HomeMy WebLinkAbout100_027_U5878_RDY_PSH05_REV012
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18"
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15" RCP
15" RCP
72" WD
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DB 1026 PG 750
MB 6 PG 74
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THE HARRY C. BROWN FAMILY LLC
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DB 475 PG 060
MB 36 PG 122
SLIDE J-87
CHURCH OF JACKSONVILLE
UNITED PENTECOSTAL
ARLINE K. COLLINS
DB 271 PG 426
DB 856 PG 283
EIP
HARRY C. BROWN FAMILY, LLC
DB 3104 PG 238
MB 34 PG 99
DB 3578 PG 586
DB 3318 PG 460
BAILEY & ASSOCIATES INC.
MB 60 PG 20
TRANSPORTATION
DEPARTMENT OF
DB 3578 PG 586
MB 6 PG 74
S 55°16'27" W
113.80'
N 55°12'09" E
114.90'
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355.09'
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MB 60 PG 20
JACKSONVILLE CITY LIMITS
JACKSONVILLE CITY LIMITS
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MB 43 PG 64
MB 6 PG 74
MB 6 PG 74
DB 5130 PG 612
JIMMY ROWE, et ux
DB 381 PG 646
HENRY BROOKS, et ux
DB 1619 PG 345
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DB 2022 PG 518
MB 34 PG 99
CHERIE T. BEVILL, et al
DB 701 PG 472
NORMAN E. ALLEN, et ux
MB 6 PG 74
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N 47°46'17" E
397.05'
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23.33'
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90.00'
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DB 5119 PG 618
DB 5003 PG 350
DAVID ROBINSON
DB 4236 PG 734
MB 6 PG 74
S 55°04'10" W
74.85'
S 55°04'10" W
99.81'
S 55°04'10" W
106.00'
S 55°04'10" W
177.07'
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48" WD SPLIT RAIL
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15" RCP
15" RCP
12" RCP
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N 52°10'42"
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181.36'
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S 54°07'45" W
68.58'
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12
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S 54°48'45" W
71.28'
S 54°48'45" W
107.57'N
81°48
'32"
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192
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DB 1272 PG 126
HARRIS, ET VIR
CANDICE L.
DB 200 PG 80
THOMAS GLENN COLLINS
JAMES E. WHITE JR.
DB 3139 PG 561
MB 6 PG 74
THOMAS G. COLLINS ET AL
DB 1340 PG 98
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S 73°27'58" W
162.13'
N 71°59'48" E
203.36'
N 76°52'15" E
205.49'
S 70°13'45"
E
249.85'
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S 73°02'47" W
157.80'
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48"CHL
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N 54°47'32" E
408.37'
N 54°47'32" E
172.06'
10' CONC
22' CONC
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WOODED
WOODED
WOODED
WOODED
CHERIE T. BEVILL, et al
DB 2022 PG 518
MB 34 PG 99
WOODED
WOODED
WOODED
WOODED
WILLIAM T. HUMPHREY, ET UX
DB 1322 PG 983
TRAVIS MCRAE
DB 3599 PG 691
MB 6 PG 74
HEAD, ET UX
EDGAR S. BANK-
DB 604 PG 617
MB 6 PG 74
GURGANUS, ET UX
PHILLIP L.
DB 1322 PG 812
MB 6 PG 74
HELEN COLEMAN
DB 3571 PG 72
MB 6 PG 74
TRENCHARD, ET UX
TERRY L.
DB 1154 PG 565
MB 6 PG 74
PROPERTIES, LLC
BAILEY & FULLER
21' BST
COUNTRY CLUB DR
C
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C
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2
1'
B
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BST PARKING
WOODED
EIP
EIP
EIP
2SFD
DECK
CONC
48"
CONC
10' CONC
1S
B
K
D
EIP
R/W MONEXISTING
C
O
N
C
3
6
"
ET VIR
HELEN K. BASDEN,
JACKSONVILLE
CHURCH OF
UNITED PENTECOSTAL
DEPT OF
TRANSPORTATION
JACKSONVILLE FIRST
UNITED PENTECOSTAL
CHURCH, INC.
DB 5401 PG 288
RALPH L. FOURQUET ET AL.
MIKAYLA K. ANOJE ET AL.
