state of north carolina division of highways b … · type of work: 0 9 / 0 8 / 9 9 division of...
TRANSCRIPT
SITE 2
SITE 1
SITE 2
SITE 1SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SITE 6
SITE 7
SITE 8A
SITE 8
SITE 9
SITE 11
SITE 12
SITE 13
SITE 14
SITE 15
SITE 16
SITE 17SITE 18
SITE 19
SITE 20
SITE 20
SITE 21
SITE 23SITE 24
SITE 25
SITE 22
SITE 26
SITE 27
SITE 28
SITE 29
SITE 31
SITE 32
SITE 33
SITE 34
SITE 35
WETLAND AND SURFACE WATER IMPACTS PERMIT
SITE 32A
SITE 10
SITE 30
SITE 1ASITE 1B
SITE 3ASITE 3C
SITE 3B
SITE 6A
SITE 9A
SITE 10A
SITE 10C
SITE 10B
SITE 5B
SITE 20A
SITE 20B
SITE 22A
SITE 22B
2910
2915
2912
2941
27902955
2617
2564
26182621
2878
2566 28912638
26692567
25652877
2833
2835
25622561
25682526
2665
Hicone Rd. 25652620
2884
2831
2832
2563
2943
2819
2900
2901
290429042793
29812982
29342933
2787
2732
2909
2911
2565
47142565
2732
2732
2868
28672866
2865
28372869
2838
28612836
2839284128402862
28432842
2842
29462949
2913289229072897
2834
2622
2613
Camp BurtonMaintenanceCamp2835
28352832
2612
2613
2683
2937
3040
316131533025
28742850
30243163
2851
28482828
2829
2770
2830
2770
2832
Huffin
e
Mill
Rd.
Company 3026
2844
endover Ave.%70
2784
2948
2974
2823
2820
2825
Buffalo
3045 31323044
31552783 2871
2882
2770
2819
2821
Southern
N.C.RR.C
o.
2824
%70
2770
2982
2954
3163
F
H
FF
F
F
j
F
G
j
j
F
F
F
F
Q
H
G
G
F
G
4762
4763
%29
See Sheet 1-A For Index of Sheets
GREE
NSB
OR
O
CITY
LIM
ITS
W
4
5
6
78 9 10 11 12 13 14 15 16
17
18
19
20
2122
23
24
25
26
27
28
29
30
31
32
33
34
35
-Y2- S
OU
TH
ER
N
R\R
UT SOUTH BUFFALO CREEK
HU
FFIN
E
MIL
L RO
AD
-Y4- SR 2770
OAKLEIGH ROAD-Y5- SR 2829
UT NORTH BUFFALO CREEK
CA
MP B
URTO
N
RO
AD
-Y7- SR 2825
NORTH BUFFALO CREEK
HIN
ES C
HAPEL R
OA
D
-Y9- SR 2732
BRIARMEADE ROAD-Y10- SR 2834
-Y11- MCKN
IGHT M
ILL ROAD
UT NORTH BUFFALO CREEK
HIC
ON
E RO
AD
-Y22- SR 2565
STA. 11+22.00 -L- BEGIN TIP PROJECT U-2525B
See Sheet 1-B For Conventional Plan Sheet Symbols
BEGIN CONSTRUCTION-Y4- STA. 12+00.00
END CONSTRUCTION-Y4- STA. 56+00.00
BEGIN CONSTRUCTION-Y11- STA. 15+16.00
-Y11- STA. 35+00.00END CONSTRUCTION
-Y22- STA. 45+00.00
END CONSTRUCTION
BEGIN CONSTRUCTION
BEGIN BRIDGE
END BRIDGE
BEGIN BRIDGE
END BRIDGE
BEGIN BRIDGE BEGIN BRIDGE
BEGIN BRIDGE
END BRIDGE
BEGIN BRIDGE
END BRIDGE
BEGIN BRIDGE
END BRIDGE
BEGIN BRIDGE
END BRIDGE
-Y13- STA. 14+00.00
-Y13- US 29
END CONSTRUCTION-Y13- STA. 131+60.00
-Y13- US 29
TO
GREEN
SBO
RO
TO I-85 / I-40
TO
GREEN
SBO
RO
TO
