2'40' /7J' (RT) SPECIAL CUT DITCH BM OT als ION
D = 2' 17' 30.6' D = r 54' 35.5' Nn 5^el.l F,on � — , .IN-.*� -
3. DNCF a'"r p' d
L = l 599.5/' L = 663.4T Ne, ,a, elope
T = 82820' T = 333J0' �'^ ^a a„D D Leng}h=8 Ft.
R = 2.500.00' R = 5,000.00' w"°' nun. D=1.5 F1. ° DNANNEL BED Min. d=3 F1.
ro,�aN.l
SE = 0.061 / SE = 0.05 -L- STA 222+56(48' LT) TO 222+56(56' LT)
DS = 60 MPH DS = 60 MPR -L- STA 227+16 TO 228+50 RT
SEE PFL FOR DITCH GRADES
IPW
SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
O�1
INCOMPLE
FE
PLANS
2I
�QO it
DO NOT USE MR
/ W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
TGS TGS ENGINEERS
804-C N. LAFAYETTE ST
SHELBY, NC 28150
PH CORP. LI�ENSE NO C--0275
\
0 (O/ p°N� o a I PROP. ASPHALT DRIVE N
BANKSTABIL)ZATI
S \\ \ SEE DETAIL 21B, �ON
F CLASS I RIPRAP PT 2 \ - -_ - - - = , zza - - 27+66.92 -L- PC 231+51.76 � � XX TONS NO GEO
TH
OMAS
DO 177IS RPENtER
DO 94 D 352 c
(+)1905
/ PLOP.SOIL DRIVE
I0g ���
/
PROP. ASP A4TDR�f1ET / \
MrL �/ \ 2we \ GC /
�C/ L RR StiED v -� `- / 7 xLa- E v v�
2 ^ 1 "OPEN — /
cR • : v / �az2z JJH AS'A. CA��$k \..� .� I ���_ Ji.
a J vv — //i/ wo I7q z02 Y / �M� V �i JY — — — �
C �,� l CONC BRIS BLOCKING OUTLFT` ��-77 S u / ,� — LLDYD $CDiTv — -- �i
'BL' STgELEV. 223492' /\ % i .L `� �. `� /� ( ( z N i i \ - /�-v)m-RG io-
_NJ� W 10 NAIL SET' 218+24.00 �� \
W IN SAS 17LT. / \\ - .�
C E OF 18' POPLAR / J ONSRI$^ SY EO• `L ,r -`� / i , _ STANDARD BASED CH \ / CLASS I RI 39 F . O
JS.. I G / / , SEE S I RIPRAP 1_ �- 20 TONS, 39 SY GEa' \ ` N
I
q C A � I / / / 1� CLASS RIPRAP A
REMOVES C - - - - -_ / + `>' '. .� - -/ - - / i - / / I h P XX TONS, NO GE 0' TYP n - L J / Hp Si G \1 \) O - 'NP
=2 - c _� - =
�� - _ - ---
BL 3A
_ to 0
GRADE!_,me Lz- � 1
CSP _ _ N
'REMu
\ �\ �.�� BFUJ
ps
-_-
_ -z Ts" 11cP-W 11 J LI.1
\ % ON— ���— � - II '_—_— _ ��_- "4Sr OORiNV- - __ ______ r 2 - — 2G �►
zz — —_-- —� _ - ,.F �EEIP_ F ' ,^
—rO-i—CZAR AND EXTEND-WOODS70
—pEC
RCP -IV v ST\ _ �S SPECIAE Ci1jAICFL - ——�(Cy'r" DSN
,
/ — $lk
o - _ RR I 1 ( ) a \ \ \ —_ - SEE DETAtt -
-mezzo - _ _ - - --- ztiti - =m -PLASTIC-BOTTOM--VBD��� - ------ /i =_�
---
\-esr xl \ �/ -.A"iALT DR J/ ��� _ -- AL� IS MTL OUS CONC PD4R \ FOR iR --- BN J. HALL ET AL \
oar c4 ��_. _---- --- _ _. THDMAS T.�ARPEbTEI-- _ _ 292 PC il9
\\\ soar a R - WOB&5-� - - _ - -" - - MM
\ I / esr ORr - - _ DB 177-i>G 3D5z _ - - `' cR
�i-/ _O ----- I -ice= - - DB 94 JP 7 - _ - - GR - =�` i`� 4' W
— iEXPRESSWAY- - — — \ l PESE?N R _ — — — _ 0822 — CEI
I �R'�
1�.'-_ IU&IFS= _ _— — _ — i —i — J — — — �i GU9 R = -e62Z — ;n \ \ _
_ —
\\ -�� ____= ¢ - ;; L-TA.zzQ+o-r©-a35�ss - -_ -�_ --- - \
-v - Ow
'S
-�T��A% s aayT-zy
JaREEN-RRE_.` _ .�
0t3GREtF 4RLVE �E w�T'kw- F
- z = - !` m °"
i _-'��� /�=-Iv�n°oroT�% _��__� ���_ ���/m�%/%///i'�� - _ = - �c�z- _ -� \\\\�\\ \\� \ �j//� � l � �_ - _-_ � �� -_ �=--��\��� �\ `y``•
TAPER=
FOR -L- PROFILE, SEE SHEET NO. 44

-L- CURVE DATA 1 PROJECT REFERENCE NO. SHEET NO.
A-0009CB 22
P) Sto 234+84.86 PI Sto 255+20J2
A = 12'40' f7.r (RT) A = 40'44' 05D' fL) DESIGNDWAY HYDRAULICS SHEET NO. _—
D = r 54' 355, D = 2' 36' )57' ROAENGIN ERENGINEER
L = 663.47, L = 1,564J0'
T = 333J0' T = 816.75' Q
R=_3,000.00' R=_2,200D0' INCOMPLE E PLANS
SE SE
DS = 60 �PH DS = 60 7411 �O Do NOT USE MR/w ecOvrstTwN
DOCUMENT NOT CONSIDERED FINAL
\ �TyUNLESS ALL SIGNATURES COMPLETED
GS \� TC S ENGINEERS
804-C L N. AFA.YETTE ST
• SHE(LBY, )NC 28150
-0003
CORP. LICENS476
E NO C-0275
21
PT +/ 4 woods EP _ ___ _ _ _ _ _ — — _ — ✓✓i /% %/�� i
\� ✓�_ _ ���� zz9�/i//� --- A_w _—�� v� — —_ — _ v� �� __ ae�_ /�j/�/��/ j/ //
—
— EIP __��___—�;
BST �
-_-_ _ _ %. i �/ ,%i.��.�- ✓i /;
woods -- z�m' — = -L- PC 247+03.37
y Jc w `� vA) z
_ D
y, Jc .� V v �� yVAAVA� -- --_ ��i� ✓ .
INV PERCHED 13". f _ ///
FLOWING iWATER \ �� ` \ "ABOVE NWSEL WITH JL f J, `C i� \ 2� \ \\\ \� --- ----_-_-
OF 10" 6 b'I HDP s iN--1� `r\WATER-DEPTH IN �1 I I J y J= ___ �aid� ��� \� \ �\\\\\ =rem -/'r-� DEBOR, L 7
l \ D8 390AF R 8 \ \II \ ��!!y\y 1' ��v' x SWEETWATER CREEP..-'i \/ \ x ` `_ \ \ \ \ .\ 2`e0-�- _ _ -
PROP. SPHALT DRIVE
Buev INVIERT-0�4'�— 1 �ml y� D BORAH E.JUSTI —v— —
/ — PR. ASPHALT DRIVE\ \�` \ ✓I ice' DBR200 L �' 88 TH i I �I / { { DB 222 PG 415
\ 1 \ / �' I I -STANDARD BASE DITCH { II t BL- STA. 237+67.00 21 / DB F34 PG Tj0 \ J�
V.
O — d� \q�R \ I I \1\ .WOODS, I CLASS IIRIP II \fix^ /T (\�� \L� / STANDARD BASE DITCH
0 6" HDPE UT ET \ � � II I S? E NAIL DSDET ENE BASE69U.685 ` SEE DETAIL A I MI
\\ \ \ \ 1\ \ 1 _ SSTA _
��22Se \ �� ` I 1 ` SEE DETAIL 22 ,�� �R OPLAR /
O \\\ \ i5 X ' .23' 1I BLZ7 'F' 30' TYP — CLASS , NO_ / L---_ -
INLET ENF� f \ \ l I TYP + Xx TONS, NOV GEO B A XX TONS O fE0 - _ -JS
�v B KI Nw N _ O PHAL��RIVE �z,,,_
-SOIL DRIV VER 10" HDPE i-�.�= \COwC I I 1 `�\-2253.93 —)N 2257.88 _ \'-- — - —JS��v . - 4—�—�1'' —�'/J
Lv, v,, _ -
-f �S�z�/ J 18" HDPE — -S�WE PNATER CREEK �5_ > — .JS _�S
OPEN .JNOT Y4'J--W�2`9:99 i =225 18 — I72' ,{ - = — — i��S JS - _ - J — � i� - - - C' EK L� �ii — —i — — . �— F, /� �%
Y, m PERCHED (i _ --f� —/ -�. Y253.I9 - J _—.�.r — - _- _.--\ _�� _--eLZZ 0 F-._-r F -_ - ` — _—F- _ V,
5 _
S
co Z _
( / --c--F F _ P -_- F GREU-'H'�_ f __ _ -F— F _
^' } _--�- - F---_-_-B_T T T 7 7 T T T
g•FDPS
MI
0
I W 'FDP g N r� - o
J W — — " --
- _ - - - - - _ -
riW
..NV 20 2
\ c —� —--T---- c v _� J PF IETAIL lTc .� sTEPsr�
FALSE SUMP C� �� DEC
') �' REMOVE PROP. / / C C C----____
E �E _ DETAlL,22B A / / AVM I� -- 0
lJJ b -_�' ' � v aLzu — p I
ERT 0.8' \\ \ l { / ✓ ` p i -PW , ASPHALfD VE GR DBL H W
_ 1 \ Y: JO�' V
`1
Z +�, �0 }___v��f w dos °GER LDS PG BI �� -- �_�� /3 RtPr/ v ��� oDS— ;2USI ETENE �. ��
RE IN i
� o IY
GRAVEL DRI j T- `` m2 \ \ \ z J / / ✓ PROP. ASPHALT DRIVE \ ` Ass MED B IEe
U csP � _ v �
is OU ERA
�� Q ✓ RDB 3T8 PG 98 I m� B ED�ARDS _
/ ( BOBBY Ax \\I
- �, DEBORAH E. JUSTICE _yA { DB 304 PG 4 5 PROP. ASPHALT -DRIVE
DB 190 PG 826 `^ A `
,yT \ J 10`yJPEN / / / v 1 f A "'� { ` PER,AROP�TY OWNER.
5, WATER'DEPTH / /-"�`` T� \ \ \ �`.. \ - '--` ZZ / f' �\`` `s s `` 61STINS'z ?G WCTIONS WELL ���� \\\ -TER
\� L
�I - TONS, N \ WO DS ,� s 1 i /\ AND
— 0 / RAIN, tELD / �_ 11` SEED ! RIPRA\ _ - ` / \ �; s ��Cr / ry1B l $ PLfT �� P 1
s` DB Ifi2 G 294� i 't
/ _ _-�.� \ BANK -STABILIZATION
�G 8 DETAIL`?