PI Sta 27+50.56
D
L = 238.53'
T = 120.43'
R = 700.00'
2
5
3
0
R = 300.00'
-Y2- POT Sta. 12+86.68
-L- POC Sta. 28+30.16 =
-Y3- POT Sta. 17+13.54
-L- POT Sta. 32+38.80 =
-Y2- POT Sta. 10+00.00
-Y2- PT Sta. 12+34.56
-
Y
2
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-
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3
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L
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6
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0
4 .0
2
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2
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0
4
1
2'
5' SIDEWALK
e = 4%
Ro = 80'
DS = 40 MPH
-Y2-
DS = 20 MPH
e = 3%
Ro = 42'
-L-
PI Sta 21+75.99
D
L = 317.70'
T = 161.63'
R = 700.00'
e = 4%
Ro = 80'
DS = 40 MPH
.
0
2
.
0
2
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2
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2
.
0
4
-Y3- STA. 17+87.03
-Y3- STA. 16+55.16
TIE TO EXIST CURB
-Y3- STA. 17+87.06
.
0
3
.0
1
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0
.0
1
.
0
3
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1
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0
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1
2'
1
2'
1
2'
5' SIDEWALK
PROP 2'-6" C&G
15'15'
-Y2- +44.80
END 2'-6" C&G
-Y2- +42.54
END 2'-6" C&G
50' R
1
2'
12
'
12
'
TIE TO EXIST CURB
-Y3- STA. 11+13.27
+13.27
TIE TO EXIST
MONOLITHIC ISLAND
PROP 1'-6" C&G
+
9
2
.
0
6 20'
TYP.
+
7
0
.
1320'
TYP.
+
4
8.
6
5
20'
TYP.
.
0
2
.
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2
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1 .
0
0
+
4
4.
8
4
20'
TYP.
+
7
4.
8
4
12.7'
13'
7.8'
7.8'
1
0
0'
L
A
N
E
T
A
P
E
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BL-4
BL-5
BL-7
BL-9
BM-1
PROP 1'-6" C&G
1'-6" C&G
RETAIN EXISTING
U
N
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F
O
R
M
T
A
P
E
R
+54.54
12'
12'
25'
11'
16'
314' LANE TAPER
306' STORAGE LENGTH
+
5
4
.
9
9
PI Sta 11+99.23
D
L = 70.99'
T = 35.66'
10.2'11'
50' R
26' R
26' R
.02
EXIST.
.02
.03
EXIST.
2
6'
+26.27
+03.06
.03
.03
.02
.02
.01
.03 1
6'
+68.00
T
Y
P
.+08.00
15
20
-Y3- POT Sta. 10+00.00
CONCRETE DRIVE
CONCRETE DRIVE
ASPHALT DRIVE
8:1 8
:
1
BL-8
-L- POT STA. 24+43.00
BEGIN CULVERT
-L- POT STA. 24+66.00
END CULVERT
D
R
I
V
E
G
R
A
V
E
L
-Y2- POT STA. 11+16.00
BEGIN CONSTRUCTION
DRIVE
SOIL
12
'
DRIVE
GRAVEL
TIE TO EXIST CURB
-Y3- STA. 16+50.19
-Y3- POT STA. 14+16.06
-Y3- POT STA. 11+13.27
BEGIN CONSTRUCTION
TIE TO EXIST SIDEWALK
TIE TO EXIST SIDEWALK
BL-3
-Y2- PC Sta. 11+63.57
CR
CR
CR
CR
4
"
C
O
N
C
R
E
T
E
I
S
L
A
N
D
C
O
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E
R
CR
CR
-Y3- STA. 17+3.86
-Y3- STA. 16+73.39
-Y3- STA. 16+84.63
TIE TO EXIST SIDEWALK*
BEGIN SIDEWALK
-Y3- STA. 17+49.46
TIE TO EXIST SIDEWALK*
-Y3- STA. 17+61.24
BEGIN SIDEWALK
-L- POT STA. 31+94.84
TIP PROJECT U-5878
END CONSTRUCTION
1
2
0'
R
O
W
6
0'
R
O
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END CONSTRUCTION
P
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5
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E
E
X
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T.
MONO. ISLAND
TIE TO EXIST CONC.