BU
RLI
NG
TO
N
-L- (GREENSBORO EASTERN/NORTHERN LOOP)
PROJECTBEGIN
PROJECT END
TO YANCEY
VILLE
ROAD
-Y22- STA. 10+00.00
HUFFINE MILL ROAD-Y5B- SR 2770
36
38
39
END CONSTRUCTION
-Y26- STA. 39+75.00
END CONSTRUCTION
END CONSTRUCTION
-Y21A- STA. 25+08.88
END CONSTRUCTION-Y10A- STA. 14+40.00
END BRIDGE
END BRIDGE
BEGIN BRIDGE
BEGIN CONSTRUCTION-Y5B- STA. 12+00.00
VICINITY MAP
END CONSTRUCTION
-Y21- STA. 35+75.00CITY LIMITS
CITY LIMITS
CIT
Y LI
MITS
CITY LIMITS
CITY LIMITS
CITY LIMITS
CIT
Y LI
MITS
CIT
Y LI
MITS
END CONSTRUCTION
-Y3- STA. 25+80.00
BEGIN CONSTRUCTION
-Y3- STA. 12+59.00
-Y4A- STA. 10+00.00
SU
MMIT A
VE
-Y16-
-Y21A- STA. 12+64.15
BEGIN CONSTRUCTION
-Y1- STA. 9+70.00
BEGIN CONSTRUCTION
END CONSTRUCTION
-Y1- STA. 14+10.00
END BRIDGE
-DRV1- STA. 10+00.00
BEGIN CONSTRUCTION
END CONSTRUCTION-Y6- STA. 11+50.00
-Y5- STA. 11+50.00END CONSTRUCTION
-Y8- STA. 17+41.00BEGIN CONSTRUCTION
RA
NKIN
MIL
L R
OA
D-Y8- SR 2832
-Y8- STA. 20+48.00END CONSTRUCTION
BEGIN CONSTRUCTION
-Y10- STA. 31+07.49END CONSTRUCTION
-Y10A- STA. 10+33.87
BEGIN CONSTRUCTION
BEGIN CONSTRUCTION
END CONSTRUCTION-DRV3- STA. 13+77.40
BEGIN CONSTRUCTION-DRV2- STA. 10+00.00
See Sheet 1-C and 1-D For Survey Control Sheets
FUTURE GRADE SEPARATION
FUTURE CONE BLVD.
EXTENSION
-Y3- US 70
OLD BU
RLIN
GTO
N RO
AD
-Y1- O
LD US
70
-Y10- STA. 10+91.00
BEGIN CONSTRUCTION
END CONSTRUCTION
-SRV1- STA. 10+12.34
-SRV1- STA. 25+50.00
END CONSTRUCTION
-Y21B- STA. 10+79.45
BEGIN CONSTRUCTION-Y9- STA. 10+00.00
END CONSTRUCTION
-Y9- STA. 13+00.00
37
-Y23-
END CONSTRUCTION-Y23- STA. 52+17.81
END CONSTRUCTION-Y29- STA. 16+80.92
SKYLARK ROAD
-Y28- SR 2618
-Y24- KEREN ROAD
-Y29-
BEGIN CONSTRUCTION
-LACFLY- STA. 46+00.00
END CONSTRUCTION-Y28- STA. 11+10.00
2550
50 25
10 5 10 20
100
10050
50
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
DHV
D
T
V
=
=
=
=
=
=
20000
10
60
16
70
%
%
MPH
ADT
ADT
2014
2030
% *
N/A
* TTST 5% DUAL 11%
FUNC CLASS=INTERSTATE"STATEWIDE TIER"
LENGTH ROADWAY TIP PROJECT U-2525B = 4.504 Miles
LENGTH STRUCTURE TIP PROJECT U-2525B = 0.492 Miles
TOTAL LENGTH OF TIP PROJECT U-2525B = 4.996 Miles
MAY 22, 2012
MAY 20, 2014
JAMES A. SPEER, PE
DANIEL W. GARDNER JR., PE
U-2525B
34821.1.3 PE
U-2525B
GUILFORD COUNTY
GREENSBORO EASTERN LOOP FROM NORTH OF US 70
RELOCATION TO US 29 NORTH OF GREENSBORO NAD 83/ 95
THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF GREENSBORO.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III.