� rv'
>;5 GEO�-DS H5 G 299
4T5'� —
m h1ANK
o
EK- STA-STA
GUTTER
\-L= STA 229+00 � I �� � — \ __ \ I � y • � _ I
v
-- ✓✓ ,� \VA +/✓3
v320 �U � 20'
r-
JOSEPH A.BRADLEY
U 18' HDPE EIP DB 3T8 PG 72
SUSPECTED PIPE
m—
PROP. ASPHALT DRIVE
m
a
m
a
Cc I
w
c�
w
E
Cc
DETAIL 22A DETAIL 22B DETAIL 22C DETAIL 22D DETAIL 22E
'm SPECIAL CUT DITCH FALSE SUMP BANK STABID2ATION STANDARD BASE DITCH STANDARD BASE DITCH
I (Not. smle) (Not to Scale) (Not. Smlel � _ � I Nn ro BcoL) I Nono 5cmel
Froh Outside low ° No.1.1 No..I Nou'.1 Hou.1
a'roh Traffic FIOW �' d�V d Ground � 5'� Ground Ground � Ground
Nuluml ___ L A'% BIOpa - 1.5' D �.�
G.oend �j 'r�o�os d d
m o a D _ Length=l5 FI.
e o-iry m*a CHANNEL BED Min. d=3 Ff. B Min. D=2.5 Ft. B Min. D=2.5 Ff.
e Min. D=2 Ff. _ IVonabiel
�S-� Min.d=2.5 F1. Mind=2.5 H.
a `� S -L- STA 239+52(37' RT) TO 239+59(50' RT) -When a is < sal 8=4 Ff. -Whary B is < salB=3 FL
F -L- STA. 246+00 TO 247+00 RT S=Toe of Slope TOE OF FILL
0 SEE XSC FOR DITCH GRADE 7 e of user=Class II ai Rp Tyke of Liaer-Class I Ri Ro
o . -L- STA. 239+07 RT -L- STA 239+45(35' LT) TO 239+45(48' LT) -L- STA 245+56(38' LT) TO 245+56(50' LT)
? DAYLIGHT AT 1.0% DAYLIGHT AT 1.0% FOR -L- PROFILE, SEE SHEET NO. 45

z
O
-L- CURVE DATA
P1 Sto 255+20J2
A = 40'44'05.0'(LT)
D=236'15.7
L = 1564J0'
T = 816.75'
R = 2200.00'
SE = 0.07
DS = 60 MPH
DETAIL 23A
LATERAL BASE DITCH
I Nol xelel
b
N—.1
?' Fill
Ground
D� l h�. Slope
d
GEOTFJOIIE
g . D=1.6 FI.
Min
Min. d=1.6 Ff.
'Whey a
i, , 6.0' B=4.0 Ft.
Type of U--Class'I'Ri
Rap b=5.0 Ft.
XX TONS, XVRY GEO
DETAIL 23D DETAIL 23E
BERM 'V' DITCH FALSE SUMP
(Nol to Scalel
(Not}o Scale(
Outside l-
Nnbml / 1 ` Traffic Flow 70 QJ
roan S.J z'I-- P�
Min. D=1.5 Ft. GI
b=5.0 N. f-S— etc.
S=Ditch Slope 4 Proposed Ditch
-L- STA. 258+50 TO 258+68 RT -L- STA. 251+75 RT
-L- STA. 258+68 TO 259+00 RT -L- STA. 252+36 RT
-L- STA. 250+15 TO 250+50 LT -L- STA. 252+50 TO 254+00 RT SEE PFL FOR DITCH GRADES _L_ STA. 253+86 RT
SEE PFL FOR DITCH GRADE (3.9%) SEE PFL FOR DITCH GRADE (4.5%) -L- STA. 255+36 RT
/ -L- STA. 258+69 RT
-L- STA. 258+55 RT
-L- STA. 259+87 RT
-L- STA. 261+94 RT
48" BCCSP AGED MASONRY HW
DETAIL 23B
BERM 'V' DITCH
(Nolro Swle)
Nab.ol
Groan 7�/ 1,�.1 RDWY
Min. D=1.5 Ft.
b=5.0 N.
-L- STA. 251+90 TO 252+35 RT
SEE PFL FOR DITCH GRADE (13.5%)
DETAIL 23C
BERM BASE DITCH
I Nel ro xole)
N.—I \ R-
1'
-d I./
d
D
Min. D=2.0 Ff.
B GEOTEIRILE
Man. d=2.0 Ff.
B=3.0 Ft.
b=5.0 H.
Type of Liner=Class
I Rip -Rap
XX TONS, XX SY GEO
PROJECT REFERENCE NO.
SHEET NO.
A-0009CB
23
PW SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
ENGINEER
INCOMPLE
FE
PLANS
W NOT USE MR
/ W
ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
�}yUNLESS ALL SIGNATURES COMPLETED
GS TGS ENGINEERS
804—C L N. AFA.YETTE ST
SHE(LBY )NC 28150
COR476 P. LIC-0003
ENSE NO C-0275
O O IFUNDEPTH
1' MAXX DEPTH SCOUR HOLE
(� 4' WIDE 15 W/0.3' FLOW DEPTH
COBBLES W/SILT JADES A. CA Tr
(SAME AT INLET) D6 66 PG 433
DUNiik
CLASS II RIPRAP t _
TONS, NO GEO
iyp to
ry
n, LATE E ITCH
f, dU / m SEE DETAIL 23A—
�� o2PGgSTi� / m DOE=xx V I _ —
PG76 / o� / C
23J®—
l; I � _/^ � • y- � /l / / max/ / / � N,2
(+)2.413 \
Lo
^ttO SWE EJ-��W�1R15TRS 1C.�0R' Hl�P1BSaE\CLASSNRI
TONS,
\k ;E O GP
EO
li
C D A.
pyQDERATE
FA 2
\\ .✓ Z � / / ^ D — — \ � \ WIDE � O
�AC_K A. EALHDUN.E T AL.TRUS) TEE
DS 25. PG 196 / r
fv% VT
DEFINED-\✓IIITCF ENDS_��� /�—/�---- / / / / HALL PRLVE ---` \�%\\` �o0D5
FBL_377
MO
RETAIN - - l-,
-F
F F RE
_ _
I �
_ O
I71
s�ai '�, / _ _� F a - - _ _ —E — / / / / j
nrA
k J -- - ��_ ---- Ps _ .. - _ - __-- _ - - '� �-msez �At3t-3uJ� / /j // // �j
�Fp� Pp HD TO BO I ;' - - - -
—kOD�N6o b�I sUNP_
�t --- -- —
- - wlrH- GASKETTS' — --, _ _ - =sEE- eETan — — —
IS F& / - i — — 34'- TtC1P- _ — — _ _ _ — —
ROCK
' i� �-•�� /-- — //ti///`�s=�'�_ — _ _ � — __ — SESLI/nP:— __ =_
__-
HF ROD`A�o
MAL'K .0
� j/1V•PT AL• USTEE-
AND-
5- G J9 _
R�rs-LUG � ���i�SP ALT D IVE sPE e5r� /� //// jam//ice y ��� � y% � ����%m«������ �IIJ�� I � (
Fipl l o - vNrx-cask �� L �-3 S- 9HO<`.�
O �l/ m /�-- 3 GARDEN Hos
zez — o-E��aeRTif OF FLOW
_ BERMBADITCH /�
FALSER w-D3�— =eesz——
//=`4ff -D�T?J 3� 8-DET 16ARDE Ho�SE/ -----SEE-DETAIL23c �, // ///// i --� --_ _—__—_ /ice/i/ /
enn_SAME-n.S—g\, v _ WORTH OFiFLOW / DDe=xx cY ab // �'
- -G UTFAkk FxCEer = ,INtEL b_�FiDF€� .: — — / / c
��JrkET15 / i -- / FALSE SUMP
/ �`-3'1�HDE, 03'ftCDFL� /�// SEE DETAIL 23E / / //
/ — — /TG /
l ice/ i/ — — / /
— _ --- —
%�ii�i���///
/--�
v — /
;
'o
FOR -L- PROFILE, SEE SHEET NO. 45

D°-- —L— CURVE
Pt Sto 269+61Jt
A = 2' 57 08.0a (LT)
D = 0a 28' 38—q
L = 59M8'
T — 297A0'
R = 12A00.W
SE = NC
DS = 60 40H
O
O
O cv'
n
c+) O
`O Z
(V
I F-
J Lu
Lu
aN
O
w F--
Z=
�U
2�
H
Pt St0 274+37.73 DETAIL 24A DETAIL 24B
A = P42' 58.4' (RT) SPECIAL CUT DITCH FALSE SUMP
D = 0 28' 38.9' Nar ra seal°) From Notto Scale) MIN. ELEV=2325.E
L = 359.44' DBch o t de Ditch
T = n9.74' cro roI ?i D F°` SIePe rroi is Hew 07
R = 12=DO' d
SE = NC Geor k Min. D=1 Ft. _
DS = 60 I H Type of Liner= Class B Rip -Rap Min. d=1 F. � S
.J W I�7 S=Ditch Slope 4 Proposed Ditch
SEE STA OR DITCH
TO 2 DE (7. RT
SEE PFL FOR DITCH GRADE (7.4%) -L- STA. 267+13 RT
DETAIL 24C
CHANNEL CHANGE
( Nor ro Scole)
EMerd Rip -Rap 10 top of slope
wl�aro locally sNaPan ro L�5:1
Natural
Ground 7.7 D F�e�ot SIoPe
d Ditch
B
Min. D=2 Ff.
Min. d = 2 R.
B=3 Fr.
Type of Liner=Class I Rip -Rap
-L- STA 275+36 TO 275+62 RT
SEE PFL FOR CHANNEL CHANGE GRADE
mm
TAPED
DETAIL 24D
BANK STABILIZATION
AN� Ft.
d GTBG T'
Length=12
CHNEL B D Min. d = 3 Ft.
IVodoble)
-L- STA 275+73 LT
GPS-12
DETAIL 24E
BANK STABILIZATION
( Nor ro Sc-)
5'min.
N.—I 2 D
Ground
Length=See Below
Type of Liner- Closs ll Rip- p
-L- STA. 267+30 LT L-10
-L- STA. 267+60 LT L=37
1 Nor to Style) ES
RETAINING BOND J�
WALL BREAKER
D B'I
NATURAL
GROUND
4. D== 1.0'
B1.0'
-L- STA. 269+25 TO 271+50 RT ()O( SY)
\ FLO ACROSS DRIVE
1 EIP
SA
22'W. AK
PROJECT REFERENCE NO. I SHEET NO.
PW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER
INCOMPLE¶CE PLANS
DO NOT USE MR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
�}yU��N�LESS ALL SIGNATURES COMPLETED
GS TGS ENGINEERS
— 804—C L N. AFAYETTE ST
SHE(LBY, )NC 28150
COR476 P. LIC-0003
ENSE NO C-0275
- ,------------ SA
-i.
�i
- /DBi�7k7y PC58 -
5,
ROP. ASPHk
SA - ELIGIBLE AND
UNASSESSED SITES
FOR —L— PROFILE, SEE SHEET NO. 46

� -- y � \ '✓ �� � � / /�/// 1 i �/ � // /G//lll///lull///////��////%_i=% _= -- PROJECT REFERENCE NO. SHEET C.
-L- CURVE DATA -Y4- CURVE DATA\I l I I llll lv� //llllllllllllll///� A-0009C 25
'l Sto 287+55.00 l // //�"' RW SHEET NO.