+84.78'
3'R
10'
-L- POT STA. 22+04.04
BEGIN CULVERT
-L- POT STA. 22+17.77
END CULVERT
BL-6
CR
CR
CR
7
8
9 10
11
6
19
20
21
22
23
24
5
6
60.00'
+32.06
60.00'
+32.06
60.00'
60.00'
+53.00
+53.00
55.50'
+68.65
45.00'
+30.13
45.00'
-L-
+98.57
-Y2-
45.00'
-L-
+97.62
45.00'
-L-
+44.35 -Y3-
+49.07
-Y3-
+96.68
55.50'
-L-
+44.35
+70.00
+55.00
+35.00
+15.00 +90.00
& 90.00'
60.00'
+80.00
+05.00
& 80.00'
60.00'& 80.00'
60.00'
+85.00
+10.00
+55.00
+15.00
& 90.00'
60.00'
89.00'90.00'
+10.00+82.00
+55.00
120.00'
60.00' &
150.00'
60.00' &
85.00'
60.00' &
EX. R/W
EX. R/W
& P/L
120.00'& P/L
70.00'
745' R
760' R
640' R
CHORD
CHORD
+75.00
+55.00
EX. R/W95.00'
+00.00
60.00'
+50.00
+16.00
+36.35
46.51'
+41.62
EX. R/W
CHORD
95.00'
55.50'
68.50' &
CHORD
CHORD
EX. R/W
41.00' &
+63.57
C
H
O
R
D
39.00'
+95.00
EX R/W
644.50' R
EX. R/W
+32.61
+39.40
111.77'
156.91'
DEED BOOK 3279, PAGES 94-97
EXISTING 20' UTILITY EASEMENT PER
APPROXIMATE LOCATION OF
DEED BOOK 3279, PAGES 94-97
EXISTING 20' UTILITY EASEMENT PER
APPROXIMATE LOCATION OF
5Z
85.00'
+10.00
+49.74
121.68'
60.00'
+20.94
150.20'
+13.44
146.03'
5
Z
67.49'
+35.01
CB
0503
CB
0501
0502
0500
7 SY GEOTEXTILE
2 TONS
CL B RIPRAP
CB
CB
CB
CB
CB
CB
CB
CB
CB
DI
DI
DI
DI
0506
0507
0508
0509
0510
0512
0511
0514
0513
0516
0515
0505
0504
14 SY GEOTEXTILE
5 TONS
CL B RIPRAP
0518
REMOVE
REMOVE
REMOVEREMOVE
REMOVE
REMOVE
RETAIN
RETAIN RETAIN
10 SY GEOTEXTILE
3 TONS
CL B RIPRAP
15" RCP-IV
18" RCP-IV
18" RCP-IV
24" RCP-IV
1
8
"
R
C
P
-
I
V
18" RCP-IV
1
5
"
R
C
P
-
I
V
18" RCP-IV
1
5
"
R
C
P
-
I
V
10 SY GEOTEXTILE
3 TONS
CL B RIPRAP
15
" RC
P-IV
REMOVE
SEE DETAIL C
SPECIAL CUT DITCH
REMOVE
(BANKS ONLY)
W/ GEOTEXTILE
EMBANKMENT
CL I RIP RAP
(BANKS ONLY)
W/ GEOTEXTILE
EMBANKMENT
CL I RIP RAP
IMPROVEMENTS
40 LF - CHANNEL
IMPROVEMENTS
32 LF - CHANNEL
3:1
D
3:
1
( Not to Scale)
SPECIAL CUT DITCH
FROM -Y2- STA. 12+00 TO STA. 12+20 LT
DETAIL C
Min. D=1 Ft.
Ground
Natural Slope
Ditch
Front
PROP. 12'X8' RCBC
P
R
O
P
.
2
@
11
'
X7
'
R
C
B
C
SEE OUTLET DETAIL
CL I RIP RAP
18" RCP-IV
0522
EST 50 SY GEOTEXTILE
EST 23 TONS
SEE DETAIL A
TOE PROTECTION
GEOTEXTILE
EST 39 SY
EST 18 TONS
SEE DETAIL A
TOE PROTECTION
0517
18" RPC-IV
15" RPC-IV
18" RPC-IV
15" RPC-IV
24" RPC-IV
CB 0519
15" RCP-IV
( Not to Scale)
LATERAL BASE DITCH
D
B
b
d
1"/Ft.
