100_150_R5819_R5820_RDY_FP_19_20220719

E
XISTIN
G R/WE
XISTIN
G R/W60.00'EXISTING R/W
EXISTING R/W60.00'
PB 72 PG 43
DB 906 PG 813
PB 72 PG 43
DB 906 PG 813
RMS TIMBERLANDS, LLC
PB 72 PG 43
RB 885 PG 514
PB 72 PG 43
DB 906 PG 813
WIFE, BETTY B. GRAY
A. DIAL GRAY, III AND
WIFE BETTY B. GRAY
A. DIAL GRAY, III AND
WIFE BETTY B. GRAY
A. DIAL GRAY, III AND
SR 1739 BEN JONES RD 18' GR
BY6-47
15" RCP
T
50 PR
100 PR
24 FO 25 P
R
25 P
R
25 PR
25 PR
100 PR
T
50 PR
100 PR
24 FO 25 P
R
25 P
R
25 PR
25 PR
100 PR
SR 1740 OLD LAKE RD 22' BST
WOODS
WOODS
BY7-61
BY2-44
BOUNDARY
COOLEYS MEADORUE
DO NOT DISTURB
EX03
02
01
0001
04
03
02
01
END CONSTRUCTION
-Y2- POT STA. 78+50.00
INC.24'+82.00INC.24'
+65.28INC.24'
+13.35
12'12'12'12'
12'12'
PS
4'
PS
4'
PS
4'
PS
4'PS4'PS4'025
02
025
02500025
01
0201000102030405 0100010203040502010203040500020115'PS4'15'PS4'10'10'15'15'PS4'PS4'03
TAPER
50'+39.47TAPER
50'+39.4450' TAPER+94.23R=70R=115R=180
R=115
R=55 R=180+51.5950' TAPER R=50
R=45
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
REVISIONS HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
7/18/2022R:\Roadway\Proj\R5819_R5820_RDY_PSH19.dgnErica.Martin8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
19
SEE SHEET 18MATCH LINE -Y2- STA 70+00.00SEE SHEET 24MATCH LINE -Y7- STA 80+00.00
SEE SHEET 25MATCH LINE -Y7- STA 87+00.00 NAD
8
3/ NA
2
0
1
1
R-5819 / R-5820
NOTES:
PROP PAVED SHOULDER
PAVEMENT REMOVAL
NV5 ENGINEERS & CONSULTANTS, INC.
CARY, NC 27518
P: 919.851.1912 www.NV5.com
NC License # F-1333
formerly CALYX Engineers & Consultants
3300 REGENCY PARKWAY, SUITE 100
FOR -Y7- PROFILE, SEE SHEET 38
FOR -Y2- PROFILE, SEE SHEET 34 & 35ROW REVISION - 2/07/2022 - UPDATED PARCEL OWNER NAME ON PARCELS 54 AND 55. CONSTRUCTION REVISION - 7/19/2022 - ADDED DO NOT DISTURB COOLEYS MEADORUE BOUNDARY TO PARCEL 54. 80
85
PI Sta 72+01.54
D
L = 1,084.13'
T = 566.62'
R = 1,510.00'
PI Sta 78+87.10
D
L = 336.09'
T = 168.04'
R = 189,837.68'
PI Sta 80+85.60
D
L = 60.91'
T = 30.46'
R = 22,918.31'
-Y2-707580-Y2-
PCC St
a. 77+19.06-Y2-
PCC St
a. 80+55.14-Y2-
PT St
a. 81+16.06-Y7- PC Sta. 86+33.28
-Y7- PT Sta. 82+37.35
-Y2
- OLD
LAKE
RD -Y7- GEORGIA RD-Y2- BEN JONES RD
-Y7- OLD LAKE RDPI Sta 75+47.67
D
L = 1,398.26'
T = 708.58'
R = 3,500.00'
-Y7-
PI Sta 90+98.48
D
L = 918.02'
T = 465.20'
R = 2,300.00'
-Y7- POT STA. 84+02.93
-Y2- POC STA. 74+29.94 =
SE = 04SE = 03
SE = 05 SE = NC SE = NC
ADT 2022
ADT 2040
600
1,400
700
<50
<50
2,200
2,125
100
2,100
2,100

TRAFFIC DIAGRAM
125
200
100
100SR 1740-Y2- OLD LAKE RD.SR 1738GEORGIA RD2,000500SR 1740
-Y2- OLD LAKE RD.