Sto 11+11.35 P1 Sto 20+66.90 P1 S 22+09J1 P o 22+91J4 Ulll t //lull/llllllllll/l//////
= 34'15'00.8"W A = 55'08'53.6"ILTI A = 83'23'00.0"lRT1 A = 5'15'43.9 (L�23'50'55.2'fLTJ1 1A\ ti)/// ./////m////////////////////////////////"-- Rogowgv DESIGN HYDRAULICS
1 = 5' 58' 05.9 1 / / //����-
D = 7P 37' 11.0' D = 76 23' 39.7" D = 18'40 D = 30' 09' 20.4' \ \ m ° I////// l ///// // /// pv
//llllllllllll/lll//� � ENGINEER
= 57387' L = 77.00' L = 109J5' L = 91 L = 79.09'
= 295.80' T = 4/.78' T = 6680' T = 4 . 3 T = 40J2' A� 1VAVv_� ((/llll V %%/////////// lllllll 11 �/l/ll/l //%//%///j i = INCOMPLE E PLANS
= 960.00' R = 80DO' R = 75.00' R = 95.00 R = 190.00' V A �� I ///j///ll l lUl@ l � 11/1 /l /l // / / Do xar USE aon 7w ecnvrslTloH
= 028 (D-Y4- PC 10+69.57 m -Y4- PC 20+OOJO
Y4- PC 2/+59.38 m-Y4- PT 23+30J0
= 55 �PH� m- ii/i�////////%////%%/llllll�lll�llll�I��II�II/
® -Y4- PT 11+46.57 ®-Y4- PT 2/+09.25 ®-Y4- PCC 22+5/Dl ,1 , �/ �"/ia/i�/ / / / / l /l /ll 11 I I I I f v �
�
777
\ v v
BSE
OD SEEEDETAIL 25HITCH l l I V��� ��\wV AAAA
�1.1 WATERLINE (SPRING FEED) N CLASS I XX TONS, �1 _ % / 1 I///� I/ / / / ///�/////�///////// ////�/ /// / / I .� vAA VA A VA A A \ A 2550_ = DOCUMENT NOT CONSIDERED FINAL
THROUGH 72" CMP & INTO 18" CMP OUTLET. XX SY GEO,DDE XX CY / I 1 //// / / ///// / / / / +� - -- A V A v _ _ -
_ 11// / /// /VA V A A UNLESS ALL SIGNATURES COMPLETED
HAVE RECEIVED EMAIL FROM CONCERNED - _ _ _ _ _ _ -`-__�`_--
_ \
////// //%// %/// / / / / / / / -_- - _ _ _ RESIDENT ABOUT THEIR WATERLINE &HOW TO - SA E, ED�IARDS S IYi III /// / / / A - ��� AAA\VA`'S,�AAA VAA���� - _�pgg0�- TC S ENGINEERS
MAINTAIN DURING CONSTRUCTION. _ - - �- - K pB 579 PG11 166 /l ll/� //,/////,/// //l l l_�� v V AAA\V\VA VAA� v _ _ 8O5HEL Y, NC�28150 YETTE 5T
_ I \ INSTALL 30"HDPE TO D NST ^W00�5--.i-/:r/l�ylll �Il11///l ///1111� \�-_���- �_\\\\\\\\\\\\� �_�___-_�, PH [phone]
` wDODS \ U ING�ING pTflEBANKMENT Kr1 /l/1�1 /� I.11 I II IIIIIIIMII�111�1111/11l1111 /llIl/III I I' 1 ` \\ \� �5'�EfP'�`EO�E[ \�\\\\� \\\ \\\\� _�2530 CORP. LICENSE NO.: C-0275
- S/R� \ / (/ -
-CROSS S ION 281+5
l \ '5HA 2 i/!11 z II A I 11�11 vP�tOP. RETAI IT1G WALL-_ -
v ` 1 1111111� v , v v\\
R D L A �I�I,I A vW/CONCRETE DITCH � v�\V A \�eVA \ v��------
\\ v A -�Q VA\VA\VA��,Aa \ VAA���--- - =� PROP. RETAtN1NG,WALL #9
V ,I s N( .)1 �1111111 I' \ VAA� -_BEGIN,,L-STA.283+65 ��eAVA\\\V' VAVv� - W/CONCRETE DITCH /X��
\ CHANNEL_CFLANGE LITERAL BASE CH /\ EI�CDA iK �� ��� �,,'. A VA.__END--L'� .288+75# BEGIN L- STA. 29O -F 84±
NO WATERLINE T�OF-18'%C / ��I ,
PROP. A PHALT DRIVE Lnss 1 xx TONS . ) cuss a xx oNs 1 / E �� m �1111�1111111 \ y - m-- v�� AV AVA\V �y vvv_ - END L SFJ: 292+Z5±
\\ ( SEE DETAIL 25C SEE DETAIL 25 - \ \ \ \\ lol 1 CLASS B RIPRAP \ \ \\ _
v v v 1� v ----
�I I 1. DE XX CY--XXSY GEO DE XX.CS' ' \�&% `-MAX 1% IP�SLaP \\\\ (�v o' �I I�II111111 \\ \�... XX TONS, XX SY GEO A'' pER \ \ \ \\>, _ _-� PROP. ASPHALT DRIVE REOTAININGCVJALLHIND
L-_ POT C77+75 = / SERTIO WOODS `/ o TN15�YD Off, LB II 111 \ Sv`N I I\; \\\ \\ \\\\\ \ PROP. SINGLE FACED T ��G 685 CONC. DITCH-$EHINB qOi F SEE DETAIL 25G
\ _ D / i, IIJJ:1 � . F� a \i POND 11 Ik 1\. I� 1 RA \ - SEDETAIL
ERETAINING C- / _i `` _ _ I TIO B Ct-
1^ i / \ L SEE DETAK�SG yj71'FaN6,NC5
- _
Y T I �IANNEL / / N LINE / 6 �� �/ /�� ���� \\ �\ A�. �. cutvERr uner c � I � B,R•_ � I I PPP IM CONCRETE -BARRIER
SEE DETAIL 258 '�C ��� 11� ,' OP �° / / /' \ g"CS \\\\\\ -- L'V)w - FILL WkR+�L�Vi'RBLE F=_-DOE PROTECTION
EST.60 TON S CLA55 II /. . , j/ I� ��GR �'�' ,y�P� � l _ ' �, i-f l 1 \ I \�\ ,\':`\' _-- - -F8 _AZP R R1b"!E� EST 7 i.% _ _2== DETAIL
EXCAVATIO ` +/-l0 CY /� / WD _ _ _ J - -_ _ - - - - .
51 \ P3��5103�, cM C _ 50 2GI QNS XX SYGEO . Pl 0 � -- �5rsr EEL5P1' CLASS B RIPRAP
�. T TSB I = �� O� EO XXX X DNS,
F
C 80X \ _ -__ _ L _ - - - �i i 2 ROD
g
l ' P ` �
DBLMNIDE J // ' i 6 G FRI�' C • wrzv _=_ / F YS� WITH A SKL S
� J w
� �- - - (EL OW. c� '
__ -
1 5: ItOCSI(�PLATING BLOCKED 0.6' • 1\ 5 E / - �_ ' ' - F 10'-4"FDPS 51
n X _ �- -
1 =
Pf'T" lel� O
RETAIL CONCRETE DITCH
�2'etguNoyrivr
REMOV��4. LF� _ _ (_STA ZB7+5( 3L_
• n 0 _ � N n S _ - _ _ � / � � \ Z365.Fa4. _ _ -�� F 8 25P ''L GC
R`_SW
GAS
rm
EWAO_ AfiFN- 2 15 CS ..2GI
- - - -
G %�- �/ u,alNrmNeo Ri�� Y25-102 V rl EIP �AGR vVALV 'L�1
F
K TS
1 79. 1 / - -R 2s2 ovA HON caftLavD kDd v- Y g1- STA 280+3�8.00 �'F 1 \ V / �V P BFHS�
Z MARK b MAINS DRGR I-;�C `GF ` 1 S �2•?�p1K L BASE �OF �19'; S`r \I -
101 Y\--�1 Ir \11,
OS,10�5 GEO s�� caMT I �� y �i y/✓� �KLBOW L�'J Isry WOD NDLUIZLA-SS P t HDP / WITH GASK T$�ERT OUT - - gs QBM°28 ELEV. 236p 04'/I �-
)ETAIt 25- G - + UU 35' Ll l 1 r 1v _X s err / r nY25- STA. 7 65O 4�POPLAR cneuc€ 1i �O �Ow�Ll7SS71-Rlk R,4P VHF .� .SP E NAIL INBASE OF 7 \v P / sl✓ \
1� "W ./r�
✓/ xegvgr3srD� > �R., / I°peVP�NKE I PT 2
N Q �1LUA� N• cAR7A4D. JR. v I ; cR p
pV p / I I 90+33.07 v ����
pg 115 PG , 1 e, /` gTH L CARRINGER } iCLASS�I I RAh �� I / _ =r
�� CLASS B RIPRAP OLP\ / ``�� IR DEC p 93 PG 683 } I
.i+ O 0KE 1 c ,� o� / 9 T9N O GEO90�11 / I _-
v/ k9T AnPc uND / Wlul N•QARLAfgD w� 0.�V 1� `v
XX TONS, NO GEO 1 \ / t
I
v / DBL IDE-
PROP \ J \ \\ �, 3 \ \ \o
ASPHALT I)/E / / J oR 11 \ e \
-L- PC 284+5920 REBECCA E.GpARLANQ ��v �rLs�
_ _ A MH - 7nERVI�
� - 2D 1f".� AL M- _ -- --•� \ � � 1 DB
BOX_ CUL ITH \ 1
BURIED 1. �� �`'3C:r ,+� ^ , '- \\ \ GULitER[ JET_ 6 . \'� \ \ fsC, 7gg
ib3 \ \ A L _ �?� EIP
ee - ^, •3� �� vV��v D�ra2' _ v _ `- w..,.. „.,H. OVA vvv lu J
OILS SS II RIP
EXCAVA N4 /- Yd
e _ _vAV w000s cR .-
0 \ Y T dQRDAN-- _ _\\ - -\ s ¢ BOLT RUSTED OUT \ ~\
----.- _ TER 2T \\ ` AEU @ INLET
I¢ _ 18 PE -� _ OUTLET PERCHED 2' \_
\
pg IB5 IQ9 i JS BYPASS EN 0
!!""uWWjj19 PG' p - --- OUTFACE STABLE W
----- _ --DB-t94 p FLOW GETS ""1' P THEN
CULSEE VERT INLET CHANNEL m SOME PORTION OF FLOW es sEu BAR'' Nt4
- EST.30ETONAIL S CLASS 11 SHOULDER BERM GUTTER GERDAB DT9 PGA356 ND WOULD FLOW TO 15" CMP. 0@ y5?PCS0 EXCAVATION=+/-25 CY -L- STA.279+50 TO 284+00, P H
a s
DETAIL 25H
DETAIL 25A DETAIL 25B DETAIL 251 INLET CHANNEL D AIL DETAIL 25J OUTLET CHANNEL DETAIL LATERAL BASE DITCH
(No I. scelel
d CULVERT INLET CHANNEL / CULVERT OUTLET CHANNEL (Not ro 5wlel DRIVEWA' (Nor to $cola) b
U (Nor fe Scale) �
I�e1u.�I - jjj�J � I (Nor fa 5wle) �larur Narurol
m �n� oro d PLATING
� � Groun j. `- Fill
tksr JssK G Ep4 18" CMP OUTLET FOUND. Groond ) D 5o:t slope
d PROP. uroI q. N PROP. d PROP. d
G. EKCAWTION EKCAWTION uT - @pT> S Grounr] IXGVATION IX<AVATION rem} \ _ red WATER WAS LITTLE
POOBUBBLING
m CVSS II RIP -RAP F.xSw / UP FROM LITTLE POOL. GEorExrne B
m BA eu srABlumnoN Length=22 Ff. eP`' Length=35 F}. \ Min. D=1.5 Ft.