0
0
0
PROFILE (HORIZONTAL)
PROJECT LENGTH
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
DESIGN DATA Prepared in the Office of:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
DIVISION OF HIGHWAYS
2012 STANDARD SPECIFICATIONS
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
HYDRAULICS ENGINEER
ENGINEER
ROADWAY DESIGN
LOCATION:
TYPE OF WORK:
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
0
00
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
1000 Birch Ridge Dr., Raleigh NC, 27610
CO
NT
RA
CT:
TIP P
ROJE
CT:
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
GRADING, DRAINAGE, PAVING, SIGNALS, CULVERTS,
STA. 275+00.00 -L- END TIP PROJECT U-2525B
TO
DA
NVILLE
-L- STA. 174+19.01+/-
-L- STA. 175+25.92+/-
-L- STA. 14+33.60
-L- STA. 18+38.42
-L- STA. 25+43.45
-L- STA. 27+09.43
-L- STA. 128+28.00
-L- STA. 130+21.00
-L- STA. 137+65.00
-L- STA. 152+19.00
-L- STA. 267+15.89
-Y4- STA. 23+66.31
-Y4- STA. 25+47.09
-Y11- STA. 20+74.42
-Y11- STA. 22+63.75
-Y22- STA. 24+78.23
-Y22- STA. 27+60.80
RETAINING WALLS, AND STRUCTURES
R/W & UTILITIES34821.2.3
U-2525B R/W ACQUISTIONSTA. 292+66.46 -L- END
-L- STA. 269+86.14
-Y14- STA. 27+84.49END CONSTRUCTION
SR 2770 H
UFFINE
MILL R
D 22’ B
ST
8:1
SITE 2
GRAPHIC SCALE
0’ 100’100’
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
***
***
*
S SSURFACE WATERDENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
SITE 1B
SITE 1
SITE 1A
+49.80 -Y3RPA-
@ EXIST. R/W
@ EXIST. R/W
@ PL
CHORD
+70.00 -Y3RPA-
@ EXIST. R/W+30.00 -Y3RPA-
@ EXIST. R/W
BEGIN C/A FENCE
100.00’
100.00’
RETAIN EXIST. R/W
RETAIN EXIST. R/W
RETAIN EXIST. R/W
RETAIN EX
IST. R/W
RETAIN E
XIST. R/W
BEGIN C/A FENCE
1
1
4
2
4
3
BEGIN -L- STA. 11+22.00 TIP PROJECT U-2525B
+38.6
3
+51.14
PIs Sta 20+56.13
s = 2° 57’ 03.1"F Ls = 393.70’LT = 262.50’
ST = 131.27’
PI Sta 31+07.94= 27° 05’ 05.5" (RT)D
D = 1° 29’ 56.5"
L = 1,806.82
T = 920.62’
SE = .06
R = 3,822.17’
PI Sta 14+28.03
= 1° 17’ 15.8" (LT)D
D = 5° 43’ 46.5"
L = 22.47’
T = 11.24’
R = 1,000.00’
-Y3RPD-
-L- -Y2-
S 7° 08’ 30.5" E
-Y3- POT STA. 17+06.65
-L- POC STA. 26+21.65=
N 87° 55’ 18.3" E
-Y3- POT STA. 13+65.50=
-Y3RPA- POT STA. 23+80.68
S 12° 46’ 51.4" W
-L- TS STA. 17+93.62
-L- SC STA. 21+87.32
-L- POT STA. 10+00.00
-Y3- POT STA. 10+00.00
-Y3- POT STA. 22+47.78=
10+00
-L- POT STA. 14+99.25=
-Y1- POT STA. 12+29.32
15+00
-Y2- POT STA. 10+00.00
-Y2- PC STA. 14+16.80
-Y2- PT STA. 14+39.27
10+00
-L- POT STA. 17+34.10=
N 78° 0
6’ 13
.5" E
20+00
25+00
30+00
35+00
-Y2- POT STA. 12+44.32
15+00
20+00
25+00
20+00
15+00
-Y3-
-Y2-
-L-
-Y3RPA-
-Y3RPD-
SE = .08
PI Sta 15+72.72
D
L = 644.51’
T = 327.72’
R = 1,444.00’
PIs Sta 19+71.24
F
Ls = 245.00’