SR 1739
BEN JONES RD.
40.00' RT
+37.35 -Y7-
40.00' LT
+37.35 -Y7-
40.00' RT
+00.00 -Y7-
40.00' LT
+30.00 -Y2-
40.00' LT
+43.00 -Y7-
30.00' LT
+30.00 -Y2-
40.00' RT
+67.12 -Y2-
40.00' RT
+15.00 -Y7-
40.00' LT
+87.00 -Y7-
47.00' RT
+98.16 -Y2-
40.00' LT
+33.28 -Y7-
40.00' RT
+33.28 -Y7-
42.00' RT
+37.35 -Y7-
52.00' RT
+05.10 -Y7-
52.00' RT
+33.28 -Y7-
33.00' RT
+24.83 -Y2-
35.00' RT
+50.00 -Y2-
30.00' RT
+09.75 -Y2-
40.00' LT
+85.00 -Y7-
79.00' RT
+48.32 -Y2-
30.00' LT
+19.06 -Y2-
55.00' LT
+41.86 -Y2-
47.00' LT
+65.00 -Y2-
54
54
55
32
51.00' RT
+32.54 -Y2-
94.00' RT
+87.08 -Y2-
95.04' RT
+33.56 -Y2-
276.27' RT
+32.54 -Y7-
301.40' RT
+98.27 -Y7-
227.88' RT
+97.07 -Y7-
253.00' RT
+62.80 -Y7-
281.38' RT
+25.07 -Y7-
132.66' RT
+88.96 -Y2-108.27' RT
+49.53 -Y2-31.25' RT
+57.92 -Y2-FFFFFFFFFFFFFFFCFCFCFCFCC
C
F
C
F
C
F
C
F
C
F
C
F
C
C
F
F
F
F
C
F
C
C
C
C
C
C
C
C
C
C
SEE DETAIL 24
SPECIAL LATERAL BASE DITCH 3:1D
B
( Not to Scale)
Flatter3:1 or
SPECIAL LATERAL BASE DITCH
FROM STA. 84+36 TO STA. 93+50 -Y7- RT
FROM STA. 73+50 TO STA. 73+81 -Y2- RT
FROM STA. 67+00 TO STA. 73+50 -Y2- LT
DETAIL 24
B=3.0 Ft.
Min. D=1.0 Ft.
Ground
Natural
Slope
Fill
SEE DETAIL 24
SPECIAL LATERAL BASE DITCH24" RCP-IVEST 14 SY GEOTEXTILE
EST 5 TONS
CLASS B RIP RAP
1901
1902
SEE DETAIL 25
TOE PROTECTION
SEE DETAIL 25
TOE PROTECTION
B
3:13:1D
( Not to Scale)
STANDARD BASE DITCH
FROM STA. 73+00 TO 73+50 -Y2- RT
DETAIL 2
B=3.0 Ft.
Min. D=1.5 Ft.
Ground
Natural
Ground
Natural
SEE DETAIL 2
EST DDE=8 CY
SLOPE=0.7%
STANDARD BASE DITCH
SEE DETAIL 26
SPECIAL LATERAL V DITCH
SEE DETAIL 26
SPECIAL LATERAL V DITCH
FROM STA. 84+70 TO STA. 88+00 -Y7- LT
FROM STA. 77+00 TO STA. 83+59 -Y7- RT
FROM STA. 74+60 TO STA. 76+00 -Y2- LT
FROM STA. 77+00 TO STA. 83+50 -Y7- LT
Fill Slope3:1 or Flatter
b=1.0 Ft.
d=1.0 Ft.
Type of Liner= CLASS B RIP RAP
b
DETAIL 25
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
SEE DETAIL 25
TOE PROTECTION
NIATER
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
3:1D
FROM STA. 76+00 TO STA. 79+00 -Y2- RT
FROM STA. 76+00 TO STA. 79+00 -Y2- LT
Min. D=1.0 Ft.
DETAIL 26
Ground
Natural
Flatter3:1 or
Slope
Fill