-N "PI CHANNEL ED d=3 Ft. Min. PROP aR-K sneiuunoN CNANNE BED d=3 Ft. Min. 4 : PROP. 18" CMP WAS BURIED 1. Mn. d=1.5 Ft.
(Vodo61e) CAVATioN IXuvnnoN
Q KEy­ 11 RIP -RAP f% KEYED -IN (TYPI (6.U') c II P 'When B is < 6.0' B=3 Fr.
N PyPI cn NEL ED Length=35 Ft. LT pyP. R� Length=4 Ft. LT 3' TO 4' DEEP 'V' DITCH. b-5 Fr.
-L- STA. 279+OB RT -1 STA. 279+50 RT Type of Liner=Class (Rip -Rap
w podomel Length=22 Ft. RT (Bag Length=30 Ft. RT 1' BASE IN SOME PLACES.
-L- STA 282+00 TO 282+37 LT
Cc -L- STA. 278+41 LT -L- STA. 2 +30 RT,, SEE PFL FOR DITCH GRADE
E
DETAIL 25D DETAIL 25G
° DETAIL 25C DETAIL 25E DETAIL 25F N CONCRETE DITCH
LATERAL BASE DITCH TOE PROTECTION
CHANNEL CHANGE (Nor ro scolel (Norco Scolel FALSE SUMP o BEHIND RETAINING WALL
f. (Not to Scale) Notuwl uftid. Di(Not to Scale) RETAINING (Norco Scole) �E"""S///��L��\
b b Yos^0` O raffic Fllotwh WALL BREAKER N�'
Proposed NoruroI Q 2
a I/Ft Fil^Slope Ground Ground j .\ Fi11 po - 9.
= Na}ural 1 - - r - - d / D so:1 slop= G ound b 1'�Fp`'�o l D B / Grou 3 ?% D J NATURAL
m Clasz Rip Rap (Keyedin) DE LE g d GROUND
m g&izr. Channel Min.D=1.5 FI. d=1 Ft. GI
m Min. D=1.5 Ft. Min. d=1.5 Ft. b=3 Fr. Geme rBe �-5- etc.
B=5 Ft. 'When B is < 6.0 B=3 Ft. S=Ditch SlopeProposed Ditch <• B = 10'
a T of Liner vrClass I Rip -Rap Ra s shown Type of Liner= Class B Ri Ra B= 1 0'
Type ( P- P a ) b=10 Ft. Type of Liner=Class BRip-Rap b=5 F. P- P _ _ _ _ _ _ _ ELIGIBLE AND
-L- STA. 290+08 RT
o -L- STA 279+87 TO 280+72 LT -L- STA 280+74 TO 281+50 LT -L- STA 288+75 TO 289+65 LT -L- STA.283+65 TO 288+75 LT (XX SY,
A UNASSESSED SITES
-L- STA. 290+80 TO 291+00 LT (XX SY)
o. SEE PFL FOR CHANNEL CHANGE GRADE SEE PFL FOR DITCH GRADE (SEE WALL ENVELOPES FOR DITCH GRADE)
? f FOR -L- PROFILE, SEE SHEET NO. 46

D' PROJECT REFERENCE NO. SHEET NO.
-L- CURVE DATA - - - -Y4- CURVE DATA - - / A-0009CB 26
Pl Sto 300+2336 Pl Sto 24+4998 Pl Sfo 26 4722 P/ Sto 27+9296 P/ Sto 29+58 2 Pl Sfo 30 +8980 Pl Sta 33+3/35
A = 3r 4r 090 (LT) A = 62' 20 39J' (RT) A = 33' 29.8' (LT) A = 36' 32 32Xr (LT) A = 28' 20' OA' (RT) A = 7'44' 28.4' (RT) A = 59' 32' 46.6' (LTl �11 ROADWAY �IGN SHEET NO. HYDRAULICS
D - 5'4.i 46.5' D = 60' 18 40e D - 19' 0 ' 549' D - 31' 08' 20.4' D = 2r4 /0.6' D = 5'43 46.5' D = 57' 17' 44,8'
L = 553,03 L = 103.43 L = 175J L = //735' L = 130 L = 135J1' L = 10393' 1 ENGINEER
T = 283.78' T = 575/' T = 90J ' T = 6075' T = 5' T = 67.66' T = 572r r1Po INCOMPLE E PLANS
R = 1,000.00' R = 95DU R = 3 W R = 184.00' R = 00 R = 1.000.00' R = 100.�'
SE = OD8 DO NOT USE MR / W ACQUISITION
DS = 55 MPH m -Y4- PC 23+92.47 -Y4- PC 25+57A5 ®-Y4- PC 28+9/56 ®-Y4- PC 32+74J4
®-Y4- PT 24+9590 -Y4- PT 28+43593 m-Y4- PCC 30+22J4 ®-Y4- PT 33+78.07
(aj-Y4- PT 3/+5725
Pl Sto 34+8366 P/ St 36+3974 Pl Sto 37+06.50 P/ Sto 39+22J/ P/ Sto 40+7638
A = 76' 08' 00.0' (RT) A = 841/' 342' U) A = 10' 12' 57.r (LT A = 116' 14' 31.4' (RT) A = 78' l6' 33J' (LT)
D = 8648 42.4' D = 7823 39.7' D = 2r03 52 D = 7r3T /LO' D = 7r 37' //.0' DOCUMENT NOT CONSIDERED FINAL
L = 87.70' L = 11021' L = 4850' L = 16230' L = 10929' UNLESS ALL SIGNATURES COMPLETED
T = 51.69' T 67Z,6' . T = 243/' T = 128.63' T me 65JO'
R = 6600 R 75A0' i`87R GARLgNRQ = 27 R = 8000 R = 8000 804--C SNE LAFAYETTE ST
Q-Y4- PC 34+N98 ©-Y4- AP +7/98 &Y4- PC 37+93.48 ®-Y4- PC 40+1127 SHELBY, NC 28150
PH [phone]
&Y4- PT 35+19.68 �Y4- PCC 36+ J9 o-Y4- PT 39+5579 CORP. LICENSSE NO.: C-0275
t/ Sr ©-Y4- PT 37 068 PROP. GRAVEL DRIVE
IIII \ BEN R. HE 1
11' A A l l � v �e �9 p' 17L , Er At
CONTRACTOR SHALL PLACE
I� //// AS DIRECTED BY 11-CIABC ON DRIVE
EEENGINEER
V� I\OVA \ � /II I( // �A
ti 1 ri l�lll H(\V `�
\` /(i PROP. RETAININCz WALL \\\\\\ EXPRESSWAY GUTTER
\'R' I I V 'I W/CONCRETE DFTGHI AA A\
s I - v A A\\\V 303 +TA6. 30�+62± TO
BEGIN L STA�9D+$3I� �A AAVA\V � � -
END, -L ST47�f- w A VA VAVA z5zm -L- PT 302+92.61
AAVA
\ v� ��-- N�VAAvAA \ v _ _ -v��II IIIIIIII\VAA - g
CONC DITC D � \ \ \ _ �1 \fie - _ 2550 III II I II I I I I I I I I \ \\\\�j \ \ TO DETAIL
TION
RETAINING SEE DETAIL 6A
SEE DETAIL 26E,ippQ BST :�1L�--�= �\ \ - -- I I \\�//////� �i� ,/j � \
v//% - VAAV _II IIh III A\ �z59m + xTo GEo
t�
T//%/
\1,A / / 4fl
sFri VA �N
-L- PC 297+39.58 \ vv�ti�//jj // /.�I W/ °a
IIII l I V A / / / /H \WIM, A
\/. ( l / / / FUNC O F.L.._A QG 68 //^m/ VIA ��
AIIIIIAAAAVAAAVAAA�vv� vVv y_//// +7.740+�(+)��315//\��� s1pG���
11I\\\AVAAVfieAAVAAAz4yr//
6VROTLC ON
\\\LATERAL BASE DITCH ?, II RII 1
i
- a
/ / /
I
/'� \ TONS, SY GE // EE DETAIL 26D I a I \\\ �\ i / / \// \
W E /� �e^ e�PcoReF�°T�v V /I V / /,�,� 'D;4D4GI
a'FDPs s� T L TONSIXX S L>/
�5/i_'\X GE��\\I\\\\\VAVA\\ V A `t- I'Rk ,r�,.. ,�!.. �G. I B,EOYS ,
Ar
N o o F INV_0 ^._ 0 �6 R' I\I \\\\ \ �1,CT\I� IIII I\\�'///\\ ///� 0-`�BLr...l�\\\ 12iHDP, (
��
PRiOP SOLDRIVE�I
�4� �`_a _ FES SOMe R
,�_, onir 1 yA y' yV �A--- FAALSE stiil,lj'It3 ET �� \� VAVA���AVV�. �, _rC�����,L/
7 l \ \ V / / /AL
��LLJ 2 / ry - `_� SEE DETAIL'26B 41 \ \ \ / \ S 6
C = •' �/ 3,�' 5 _ \ y / FES / a + F CO �♦�
ftftft
i
FILL WITk-6 WA$LE $RL ROD&LU G7 V A
Z = = N NCl/q _ 7 EY 61 �E /� �Q GASKET LBO S)
tt��11 /
r _ ASKET - o '�'✓EE - - F _ / / .
V
_---RI"RAP'7b
- 7TX�TSNS, XX SY GOB
\epSCL B RIP
Y GF \\\
wooer `vAA\
\
2 N
ROSE uuORGA \\\
iJ>D loi- - \ \
L71
!
PJtOR- OIL DRIVEd
c /SHOULDER RER-M GUTTER
`\ L STA. 292+10 TO 295+00, RT
a'�
-SaETA
�(X�ON55\�5t GE0_
v/
S
DITCH.
' / N
..SIDE
o m -
0 0
L ,' obs/i _ass
1 WxI
18" CMP O L€T POO
JOH & PERCHED 4'. _ - - �� ✓ cR -��= ���;
y C. EDARDS. JR. -
OB BB C 197 1" BLACK HOSE THROUGH 1S`C TO DB g NY" D, CRI 2450-� - \
MAINTANCE NOTIFIED 12-29-2020: PIPE A CUT OFF VALVE ON D/S BANK 33 PO 6$0$P 1' IDE X 1' DEE 510 8A Of
FAILURE. BOTTOM COMPLETELY RUSTED OUT \ ASSUMED WATERLINE FROM A SPRING. � DITt i. /
BOTH ENDS. UNDERMINING RD @ D5 AT
LEAST 3'DEEP VOID BELOW D/S EOP DETAIL 26A DETAIL 26B DETAIL 26C N"
EXTENDING AT LEAST 2' UNDER PAVEMENT, TOE PROTECTION FALSE SUMP FALSE SUMP o
MAYBE MUCH FURTHER. ASPHALT FAILING A7 INatm Seoul MIN. ELEV=2505.5
D/S SHOULDER & CRACKED ALL THE WAY INmm scale) INot to swlel
ACROSS ROAD. et o-
Notuml of $ Outside Ditch Outside Ditch
1. p Traffic FlowFlow .1 20;1 TrofFc Flow A 10:1 z.ol.-
Ground A
d GI
d=1 F, t S- -S- etc.
b=3 Ft. -Al.Ge
S=Ditch Sloe 4 Proposed Ditch S=Ditch Sloe 4 Proposed Ditch
Type of Liner=Class B Rip -Rap -L- STA. 297+40 LT -L- STA. 294+86 LT
-L- STA. 293+80 TO STA. 295+00 RT -L- STA.298+28 LT
-L- STA. 293+91 TO STA. 294+31 LT
-L- STA. 304+66 TO STA. 305+00 LT
DETAIL 26D
LATERAL BASE DITCH
1 Nor Bmle)
b
Natural
Groun
r-
d
--LE
g
Min. D=1.5 It
Min. d=1.5 H.