DETAIL B
*When B is < 6.0'
Ground
Natural
Slope
Fill
GEOTEXTILE
b= 5 Ft.
B= 2 Ft.
Max. d= 1 Ft.
Min. D= 1 Ft.
Type of Liner= Class I Rip-Rap
DDE=32 CY
76 SY GEOTEXTILE
34 TON CL I RIP-RAP
FROM STA. 24+65+/- TO STA. 25+44+/- RT
SEE DETAIL B
LATERAL 2' BASE DITCH
3:
1 3:1
Fill Slope3:1 or Flatter
b= 2 Ft.
d= 1 Ft.
Type of Liner= CL. B Rip-Rap
bGround
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
FROM -L- STA. 21+20+/- TO STA. 22+20+/- RT
FROM -L- STA. 21+00+/- TO STA. 21+70+/- LT
DETAIL A
18" RPC-IV
SEE DETAIL D
LATERAL 2' BASE DITCH
-L- STA. 22+11
-L- STA. 22+11 -L- STA. 24+54.50
-L- STA. 24+54.50
DDE=16 CY
FROM STA. 23+91 TO STA.24+31 RT
( Not to Scale)
3:13:
1 D
B
b
LATERAL BASE DITCH
1"/Ft.
DETAIL D
Ground
Natural
Slope
Fill
b=5 Ft.
B=2 Ft.
Min. D=1.5 Ft.
FROM STA. 23+91 TO STA.24+31 RT
SEE INLET DETAIL
CL I RIP RAP
0521
R
C
P
-
IV
2
4
"
R
C
P
-
IV
2
4
"
DDE = 40 CY
EST GEOTEXTILE = 70 SY
EST TONS CLASS 'I' = 55 TONS
PROP. 12'X8' RCBC
DDE = 131 CY
EST. COIR FIBER MATTING = 25 SY
EST. GEOTEXTILE FABRIC = 70 SY
EST. TONS CLASS 'I' = 61 TONS
PROP. 2@11'X7' RCBC
3
6"
R
C
P-III
0523
-L- STA. 22+11
-L- STA. 22+11 -L- STA. 24+54.50
-L- STA. 24+54.50
OUTLET TYPICAL
D
D
1.5'
KEY IN 1'
2'-3'
DEPTH VARIES
DDE = 40 CY
EST GEOTEXTILE = 70 SY
EST TONS CLASS 'I' = 55 TONS
3:1
3 :1
GROUND
NATURAL
KEY IN 1'
D
W/ GEOTEXTILE
CLASS 'I' RIP RAP
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOT TO SCALE
DEPTH 4'
DDE = 30 CY
EST GEOTEXTILE = 70 SY
EST TONS CLASS 'I' = 50 TONS
D
3:1
W/ GEOTEXTILE
CLASS 'I' RIP RAP
INLET TYPICAL
3 :1
GROUND
NATURAL
1.5'
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOT TO SCALE
D
D
PROP. 12'X8' RCBC
6'
CHANNEL
LOW FLOW
6'
BENCH
0.5'
6'
CHANNEL
LOW FLOW
6'
BENCH
0.5'
INLET TYPICAL
D
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOT TO SCALE
D
D
COIR FIBER MATTING
D
1.0'
DDE = 196 CY
EST. COIR FIBER MATTING = 29 SY
EST. GEOTEXTILE FABRIC = 79 SY
EST. TONS CLASS 'I' = 69 TONS
W/ GEOTEXTILE
CLASS 'I' RIP RAP
W/ GEOTEXTILE
CLASS 'I' RIP RAP
3 :13:1
NATURAL GROUND
11'
BENCH
11'
CHANNEL
LOW FLOW
3.0 - 4.0'
DD
1.5'
D
(LEFT TO RIGHT LOOKING DOWNSTREAM)
NOT TO SCALE
D
D
COIR FIBER MATTING
D
1.0'
DDE = 131 CY
EST. COIR FIBER MATTING = 25 SY
EST. GEOTEXTILE FABRIC = 70 SY
EST. TONS CLASS 'I' = 61 TONS
W/ GEOTEXTILE
CLASS 'I' RIP RAP
W/ GEOTEXTILE
CLASS 'I' RIP RAP
3 :13:1
NATURAL GROUND
11'
BENCH
11'
CHANNEL
LOW FLOW
3.0 - 4.0'
DD
1.5'
OUTLET TYPICAL
PROP. 2@11'X7' RCBC
S 41°53'43" E
96.21'
S 41°47'12" E
199.36'
N
5
1°2
6
'
15
"
E
15
.