LT = 163.39’
ST = 81.72’
PIs Sta 24+89.90
F
Ls = 245.00’
LT = 163.39’
ST = 81.72’
PI Sta 27+00.97
D
L = 258.32’
T = 129.46’
R = 1,542.00’
SE = .03
-Y3RPD- POT Sta. 30+95.52
-Y3RPD- ST Sta. 21+34.51
-Y3RPD- TS Sta. 23+26.51
-Y3RPD- SC Sta. 25+71.51
-Y3RPD- PT Sta. 28+29.83
30+00
25+00
20+00
-Y1- POT STA. 9+70.00
-Y1- POT Sta. 14+17.52
-Y1-
PROPOSED SIGNAL
-Y3- POT STA. 26+00.00
NAD 83/ 95
C
C
F
F
F
F
F
F
F
F
FF
FF F F
FF
F
F
F
F
F
F
F F FF
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
C
C
CCC
CCCC
F
F
F
F
F
C
F
F
F
F
F
F
FF
F
FF
F
F
F
F
F
F
C
F
C
C
F
F
F
F
F
C
F
F
F
CC
15" C
SP
2GI
2GI
GRADE TO DRAIN
2GI
2GI
2GI
15" C
SP
2GI
CB
RE
MO
VE
RE
MO
VE
COLLAR AND EXTEND
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 12+70 TO STA. 20+00 -Y3RPD- (LT)
CB
15" 2GI
FS
FS
FS
Front DitchSlopeNatural
Ground3:1
D
( Not to Scale)
SPECIAL CUT DITCH
DETAIL S
Flatter
2:1 or
Type of Liner= GRASS
FROM STA. 26+50 TO STA. 30+00 -Y3RPD- (LT)
SEE DETAIL "S"
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
DETAIL P
@ STA. 18+98 -L- (MED)@ STA. 21+98 -L- (MED)@ STA. 32+52 -L- (MED)
Min. D= 1.0 Ft.
2GI
2GIFS
2GI
STA. 19+55 -Y3RPA- (RT.)BEGIN SBG @
2GI
W/ ELBOWSROD AND LUG
RETAIN
RETAIN
RETAIN
W/ ELBOWSROD AND LUG
RETAIN
RETAIN
W/ ELBOWSROD AND LUG
RETAIN
W/ ELBOWSROD AND LUG
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAINRETAIN
RETAIN
2GI
2GI
RETAIN
2GI
RETAIN
RETAIN
RETAIN
SEE DETAIL "C"
CLASS "B" RIPRAP
TOE PROTECTION
EST. 16 SY FABRIC
EST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
RETAIN
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
TB JB w/MH
COLLAR AND EXTEND
15"
EST. 5 SY FABRIC
EST. 1 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STA. 25+50 -Y3RPD- (LT.)BEGIN SBG @
2GI
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
Front DitchSlopeNatural
Ground3:1
Dd
Filter Fabric
( Not to Scale)
CUT DITCH
Flatter
2:1 or
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= Class "B" Rip-Rap
SEE DETAIL SHEET 2-LPSH
DETAIL X
SEE DETAIL "X"
81 SQYDS FILTER FAB.Est. 153 Tons
SPECIAL CUT DITCH
SPECIAL CUT DITCH
FROM STA. 24+22 TO STA. 26+50 -Y3RPD- (LT)
128 SQYDS FILTER FAB.Est. 58 Tons
@ STA. 37+02 -L- (MED)
SEE DETAIL "JM"LATERAL BASE DITCH
DETAIL JMLATERAL 5’ BASE DITCH
2:1 2:1
b
Fill Slope
dD
B
( Not to Scale)
Fabric
Filter
1"/Ft.
-
Natural
Ground
Std. No. 876.01
*When B is > 6.0’
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 36+50 TO STA. 48+39 -L- (LT)
b= 5.0 Ft.
B= 5.0 Ft.
Max. d=2.0 Ft.
Min. D= 2.0 Ft.
117 SQYDS FILTER FAB.Est. 59 Tons
( Not to Scale)
LATERAL BASE DITCH
Natural
Ground3:1
D
B
b
Fill
Slope
d3:1 1"/Ft.
DETAIL JN
*When B is < 6.0’
Type of Liner= Grass
b= 5.0 Ft.