B=3 R.
Type of Liner=Class
I RiVROp b=min 4 Ft.
oF'zz'�c
roB
1% PIPE SLOPE
vAV�VAA\saVAVAVAW
�4T��QWB�I-Tt\Y,'B\ASE_Z,DEEP
AAw�vv ---
LES
\\PROP: L-DRIVE\\\
�-11-3-9i 13-1E" -24 2528.UITLE
�GtNwtrr�So U i ouT.
DETAIL 26E
CONCRETE DITCH
BEHIND RETAINING WALL
I Not to Scala) ryS
RETAINING BOND 11j
WALL BREAKER
'
D
B-y NATURAL
I GROUND
4, D= 1.0'
8= 1.°"
ELIGIBLE AND
ESA
UNASSESSED SITES
-L- STA.291+00 TO 292+75 LT (XX SY)
(SEE WALL ENVELOPES FOR DITCH GRADE)
FOR -L- PROFILE, SEE SHEET NO. 47

-L- CURVE DATA PROJECT REFERENCE NO. SHEET INC.
A-0009C8 27
P/ Sto 311+70.00 P/ Sto 320+83.09 P1 Sto 40+7638 P1 Sto 41+53.87 P/ Sto 43+61.39
CID o-
L = 5445' 45Je (RT) 6 = 32'27429(LT) L = 78r 16' 33.P (LT) L = 15'4T 56.9' (LT) L = 4' 05' 30A' (LT) ROADWAY PIGN SHEET NO. HYDRAULICS
D = 5' 24' 189r D = 7' 32' 20.P D = 7P 3T 11A' D = 23' 52' 237 D = 26 38 524' E O� ENGINEER
L = 1.013J3' L = 43059' L = 10929' L = 66J8' L = 143.44, N z\°sg'17
T = 549.01' T = 221.25' T = 65✓LT T = 33.30' T = 74.96' �2B.26' Q
R = 1A60A0' R = 760.W R = 80A0' R = 240A0' R = 200A0' �P INCOMPLE FE PLANS
SE = 0A8 SE = OA8 m -Y4- PCC 4/+2057 _ no xor USE aoa /w eoavrslTwx
DS = 55 MPH DS = 50 MPH ® -Y4- PT 41+8675 ®-Y4- PT 44+29°86 `\\\\ \\`C<CC I 3 3-SIDED T FU BU ED PVC SUSPENDED FROM UNKNI
\ \ BURIED CONCRETE STRUCTURE (POSSIBLE
Y - +
SPRING
--- _ --
' 30 ; J II II�I� III —\ \ TTALL BOX)
i l I I I I U I i i l l l l l l l 1111111111111 l l l \) -_ _ \ = 2 / I / IIIIIIII I III I I 6g0� \ \ \ \\ \\\\\\\\\\\\\ �2690� cj // 3' TALL SPRING BOX LIKE STRUCTURE
\ - =' - �\\\\\\\ \\\\\\ � ' I //%� \ -. � / WITH 1" DIA. HDPE OUT (FLOWING FULL)
STICKING OUT 1.0'(0.5' BELOW TOP).
\ I I I I I I I I I I I I I I I I rrrl I I I __
\\\\\�\V \\�\\\\�= i%' 2��0j/ / I111 /IIIIIIII IIII / \\\\\'�\\\ j��j �// e,�. PROP. GRAVEL D IV DOCUMENT NOT CONSIDERED FINAL
A\���� ' i/�� ��/�///l/�II III/ IIIII I l - \
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i i — v 11111111111111111111111111111111 _ ;_�\V A\V AV Awe %ice% �_%'��i//N�llllll/IIIIIIII 111/ll// vvv vv _ i/ Nis UNLESS ALL SIGNATURES COMPLETED
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//%i%/ice z6'm% �IIIIIIIIII lllllllll A\V A\
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y/iiii%ii� II IIIIIIVv—%///z6 A\\VA\vvVmaAvv�swvv�� _//�/� �z6a0=///// IIIIIIIII II /_a r I �� III
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j a i/� � �i -'-- \ II I I I I I I I I I I � -C- POC 308+40.7� = , i//�VA�svwvvvv v vvv � �/i ///I i / 11 l "l I W4�L 34R.
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_ - _�v _ _P D -L- PG` 3/8+6/84
I%j1�1AIA\ �-- -- -- � - y - _ I .; //l ./ / /i /// c� ° �—��v �
71
YA /
A
IS C P
\", I I 1 \
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r f// o _ csPTH
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"_- Exl'TINc/C.: �r� REMOVE ESI S ICYEftL ,�P yyo� T ARLE - \OV
40
- g�& JORO `. _ �3¢;�5" 1�` .` \..... \ \ �.,. FALSE SUMP
F / /'G� / _ `\ 2 \ 'S ESTMENT P�4%' b 'E2 SPRIPJG BOX
DETAIL 37�
_ 1qg IIIIII �� JB
_\ afl I \\ _A ROD AND LUG-�i '2 � �, 5 NGPBOX -N w•PLJVITH G �v 710
l 111IIGASKETS j/ P 70 R/NG \ Sl /y I �' T5�' e`\ I
sF S / /l cur ro FILL Tmor�i
�RETE DIT R \
CLASS B RIP RAP
XX TONS, X%SY GE6.�-��_�. --.. vim.<�. \� ��EEP
RETAIN CONCRETE._DLTCFF- -� / // 1/� / I�I Fg4 E s �31 7p. IGASKETS
- rH G sKErs PR�P� V�Lt+dRIV
c
REh�O � � �+'
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v� / / / I N=�o�xGE xx.To �sKGEo- �,� i //►' /// 1y� vv .� vv A _P .
I � .. ,... •..�TMgvE`cb1v�RETE/j/ ////// //a �-///////�// �//�%���—�%�� '� v e�\'�%/ //,; """'�;. % % iT/�ba,X� Z/4�011 III \ \F"'.��V`£1_-':� �}; `.as �� ��2�r.., •'�.\. � � _ A ��'��I,.�,a'- o,�_-
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SS I RFILL RAP i// %/�i'/ I
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I/ I /l l l --_ 2 V I V A \ .A (LED & REPUC€9 WIT ��/
// l ///I till IIII l/ I l vw�vusla�4�oe>�ER�-�D�' 1 V A 1 1 A I I I VAv -�_ I ��� � �;
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E�\ V A V� vvv ++ A
J �_ / // /''/'/// \ //I! �l / /// / // I/ // IIII I II II I II \ \ ` �•\$TAHL�- _2 '3`BA E BANK STABILIZATION`.
\\V\A\\\
+ v
vSEE DETAIL 27DIl PROP. GRAVEL DRIVE PE
S\ %XTONSSS I � OO
AFlV f -16+34J
261�
-
�_��//�I�� w {3
_
EDDBZt Uhl. \ \ I V
-2550- ' I (EROSION BELOW D5 20 LF OF DITCH. \\ ' \ I \ L-OSTA. 3R6BER TO 31E7+31, RT, \ \ \ \ 4E6�, HEE>, 0 5� \\ \ \\\
/I/ —�� \ \ I vSfAAB OUT,FFA L \ v
/I IIII II I I L ��i_�--� A 1'TO 2'DEEP THEN WHERE FS SHOWS _' A \ AA \ \ B �EaOBBLeE,s E
SPRING 4' TO 5' WIDE BY 2' TO 4' DEEP 8Z-� l \ \ \ \ \ \ y� E BASE \
EROSION 'PROP. RETAINING WALL 41dv \ VA \ �',,I Ow bEPTH TSTA.v AV
ENDI� -L--L-STA. 317+62316+45±
DETAIL 27A DETAIL 27B DETAIL 27C DETAIL 270
CONCRETE CUT DITCH TOE PROTECTION FALSE SUMP BANK STABILIZATION \ \ \
( No+1a S.I.) Fmnt 1 No+t. Smle) (N. t. S.I.) G ^ \cn (N.— Scale) ark / .Am—
Nm.r.I a^ DBa ow m`"'� a Ne A A A A V A VJv� AIM 1
Q Outside Ditch IZ,D- \ \ \
7. slope 'I \ /
N. 20:1 \ \ \ \ \ \ \ \
d cro�nd I. b.I Fh' Length=20 Ft.
LT
CONCRETE(4" THICK) d Z..,ch
m•-I CHANNEL BED Min. d=5 Ft.
TYPe o! Liner=Concre+e Min. D=2 Ff. d=1 FL - S- .e on (Y.rl. lel
n0 Sr Min. d=1 Ft. b=sea Below Ge.+e»ne -L- STA 316+04 RT
S=Ditch Sloe C} Proposed
-L- STA. 316+40 TO 317+36 LT Type of Liner=Class B Rip -Rap _L_ STA. 307+80 LT / 1 \ \ \ \ 1\
-L- STA. 318+00 TO 319+23 LT _L_ STA. 310+50 TO STA. 310+85 RT (b=5 k) -L- STA. 310+38 LT \ \ \ _ _ _ _ _ _ ELIGIBLE AND
(SEE XSC FOR DITCH GRADE) -L- STA.311+37 TO STA.312+50 RT (b=3 B) -L- STA. 315+94 LT ,l \I - ESA UNASSESSED SITE$
-L- STA. 313+35 RT (USE 4:1 FOR FRONT & BACK SLOPES)
FOR -L- PROFILE, SEE SHEET NO. 47

o
-L- CURVE DATA
P/ Sto 320+83A9
P1 Sto 328+01.63
A = 32' 27429 (LT)
A = 21*44' OOA' (RT)
D = 7 32' 20.P
D = 4' 05' 33Z
L = 43059'
L = 53/A5' ° r
T = 22125'
T = 26875'
R = 760.00'
R = 1.400.W
SE = OA8
DS = 50 40H
SE = 0.08
DS = 60 VPH
/
G3
DETAIL 28A N�
FALSE SUMP
I Nm to Scule) O
O�
DitchA
ic -�z.o'
Flow 20;1 �-
I
slope 4j Proposed
Ditch
-L- STA. 327+55 LT
-L- STA. 329+59 LT
_ S 49'06'53" W
249.53'
I ( -bmo PT 322+92.43
II
0
w
//,/z
Q1\\\III
()7
52
//
I
DETAIL 28B
CHANNEL CHANGE
(Not to Scale)
D/ \1� G o nd
CIASS RIP) p BExist. Channel
KEYED -IN (IYP.) Length=35 Ft.
Min. D=3.0 Ft.
Type of Liner=CLASS I RIPRAP B=4 Ft.
45 TONS
-L- STA 328+95(78' RT) TO 329+26(57' RT)
iSEE PFL FOR CHANNEL CHANGE GRADE (3.5%)
IN-. Smle) ES
RETAINING BOND ��
WALL BREAKER
D B� ry` NATURAL
GROUND
4- D= 1.0'
B= 1.0'
-L- STA. 330+82 TO 333+00 LT (XX SY)
(SEE WALL ENVELOPES FOR DITCH GRADE)
MIN. ELEV=2717.3
WOODS
I
PROJECT REFERENCE NO. I SHEET NO.
RAN SHEET NO.