3
5
'
S 41°53'43" E
125.71'
E
IP
E
IP
U
S
17
N
M
A
R
I
N
E
B
L
V
D
THE HARRY C. BROWN FAMILY LLC
DB 2376 PG 361
MB 43 PG 64
CHERIE T. BEVILL, et al
DB 2022 PG 518
MB 34 PG 99
E
X
IS
T
IN
G
R
/
W
N
4
7
°
4
4
'
16
"
E
10'
D
EED
BO
O
K 3
2
7
9
, P
AG
ES
9
4
-9
7
EXIS
TIN
G
2
0
' U
TILITY EAS
EMEN
T P
ER
APP
RO
XIMATE LO
C
ATIO
N
O
F
+05.98
601.38'
604.11'
+11.15'
5Z
5
6
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
10
/
2
1/
2
0
2
2
R
:
\
R
o
a
d
w
a
y
\
P
r
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p
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5
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d
g
n
M
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o
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e
D
S
8
/
1
7
/
9
9
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
U-5878 5
NC License Number F-0991
Morrisville, NC 27560
Suite 225
1600 Perimeter Park Dr.
STV Engineers, Inc.
N
AD
8
3
/2
0
11
COMMERCE RD
SEE SHEET 6 FOR -L- & -Y2- PROFILES
P
I
N
E
Y
G
R
E
E
N
R
D
P
I
N
E
Y
G
R
E
E
N
R
D
3,500*
N/A
3,700*
N/A
2042 ADT
2022 ADT
ENTRANCE
SHOPPING CENTER
M
A
T
C
H
LI
N
E
-
L-
S
T
A.
2
1
+
0
0.
0
0
S
E
E
S
H
E
E
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4
31,850
20,850
35,013
21,596
2,564
814
8,185
2,485
UPGRADED SIGNAL
5,500
1,500
* 2040 ADT
7,600*
N/A
R
E
V
IS
I
O
N
S
I
N
S
E
T
MAT
C
H
LINE
NAD 83/2011
SEE INSET THIS SHEET
MATCHLINE EASEMENT
CULVERT PLANS
SEE SHEET C-1 THRU C-10 FOR
PR OFESS
IO
N
A
L
E
N
GINEER
N ORTH CARO
LINA
SEAL
D
A
VI
D
PDETFARCDNAH
BOCKER
029984
PR OFESS
IO
N
A
LE
N
GIN EERORTLI
NA
SEAL
045257 PR OFESS
IO
N
A
LE
N
GIN EERORTLI
NA
SEAL H CAROHCARO
NN
NO
TSGNIVIL .A
K
C
IRT
A
P
RESIDENT ENGINEER.
AS DIRECTED BY THE
CONTRACTOR TO TIE IN
-L- END NOT UP TO DATE,
COUNTRY CLUB DRIVE BEYOND
ON NEW SECTION OF
* SURVEY OF SIDEWALKS
R
O
W
R
E
V
I
S
I
O
N
(
6
/
10
/
2
0
2
1)
D
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M
-
S
E
C
O
N
D
T
A
K
I
N
G
-
A
D
D
E
D
T
C
E
T
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P
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5
A
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D
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B
E
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D
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"5
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".
C
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T
R
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(
10
/
2
1/
2
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2
2
)
D
S
M
-
A
D
D
E
D
10
0
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O
F
3
6
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R
C
P
-
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A
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-
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-
S
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A
. 2
1+
15
+
/
-
1
1
F F
F
F
F
F
F
F
F
F
F F
F
F
F
F F F
F
F
F
F
F
F
FF
F
C
F
CC
F
F
F
F
C
F
DocuSign Envelope ID: 75287912-ABDD-4256-90C9-6543EBAFFB49
10/27/202210/26/2022