B= 5.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
FROM STA. 35+00 TO STA. 36+50 -L- (LT)
REMOVE EX. CB
SEE DETAIL "JN"LATERAL BASE DITCH
SEE DETAIL SHEET 2-LPSH
RETAIN
15" R
CP-IV
15" RC
P-IV
15" RC
P-IV
15" RC
P-IV
15" RC
P-IV 15" RCP-IV
15" RC
P-IV
15"
CSP
W/ ELBOWSROD AND LUG
15" C
SP
15" C
SP
15" C
SP
15" C
SP W/ ELBOWS
ROD AND LUG
W/ ELBOWSROD AND LUG
30" RC
P-V
15"
15"
15"
15"
REMOVE 50’ OF 15" RCP
TBJB w/MH
REMOVE DI & 280’ OF 15" RCP
RETAIN
REMOVE DI & 28’ OF 15" RCP
15" RCP-IV
15" C
ON
C
15" CONC
15" C
ON
C
15" CONC
15" C
ON
C
DI
15" C
ON
C
DI
15" C
ON
C
DI
DI
15" CONC
15" C
ON
C
15" C
ON
C
CB
DI
18" CONC
DI
DI
15" C
ON
C15
" CO
NC
15" C
ON
C
12" C
MP
DI
DI
15" C
MP
15" C
MP
DI
15" CMP
15" C
ON
CCB
15" CONC
CB
CB
CB
CB
CB
CB
15"
CO
NC
CB
CB
CB
CB24" C
ON
C
12" C
MP
12" C
MP
12" C
MP
CB
15" C
ON
C
15" C
ON
C
DI
CB
CB
CB
DI
CB
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" C
MP
15" C
MP
15" C
MP
12" C
MP
DI
DI
S03°09’11"E
400.06’
N06°30’00"W
821.06’
N02°18’19"E
1002.61’
ALLENE WYRICK DEWEESE
PIERRE A. GORIA
NCDOT
NCDOT
EIP
R/
W
MO
N
R/W MON
S51°2
7’4
8"W
113.2
7’
48.31+
R/W MON
R/W MONR/W MON
S84°4
9’2
0"E
290.7
6’
S89°0
7’3
9"W
228.7
9’
R/W MON
MON
R/W
CITY OF GREENSBORO
NCDOT
CITY OF GREENSBORO
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
MON
R/W
MON
R/W
KOTIS COMPANY, LLC
KOTIS COMPANY, LLC
ARC COMMUNITIES 15, LLC
XX
CB
X
XX
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X
X
XX
X X
YYY
Y
X
YY
YY
Y
XX
X
X
XX
R
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" C
ON
C
12" C
MP
CB
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C15" C
ON
C
15" C
ON
C
15" C
ON
C
15" CONC DI
15" CONC
15" C
ON
C
15" C
ON
C
DI
18" CONC
DI
24" C
ON
C
15" C
MP
15" C
ON
C15
" CO
NC
15" C
ON
C
15" C
MP
CB
15" C
MP
15" C
MP
12" C
MP
12" C
MP
DI
15" C
MP
15" C
MP
15" CMP
15" C
ON
C
24’ BST
MTL
MTL
MT
L
MT
L
MT
L
MT
L
30" C
&G
INT 840 12’ BST
INT
840 16’
BST
30" C&G
MT
L
MT
L
SO
UT
HE
RN
R/
R
MTL
MTL
MTL
R2
R3
R4
P5
P12
60" WW & 1S
BW
60" WW & 1SBW
60" W
W
& 1S
BW
60" W
W &
1SBW
R6
R7
P8
R9
P10
R11
BST
BS
T
60" WW
& 1SBW
60" WW & 1SBW
CONC
CO
NC
15’ BST
30" C&G
CO
NC IS
L
30" C
&G
30" C
&G
3’ CMB
3’ CMB
CO
NC IS
L
3’ CMB
MT
L
15" CONC
MT
L
30" C&G
30" C&G
60" WW & 1
SBW
z
LT
10’ BST
16’ BST
MTL
P
BST
BST
WALL30" CONC
WALL30" CONC
30" CO
NC W
ALL
30" CO
NC W
ALL
EOT
EOT
EOT
EOT
EOP
EOP
BST
12’ BST
4’ BST
11’ BST
O
O
O
O
O
O
O
Y
YY
Y
YYYYY
YY
Y Y YYYY
YYYY
YYYY
Y
YYYY Y
YYYYYYYY
X
XX
XX
XXX
XXX
X
XX
X X
XXX
XX
XXXX
X
X X
X
X
XX
XX
X
O
v
v
XXX
v
v
v
v
O
O
OO
O O
O
v
v
O
X XX
XX
X
XX
XX
X
XX
XXX X