WopDs I ROADWAY DESIGN HYDRAULICS
ENGINEER
INCOMPLE¶CE PLANS
DO NOT USE MR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
GS TGS ENGINEERS
804-C L N. AFAYETTE ST
SHELBY, NC 28150
PH (7O4) 476-0003
CORP. LICENSE NO.: C-0275
vn
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ETA NINO'VJ LL r
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EXPRESSWAY GUTTER ,(// I I // / //// /����/ / / / // R'v (DISCLISSMOVE-pIT GFJI \� � � � \ \ \\ \ \ SEEDS A VE REM VE .. 81 r BOWS oa o P
-L -STA. 319+50 PTO/S2�+00.11T� /; /////// ////„g \ \ \�\ \ \\ 2> \ \ ��- __.� \`- 2 2Z6b51" _ `\ D 81 _ W�I.TH GASKE7�6\ CLASS B... RIPRAP 5....,. "'
25F= E �-SR:6 =- 6 NP \` 9. TONS, 10 SY GE
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- I \ �� - ) / / -F � FILL ✓
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SHOULDER BERM GUTTER -2
..� \ \\I 3 • jyA -L- STA. 326+00 TO 328-4 5RYA V A / ..� A �6� PROP. N �B WOOtlg VC���CRfE(`If
,1 \_ A WOOS Z FILL WITH PLOWABLE FILL // `��i ASPHALT RIVE A V A VV
C �` \ d�\\\ \ 4,...,y '� - \ \\ 36 TYP IWS \ I II I (TODISCUSS
6SS OF -L-: EST 16 CY, $3.6K)
A �° Dlswss AT cFl 7 _
\� \ \\\ \ �� + \ \ \ L / _ 'O SANORA L. I ` II y (FOR ENTIRE PIPE: EST 40 CY, $9K)
9
4
5
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06 80 \ I I 4 II y \ CLASS B RIPRAP
\. XX S NS, XX SY GP \
4
/ 2 TONS 7 SY GE \
I \ I _
UNIT ASK IF SHOULD A rt�RT Y, IiIL CHANGE CHAN � �' TONS Y G€ L
\ ` _ \ \\ `\_ i /lA ��' - �i �_!��� 'I �"I�Z E 4 G'ANJN FILL / / I I \ \ �\` L SEE DETAIL 28B PROPS
\VA dVAA\ r, i VA v _ 1 - yy A�� ✓ °fscuss AT
/ . �/ �'� — A PROP. ASPHALT D ASPHALT DRIVE
__ � �v.,_ ��v \/ / VA I — Q
�� j/ H�Rsr��i@-iTE1t \I s
mll \\\\\\ \\\\ ✓--'% \\ \\\\\\\\`\ <'\ \ \ i' i `_ _� /// \\\ y -- \ \ —L— PT 3 +6393 L sTA.3 tt-13okRi
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✓ ��A \ Av�D = �� i /� PROP. RETAINING WALL
\� r I \ ✓ AvAV\vA \� �� -- —��— �� ���� �ii;i� VE TE DITCHBEGIN _L STA. 319+29i
�
-- v — END -L- STA.321+08-t
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wvvv�w—
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/ FOR -L- PROFILE, SEE SHEET NO. 48
WOOD

i
-L- CURVE DATA --- zaem j ' '' Iml
P1 Sta 348+33.64�'A� \�
p= 141'55'19.6'(RT) �ii I� �y� HueR/���w �I111111111111111111111���
D = IT 08' 28.4'
L = I.0T9.98' ✓ 65 — — — \ \( �\IIIII 4PRl�'C �:Kat�T
T = 1263.45' _ — — \
* R = 436.00' • \I\\ § R`m I�IK�E
SE = 0.08 '/\
DS = 35 'Av V A VAA 1 1
< MP �-rvn
saSE �sT�e �A \VAS\
l 1 of \ \\\\\ so �E Ri sr CUT To FILL TRAN31STIONI
BILL \\ CLASS eRIP-RAP
TONS X% SY G .0
PROJECT REFERENCE NO.
SHEET NO.
A-0009CB
29
I SHEET NO.
ROADWAY DESIGN
HYDRAULICS
ENGINEER
INcomPLE
DO NOT USE MR
E PLANS
/ W ACQUISITION
.� jjjai- ��9ee__� ) A,A11�'1". �1 HW- �1 ���� �� m✓ice \V� A�� P P. RETAINING WALL#12 // l/lll\\\\V�., 'It'10 DOCUMENT NOT CONSIDERED FINAL
289c= _ _ _ C._ ti 92 VA\ /CONCRETE DITCH UNLESS ALL SIGNATURES COMPLETED
_ _ ---- / FALSE SUMP ''� �� 'Sry,[q �I' 1 I\\\' BEGIN -L-STA. 341+76///� ( Il� (\`�\\\\\\\\ �'F�ll TGS
TGS ENGINEERS
gESEIL"ET,Aaz9cr,( 91 -'I v„� �\ END -L- STA. 344+11� i/ / l \ \� �� °s r
9 2GI-A. COGUE FACEDRRIER �� L // \ \\\\ / \\\ �\ \�-\�� 80 SHEL Y, l 28150 ST
• ��� /i �/ //� Vl � \ V� PH (7Oa) 476-0009
o �� cEK r e _ -� - C cuss RIP -RAP / �� . v�lp G S
1B-/MH CORP. LI EN E NO.: C-0275
' \- /IIII_��ThtiJiovLAe�slu �TL a `a xx ro s,xX Sv Eo coNc.dlr BE I�✓4v����
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RE
SEE —AIL 29F v v \
TAINING ✓ \ \\ � � 1
T
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F _ �wwvvVv i _ I v � �vvv� III i I I
FALSE SUMP
r 1 I/fV 4� SEE DETAIL 29C
v /� o Rrvs Y„G rF �_ AAA \ A ✓F
FIL WITH FLOWABLE
FI, cuss RIP
BT WIFILL
TONS, 10 5 GF.�fD\\.
SHOULDER BLRM
L STA. 339+10
STABILI7-At
p5 �Ki4' ANSI / a
I(5EE DETAIL29 2' I�A \\\V�VA \ INLET ED '� / �, STANDARD BASE DITC
NO Ci2FAM L�`""I:ASS 1 RI (1,;9 �� „// SEE DETAIL 29A
I HIND r\V i ii FROM -L- STA. 335 + 7� F a r o GEO A VA111111 VA A 1 k / / cuss RIPRAP
.. RETAINING WALL .- ry I IIII h V�'a��/�j✓ _ '� I ' '.:Rb��AND LUG .,It ( IIII�� -�A O ; LG XX TONS, XX SY GEO
SPECIAL BERM
E O KED BY° IS IIII III\ I �\ ��� / -- r-_/ / TO 346+50 RT -� I I' I �/ IIII\\\\ \\ / ���\V SEE DETAIL 29D /
SEE DETAIL z F a OP. ASPHALT DRIVE � I / � I / WITH GASKET' L `� �e \
j UNKNOWN SIZF/MAT 0 ���� �(. ROD AN LUG \ \ V A/ >'/ (ELBOWS)
WrTH"GASKET$/
PR CEO CRETE DRI / / o z (ELBOW5j
\CLASS ITR-XX3y' EO/ P ED.�AT TOTRIPP TH H'\\��� �J�T\�� m \- J PE 6-7
XX Ill —
j t - —�GI' ENNe `PROP. ASPHALT DRIVE \II�A\ i �t� R=zo
PROP ETAINING J
W NCRETE DITCH �� v I\
IN -L- STA. 330+8 GI vP soTnE DETAIL 29F V \VA III \� d A
s�iar_� coNc. DITCH BEHIND
PROP. AS A T DRIVE
- DE -� 0 �- ' (m I ��CLAS B RIPY(AP A CONCRETE DITCHVI\�VA�
I I I I ��j! 5 10 SY GEO BEHIND RETAINING WALL \ VA V VA ti
3 T OUP DER BERM GUTTER...... RETAINING BOND Jj� �\ VA VA\\\ B40 OHL E GUTTER NING WALL ND
ND L STA. 333+24 \\\ _
..335+94 TO 337+62, RT wALL Igoe KERI NATuknknLv `AA TAMAX+1 TUOU!OPB-3...,.. RT f 4 TADFITAIL 29F p
1
SI LE FACED �' L\ VA \ �- I IIII G \NOT DISTURB POLE - GRouNn THIS SIDE F-E660W ` �I�I Q5 W ! CO CRETE BARRIT \ \\ _ I - - D- 1.0 _ \ \ R A N� UG < I \
\\\
/ e �1 -L- STA. 333+0o ro 333+za Lr �� (eLBo G�rS II PROP. RETAINING WALL #13
�I L PC 335 7020 4 B- l.a v \ \ \\ a wITH Kwo'� I I W/CONCRETE DITCH
/ / s BEGIN -L- STA. 344+71
II
IPRO.
E oT \ END -L- STA. 346+76
PROP. SPHALT DRIVE _ L� STA 344 TO 346+76LLT((XX SY) j \\� \ �\ o- s KI P1 ELBOWS¢ (BEE WALL ENVELOPES FOR DITCH GRADE '1( \V�_ V A IIII I I
PIPE SLOPE:
DE OF ELBOW'
.I�\
-,
E$4L brITH- LOWABLE Fl
SHOULDER M GUTTER
gg�yR�
-L- STA. 33T;75 OFl/
33 +50, RT
DETAIL 29B vyv�} �aE� I 1 \ A ONCRETE
TOE PROTECTION
I \ 06 �\� ONCBARRIER
A
I Notro scale) J 3 IjP66t i I
7A LE 0 LIT
,
Not I ,�.� `�SoP° \.�� MP 1 if _LT1r1 346 50✓7 0s.....--
Ground b
d \ l CLASS B RIPRAP
d=1 Ft. J� 1 �l j 8 TONS, 21 SY GEO2 1 R A m \ OZ
b=3 F Georoxtile / I / �j'\
Type of L nor=Class B Rip -Rap ( IYl I \ \ \ \ O
A,/ FROM STA. 340+62TO STA. 341+00-L-LT. A I \\ \ �S�SDDE�, FELBOW ���E SLOPE�STA 3 7 +0 ��
�I O 1 4 BANKBI LILATI�gp� , o \_ 1�/LATCH O ��F Nu
-
'WAIL '' �sEE WAIL 29E �,7'L DETAIL 29C DETAIL 29D DETAIL 29E � � � _ 1. � � L.ET
BANK STABILIZATION \ 2 T
a� \ N
Xx *O I RIPRAP FALSE SUM SPECIAL BERM Norm Scdl) ` py ' M T 1
XX fONS, NO GEO I- to scolel c ( Not to Scale) I `% (r1-
Ip ed � 2 �
zoa 'I I` ,��„ Ina NRt Length=See Below
1 M1 7 Ewzla.a., eo ✓ /
O O,I oc. �- 2G -- - cttAN Min. d=3 Ft.
/j (-mbl.)
/^O `� //// tS Exist.I Bed -L-STA 333+66 RT LENGTH=12 F�
OO S=Ditch Slope rE Proposed Ditch -L- STA 339+74 RT LENGTH=16 FT)
C // -L- STA. LT -L-STA. 344+68 LT
-L- STA. 339+45 LT (USE 4:1 FOR FOR FRONT &BACK SLOPES)
U
Cc
w
E
0
'm
v
m
m
m
a.
* DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE.
FOR -L- PROFILE, SEE SHEET NO. 48

PROJECT REFERENCE NO. I SHEET NO.
-L- CURVE DATA DETAIL 30A DETAIL 306 DETAIL 30C
CONCRETE DITCH
TOE PROTECTION FALSE SUMP o BEHIND RETAINING WALL
Pt Sto 355+57.79 PI Sto 360+9829 1NW S-161 Nol to S °lel , RETo NIN FS///LLL
A = 2/' 26' I3.I' (LT) 0 = 3/' 53 08.6' (RT) �eI o RETAINING�*R'
ND 4
D = 7'32 20J' D = 7' 32' 20J' F °�e O.vitDitch�2e,� ALLBEAKER 1:`�°Trod .� 8:jL= 2�8/4�.5p5, L= 42295' Gr°end b N A D NATURAL
T = 1" M6' T = 217JI' I� d GI GROUND
l.
R = 760NV R = 760DO b=3 FF. Geme.Ill< FS— D= 1.0'
SE = OA8 OS = 50 JVPH ype of Liner=Class B Rip Rop S=Ditch Slope Pro 4�
DS = 5O uPH SE = OA8 A- STA. 347+34 TO STA. 347+95 LT �54+ 0 LT L- STA. 352+25 TO 350+64 LT T (XX XX SYENVELOPES FOR DITCH GRADE)
A_ STA. 350+64 TO STA. 351+10 LT E WALL
-L- STA. 351+72 TO STA. 352+25 L� ( )
BOX DEPTH =11.1' (CONFIRMED)
DOES NOT MATCH FS.
NOT SURE IF TOP OR INV OFF.
BOTH PIPES ARE AT SAME
INV IN BOTTOM OF BOX.
ALSO A 4" PVC COMING IN
HIGHER UP (3.1' BELOW TOP OF BOX).
0
O�
O N
-I-
NO
LJJ
JW RETAIN
`L HW
RIP, —
LJJ 0 F s
kAT
�Z o
Z = _Y —
J U 8'FDPS
\ \
\�\\
Con. 2G1 To Aw/MH
& Rose 4.7'
�E3
TOE PROECTION
3
-RA SEE DETAIL
CLASS AIL RAP
XX TONS, XX SY GEO
M"
I
S 04°45'31" W
Lfj
—
(+)7.323
1
z99a--__—_—_= IIIIIIIIIIIIIIIIIIIII' \\\`_— +� -L- PT 356+9829
+ )6.72() Aso ( )6.91
PROP. RETAINING WALL #14 '////� m _ �A A I I Ill/ - - + mV
/iii////,;, -- _- II L PC 354 13.94
W/EONCRETE DITCH1\III IIII IIIII! W/CONCRETE I D TC1
BEGIN L- STA. 347+95_ CE ae
END _-L -STA_. 350+64+ II II! , - BEGIN -L- STA: 352+25 J FARES 561 j\\\�
K - -L-
TOE DETAIL 30OA --- TOE PROECTIOI III ��Il�tilll'lll(IilII IIII///IIIII III .�\ END-_-1R(,g4 p 592\\\\\
N oe \\\\
Y IE $HARO7� - ' CONC. DITCH BEHIND
CORETNC. DI�C€I� N vLLR- XX�TONS, XX-SYPfiE6 \ CLAXX SS S�RIP P GE (IIIII IIIIIII IIIIIII (IIIIIII . -_ RETAINING WALL .. ¢I — �i' 00 -ROD$E
SEEADETAIL 3INING-0C L / - \ 1��111�'ll'� IIII!IIIIIIIIIIIIII���\\_\\\_' :: -t,_ SEE DETAIL JUL -. — —�
\. IIII IIIIIIIIRIDO
IIIIIIII\\ \ = ® csP P wa o sJCE
s suvG� FACED %'3�� t \ V' `\ \ 1111111111111j1111111I1�L���� _ _ — _ _ e - �°
CONCRETE BARRIER i / _ _ _
\III dl l III \\V�( ��„
� 0
o C
- —
Tom. i,. L., ✓.�, ..�..r-i. '.r - -- _ .-.:
WO
$ pd�
109
RW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER
INCOMPLE¶CE PLANS
DO NOT USE MR R/W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
�}yUNLESS ALL SIGNATURES COMPLETED
GS TGS ENGINEERS
— 804-C N. LAFAYETTE ST
IFA SHE(LBY, )NC 28150
476-0003
CORP. LICENSE NO C--0275
(+)7.510
m ,
SINGLE FACED
L -STAE 358A+77- TO 362+943
24„
_ C ROD" A - d
C - _ Wffti GA&wS
(ELBOWS) _
SHOULDER BERM GUTTE
-L- STA. 360+04 TO 3 161, RT
f m
—.... =�— __ - T �— 1 - `_U3 % \ / / /�°//30�� ��. _—\ c Ass B RIPRAP
�� % — F �� ��/ — l REMOV 21 LF / l/// 'J / — _ ���� 5 TONS, 14 5Y I-
4+13 TO 348+53, RT C
\
AkLS7�t.ESTAB
\— �s7 \ \\ \\\\ \\\ =z9/. I PST. /
:SHOULDER BERM GUTTER ROD AND LUG_(` \� \ \ \\\\\
L-STA.350+17 O 352+22,RT WITH GASKETS ` \\\ \\\�`— I` \ \\\\\\\\\\\\\\ /// SIGNN\,_
n \\\ \\\ - \\\\ \ \ /
Q�= \\\ � - sm_ -
\ \ - -=_�ER�HEDa-S��r
8A / / ll l
- Wz llllllll/l/l/ ll/l _
-EfiSifR 295�co"E
\\\\\ \\��� 6o A iii/ / �`--+8t18
� ; REE�Npta � 5� /i/F�ass� �PRn� - - - - - - - _ - - / / / / / / r � � _ � Sae_
\ e erassB �rP i �5" _ \ \ �yL —
vvv vvvvvvv v /)-TOys��//// A\ --- vv v \ \ vvvv �� — _ — — — -- — — _ / / //�/// / //
\\��AAassVAA\\��—'/�//%��� �i�iii/ice_ \" v �vVAAA�wvvv� ��� �z - �3e—�= �z� - /� //l"lllhllllllll//llllj, �r�VAA\l\\�vv���__�=���_�=
.AVAVAAA V� -z8s� ///i//' i//i// /i- A � \ \ \ A _ _y�_- - m_ /i aTOpo,TO vas
\\\ / / \ ee��eo xp \ \\\\ ' _s�se3AnJ� - - z9� g/ ADD( ONALI�-
�Z PtFCE� N \ \\ �__ _ \ & =' _ ��i=- \\ J%%///i l!ll!; NO RUBBINLa _B7
N \ - =% /-z9am= \\ ------
/ \\ FRO -L- STA: 356+ 0
\==89 „_ a IrRA TO 63+00 RT
- /ii _ \ \ .Casa g __-----
\\ 22 Ns \ \\ll\�\1\l\\ --_� " rm•IS PGeG? - -=
T�/- ��3'1��/�— wvvvvv�w���_ ��/////!lllll/llllllllIIIII%/� za9_����zase_ -
\ -------
vv\vv�avv�v�v�_= \IIIII 11 __= --
vvvvv��--
\ /i/i
�ii mom_�/.
ii \ \\ NE _
MAICYR
-JtDAD-IN- FRONT �F-WAtkCdCE- — N-1
> / /
/
W60o
/'/` /,/ ���11P������ _vIVAI�A111I11111111111A\VAV+
a P%la�'1��`\\�Aw�� - -�V\11111111111VI\1\�AA�II.� vv �� soa°nsIrW _
O
O
O M
+0
`0 Z
M
J Lu
'Lu
Q v '
H
Ln0
Lu
Z=
J U
= H
Ug
2
Q5
FOR -L- PROFILE, SEE SHEET NO. 49

PROJECT REFERENCE NO. I SHEET NO.
-L- CURVE DATA DETAIL 31A DETAIL 31B .49
P/ Sto 360+9629 P1 Sto 366+19.09 SPECIAL CUT DITCH FALSE SUMP
SPECIAL
CST (NorScole)
A = N 53 08.6MTJ A = 29' 36' 565' (LT) Newrol �PQ ES F-t o
D = 7' 32' 20A' D = 7' 32' 20J' SInRe Outside Ditch
L = 42295' L = 39284' Ground d iP/FS D
T = 2/7JY T = 200.9P Georegile Min. D=2.0 Ft. --- - GI
R = 760D0' R = 760.00
Type of Liner=Clan IRip-Rop Min. d=2.0 H. Pro d Ditch
OS = 50 MPH DS = 50 MPH S=Ditch $lo a C} Pose
SE = 0D8 SE = OD8 _L SEE XSC SFOR DITCH 6GRADE LT -L- STA. 363+38 LT
-L- STA. 364+87 LT
0
1
Iw
-L- PC 364+18.18
DETAIL 31C
CONCRETE DITCH
BEHIND RETAINING WALL
Nor to Scolel
RETAINING
FS
D
�B�JKEROI��
ATURALROUND
4' D= 1.0'
-L- STA. 361+00 TO 368+35 LT (XX SY)
-L- STA. 369+40 TO 375+00 LT (XX SY)
(SEE WALL ENVELOPES FOR DITCH GRADE)
1 \
\
IIII
+h 452
PROP. RETAINING-- WAL
BEGIN
BEG a STA, 469+47+
s DEf BTA�C+1 END - 7 37 42-3 //// /// / \\ ET�Aiia9N� Atk INa
-L- PT 368+1t$T
3
FALSE SUMP co
SEE DETAIL 31B/'��//�-
0 ..��������� \ _ /" % i%-- - _-_. DITCH BACKSTOP+6433
v�v�v\ _—_ — —
/1At - CONCREIE EBARRIER 2
������\\� __-3t3m
SINGLE FACED - -`Hk-� ��� \ \�\�\\\� ////ii i _ _ _ _ - _ _ ITCH-EAtlfSTOtr
i
EONCRETE BARRI a \� \ _ -
1 PROP. RETAINING WA �v ��'/�� �_ -
O �\STA 358+77_ �\ I I Ll ��
/j+94=_ ---- ll \ m1 ' W/CONCRETE DITCH \ ktStTCH�E1nN�
AL�jl--
NG Jt✓ai�I I Im BEGIN A- STA. 352 +2 � D€Tsat31C m=_- _ - R°P v60 362
IIIIIIILI<<' END -L- STA. 368+25 � i W,
OWSL 'O , / I
s�E-DETkIL 3tB �,!%iiii/i , v� >s- zGl n - sou
///` � � A\ �'f C5P U.S. FOR T SERVICE URN
W - _ �_ ( P �® GI T GAS,&LSE OW T 94 PC 592 fip0 D CEI,ERAfi\O - - - (Top Woll) N l CM'♦
J 357 c y RCP -IV 0 1/ I °P 8"I CP-IV
2Gffio l'J _ _ _
667
W . ti _ 0
I
E
aC
CA
W r F 9 11 BER RETAINING WALL 0 �T G �16 �yCfF\\\\\\.
-
97F-
\\\\\\\\,
a
i0 e A\
wlrH�cA� v't2Ee�ET— P OVA
A A - HVUIE 2b
SH �EI-E ::�/ (ELBOWS)�-�A ���0066�
= o L�k8b0fII YO_u 3b +61; R1 $ \ - --_ 1 PIPE SLOPE i CLASS B RIPRAP
ROD AND LUG PLU_MAX % 5 0 -. �,.. ��; / , 2 TONS, 7 SY CEO:..
U i EMO E 0 LF
GASKET$ - _ (ELBOWS) 13110 L N nu - ✓ - -
CLASS B RIPRAP..
- z9ze- z TONS, 7 5v t E©-
_A%AX -SI PIPE SL PE-
_� �= \\`TJdI�SIRE OF EL OW
//
PpJ
_- - ES � cLAsS.e r_ - ;-._--- --_ j/ �-• vvvvvvv�
- PT + yAVI,Npfsr�lE r do p `artGwslUsr
363
vA 11
\ a6 OR FILL WITH -
\ / / \ \ /
2 EST 8 CY ' - � - - \ \ \ � \ / � �
— —
aoABLDErERQ 8�F5i 3d �l'II CLASS B RIPRAP ^i / l l/ %/ i/ --5E j//I i�/i%lllllllimp TtBBWrnrY
5 TONS, 14 SY G p / / // / / �/i/i �t0N5� ��Sam _� % ////////i j///�_� � CTOF u-Tk��NeL
- ADDITIONAL CLEARING OF TREES I I / / // m/
/ -NO GR BBING — i E�Osm zsur
FROM L- STA. 358+00 1poc, It\\\,;: \\\\\\°\\\' / ///// l ll/ ///j///j_ _ _ /j//////////////ate/%/ — _ — =— \\I )\\ \\\ ;_////%
3 +00 RT I;11\\\\\\\\\V\. \\\ll\ \\\\ \\\\\\\ _ j///// lj /ll/ / �j/ j _ _ _zee =iii% % /i//ti/ %z95m
iz
330,
TAPER\
\llw/') \\\\\V\\\\\ l i////////////// / l�// .__==_ = __ _ /i//ii 1 i \,9,m
i,'IIIIIIIIIIIIIIIIIIIIIIIIII\Il\II\l1V\VV\//%
5�llfllUllllllllllll
UUlll1,Ill/ll�illl��ii���lllllwllllllll jlljljll I I Illll \\\ — �//// �/ j////////l/ti/////jam—=__ —_ =� i/iii/ —___ \\\\\
//JF — _ vvvvvvvv
\\\\\\\\\\\250
1
PW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER
INCOMPLE¶CE PLANS
DO NOT USE MR R/W ACQULSITLON
DOCUMENT NOT CONSIDERED FINAL
ALL SIGNATURES COMPLETED
�}yUNLESS
GS TGS ENGINEERS
804-C L N. AFA.YETTE ST
—
SHELBY, NC 28150
PH (70A 476-0003
CORP. LICENSE
l
NO.: C-0275
11l11 lljljllllll
r
Q��
�i%%1/lllllll/%lli
N
ce)
C
ce _
\ 4.
_
C
FOR -L- PROFILE, SEE SHEET NO. 49

PROJECT REFERENCE NO. I SHEET NO.
-L- CURVE DATA
P1 Sla 388+0179
A = l5(7 28' 04b' (LT)
D=17'2454.5'
L = 864D1'
T = 12482r
329Dq
DS = 35 YPH
SE = 0.08
FB DESIGN EXCEPTION REQUIRED FOR HORIZONTAL CURVATURE AND HORIZONTAL SSD.
INSET A
O
O
Ln
00
m
MONOLITHIC CONCRETE ISLAND In
+
DO
i 384+69.59 M
385+{03.08, 45'RT I
CURB I
'8"X12"CONCRETE CURB \ 384+79.94, 85.65'RT
1384+00.91, 84.73' RT
90.59'R
- 384+10.21, 126.8±'RT
TIP TC) FXIST
MATCH LINE STA -L- 375 + 00.00
MATCH TO SHEET NO. 31
ll
CLASS I RIPRAP —-- /
TONS, 10 SY GEO -
VA
vvvO` �y n //lii'\iulll
CONC. DITCH BEHIND
RETAINING WALL
710' TAPER SEE DETAIL 32A
+25 T92'TAPER
vvvvv��vv. arm_ __ — (\\IIIII11�1 lllllllli
RETAI 18" CMP
-��
�'I
��Illlal'Illlllllull
IIIIIII\IIIII\IIIIII�IIIIIIII IWI'i� 06 `T om1
vvvvvv_vv i�llllllllllll III IIIIIIIIIIIII IIIII III �,I
\\\\\ \\ I I IIIII II I I p %a
\\\\\\ \i I IJI III IIIIII 111111 I I 1111111I,'. \ 1 20
�\� � 1 \\ \\�� \ IIIII\\IIII111I111111 I I Illlj IIIIIII I III ''I ` 1
�\ \\i)j\\\\jj11111////)IIIII IIIIIIIIIIIIIIIIIIj, \\ �\ `oFpeS
>A/� IA\\I\1j111111/l/I/IIIlmlllfe111111111111 �lllll�11111�11I A� (A e
II\\I1)!/11JIJIIIIIIII\\11111j1I111111111111111111� \ z N
II l IIII � III /// ll 1 \11IIIIIII, Illml IIIIII � III\�lll,ll',Il i" � 2 \
9
/ I
/
/
I I
/////�/PROP11 BEGIN-LAINING STA 375ALL +25#18
END L- STA. 378+15 \
\��\\\��A\VA\\��AVAAAIVAIVAIVA\\\IVAAAVAvAvv �i
\��v\V�\V A\1\I\I ll 111 lljlll�/)�j111j11VA111111'��� ° oy ��` ��y A
vvvvv11AIIII '/"DOUBLE FACED
CONCRETE BARRIER i� I Ii i IIII I\
�Illl���l \\ IIIIIII II llllll(l II 1\ O\\\
I �Ivvv�vvvI*10
\\ AA \ \ \\\VA\\VV
\\�VVAAVA V�AVA\� V
VAV\VAA VA V�AVA\ �\
-L- PC 375+53.58
cIP PROP. RETAINING WALL #17 T
W/CONCRETE DITCH 40—
BEGIN L STA. 369+41±
9 END -L STA. 375+25±
TONS, 71 SYRA
/G//i y tc�.
CLASS B RIPL T�RF.NSITION
XX TONS, XX SY GEo
U.S.FOREST TH696�ICE
RACT
IIIII I/III 1 III / I IIII l 1 09 101 PG 38
IlII1111111.1i�liI��II���II�II�IIIlllll/ ___%�/fir
IIIIIII�I PROP. RETAINING WALL4jliI�
W/CONCRETE DITCH = _
BEGIN -L- STA. 377+15�
END -L- STA. 380+53+
CONC. DITCH BEHIND _ 21
RETAINING WALL
SEE DETAIL 32A 3200 �i
5, A
Rp— -- _
0 =
P
BEGIN LAND BRIDGE
vvvvvvvAv��w,�;�� L STA.380+53+
DETAIL 32A
CONCRETE DITCH
BEHIND RETAINING WALL �'AEE I NsK<ale\' CONCRETE
�R�ETE DITCH416
RTAININBOND
BAER llII
CONCRETE BARRIER 7j[nOry7';C
D e NATURAL RUNOFF AND DRd+`J/7;t• '/ '/�/
.� GROUNDl/ll/l/ 11//
D=,.o
<^ B = 1.0'
-L- STA. 377+115 TO 380+28 LT r' SlY00 LTY��) �JJJJI///m�/�
(SEE WALL ENVELOPES FOR +DITCH GRADE) ,JJI////�'Yt
PW SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER
IWCOTDIrLE E PLANSN
MR / W ACQUISITION
DOCUMENT NOT CONSIDERED FINAL
�UNLESS ALL SIGNATURES COMPLETED
1�TJ MOVE DI S� TGS ENGINEERS
804-5:
N. LAFAYETTE ST
///ll/�Illlll����ll��lllll/l��l/ill/ sHE:L OA -8150
00
` PH (704 476-0003
V ♦ _��%� CORP. LICENSE NO.: C-0275
1/l /l Ill/ ll/ IIII IIIIII l IIII 111 2,
\1/
i l/ll/ll�l� l III illll/� l u�l 21 / / / 33 0, 0
�' -
CL
PROP. RETAINING WALL #19
W/CONCRETE DITCH % ll/lull Ill/i 11 to
BEGIN -L- STA. 383+24±
END -L- STA. 408+00±////ii�
/t
REONC DITCH BEHIND y4'�O M //////�/// �O i `0
SEE DETAIL 32A ti //'
oe�Q�oti �%/, / 1 � / � �• o ',/lIIllfflll //// ///ii sm,o - o
y~moo00
/ 11// 'ys/ / SHOULDER BERM GUTTER
STA. 387+16 TO 392+19 RT
Z
/"wOtt./UU//NNI61
22/�✓/////��
GIj
RoP W.11)
//�/// //
181, RCP IV b / n ! '; // NO CLEARING OUTSIDE
DOUBLE FACED j ///// / OF SLOPE STAKE LIMITS
CONCRETE BARRIER / ,\ h 2 7 �X 6S i1//ll FROM -L- STA. 365+00
REMovE ' 20 TO 390 + 00 RT
f ��'\\ _
CLASS e/�l,/i III'111 \ \
orti 2 a 2 TONss7-�f-
CLASS 6 RIPRAP ���-
2 TONS, 7 SY G€ate
RETAi L
v vv'Q ---
Hpee - RI�� o� \'HE
0
6" e�R�O - '.ii/ice//!i/ii/ _ = �1z�_._ PKf;•P-.ONC. w VAAA ��, ..�A�,\ VAAAAAw�
TIESTO EXIST ,AA�AVAAA�VA��VAAAVAAAAw A��
_ _ !/ ✓�i//%%///////ii% j/!- 4w0` STEPS-
\F _ ���� ji��j/// //� S S60gp mbz�- CONCRE DITCH ALONG INSIDE DF EACH
2C'� , %'i i�ii�//// .RUNOFF AN NC ET ARDRAINRIER O OCOLGBCT SURFACE VAA VAA , i
� A VAA
AAA��VA�.:VAA 1i... VAAA
1/ s l
�;IIu .7/l
BRIDGE ,A VAAA VAA VAA.'.
-k 23 ± VA VAAAVAA
/ \\\\ \\\\\\
\\ \\\\ \\\\\\\\\ xv
cp / l///l� 111/l/ IIII/l llllllllllllll l l IIIIII /mll/l/l {��
// j %//l ///IIIIII/lllllljl 111/Illjljllll ll�llll ll111111111IIIIII ll I I II Il \I\I \ 3e \ \ __ \\ 'S 06%
��////,��f/1,1/,�l//�Il�ll�llljljillllllil��llllllllllllillllllll:llllllilIIIIII�111111,1,IIIII,1vAlml�vAA���\v�w����;w��� FOR -L- PROFILE, SEE SHEET NO.50
ii%

o
-L- CURVE DATA
Pt Sto 392+21.82
Pt Sto 401+77.67
L = 16°4722.5'(RT) L = 40'19'357(LT)
D = 2.51' 532'
D = 7" 32' 20.P
L = 586.07'
L = 534.91'
T = 295J5'
T = 279.07'
R = 2.000.00'
R = 760.00'
DS = 70 4PH
DS = 50 40H
SE = 0.08
SE = 0.08
\p
M
CONC. DITCH BEHIND
RETAINING WALL
SEE DETAIL 33A
-�- rt, aay*co.oi
PROP. RETAINI G WALL,
W/CONCRETE TCH / ' -
BEGIN -L- STA. 83+i4,
END L STA 4 +00�i
SINGLE FACED i
- CONCRETE BARRtE
/
'}$5 T 3110 i /,
_ Sf61�BAfKSTOP
"7tCP ry _ O 18" CSP
-- _ - LUU G W/
GAS ETS(FL
18' RW)
18" CP-
� � 315E
C
330
GI
rn
O� 1
N
Is
rrn I
1' F
ZW
00
010
w +
N O
O
O
O
(Na I. S W) �E'S/�\
ALINING BREAKER
N/�
D B
NATURAL
GROUND
a. D= 1.101
B=
-L- STA. 389+00 TO 403+00 LT (XX SY)
(SEE WALL ENVELOPES FOR DITCH GRADE)
1 A�
I -L- PT 395+12.74
-- — wAl_ACHIAN I
%/' _ ci>�rS FJi�LeEHit� �E(L4ow) a
ETAIN=tN L A L h
ISE WALL XX' 18" RCP -III 18" CSP
GI To Wa11)
30 8dH 31
BDo
\\* 1
F 2GI (T.p Whll)
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Pl Si0 40/+77.67 P/ Sfo 410tf A7 RW SHEET NO. __
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\ FOR -L- PROFILE, SEE SHEET NO. 51
NIX