XXX
XX
X
X XX X
X
XX X
X
XX X X
XX
X
XX X X X X X X X X X
XX
XXX
XXX
X
X
YY Y Y Y Y Y Y Y Y Y Y Y Y
YYYY Y YYY
v
v
O
X X
X X
X
XXX YYYYYYYY
YY
YYY
YY Y
Y
X X
X X
X XX
X XX
X X
X
X
XX
XX
XXXX X
X
X
v
v
T
O
X
X X X XXX
XX
XX
X
XX X
XXX
XX
X
XX
XX
XX
X
X
X XX X X
X
YYYY
YYYY
X
Y
X
MOBILE HOME SALES
HTR
HTR
HTR
HTR
RIP RAP
60" WW & 1SBW
24’ BST
CONC
CONCCONC
DI
CB
CB
CB
CONC
CONC
CONC
DI
DI
CB
HTR
HTR
LT
DI
CB
DI
12" C
MP
DI
12" C
MP
CB
CB
15" CONC
15"
CO
NC
CB
CBCB
CB
CBCB
CONC
CONC
CONC
CONC
DI
CB
CB
CB
CB
DI
CB
DI
DI
CONC
CB
DI
BST
1SFBUS
HTR
WD
HTR
HTR
HTR
CONC
CONC
BUS
1SMTL
WD
GATES
MTL
BST
CB
CB
60"
WW
&
1SB
W
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G30"
C&
G
30"
C&
G
60"
WW
&
3S
BW
60"
WW
&
1SB
W
60"
WW
&
1SB
W
US 70
BS
T
US 70
BS
T
OLD
US 70
OLD
BU
RLIN
GT
ON
RD 28’ B
ST
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 U-2525B
6/2/99
MA
TC
HLIN
E -L- STA. 38+
00.0
0 SEE S
HEET 5
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
TO
PLO
T FU
LL SIZ
E 62"X34"
SEE SHEET 40 FOR -L- PROFILESEE SHEET 52 FOR -Y1-, -Y2-, & -Y3- PROFILESEE SHEET 53 FOR -Y3RPA- PROFILESEE SHEET 53 & 54 FOR -Y3RPD- PROFILE
SEE SHEET 2-J FOR BRIDGE SKETCHES
MA
TC
HLIN
E -Y3
RPD- STA. 19
+00.0
0 SEE S
HEET 5
S
S
S
S
W
W
SS
SS
S
S
SITE 2
GRAPHIC SCALE
0’ 100’100’
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
***
***
*
S SSURFACE WATERDENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
SITE 1B
SITE 1
SITE 1A
+49.80 -Y3RPA-
@ EXIST. R/W
@ EXIST. R/W
@ PL
CHORD
+70.00 -Y3RPA-
@ EXIST. R/W+30.00 -Y3RPA-
@ EXIST. R/W
BEGIN C/A FENCE
100.00’
100.00’
RETAIN EXIST. R/W
RETAIN EXIST. R/W
RETAIN EXIST. R/W
RETAIN EX
IST. R/W
RETAIN E
XIST. R/W
BEGIN C/A FENCE
1
1
4
2
4
3
BEGIN -L- STA. 11+22.00 TIP PROJECT U-2525B
+38.6
3
+51.14
PIs Sta 20+56.13
s = 2° 57’ 03.1"F Ls = 393.70’LT = 262.50’
ST = 131.27’
PI Sta 31+07.94= 27° 05’ 05.5" (RT)D
D = 1° 29’ 56.5"
L = 1,806.82
T = 920.62’
SE = .06
R = 3,822.17’
PI Sta 14+28.03
= 1° 17’ 15.8" (LT)D
D = 5° 43’ 46.5"
L = 22.47’
T = 11.24’
R = 1,000.00’
-Y3RPD-
-L- -Y2-
S 7° 08’ 30.5" E
-Y3- POT STA. 17+06.65
-L- POC STA. 26+21.65=
N 87° 55’ 18.3" E
-Y3- POT STA. 13+65.50=
-Y3RPA- POT STA. 23+80.68
S 12° 46’ 51.4" W
-L- TS STA. 17+93.62
-L- SC STA. 21+87.32
-L- POT STA. 10+00.00
-Y3- POT STA. 10+00.00
-Y3- POT STA. 22+47.78=
10+00
-L- POT STA. 14+99.25=
-Y1- POT STA. 12+29.32
15+00
-Y2- POT STA. 10+00.00
-Y2- PC STA. 14+16.80
-Y2- PT STA. 14+39.27
10+00
-L- POT STA. 17+34.10=
N 78° 0
6’ 13
.5" E
20+00
25+00
30+00
35+00
-Y2- POT STA. 12+44.32
15+00
20+00
25+00
20+00
15+00
-Y3-
-Y2-
-L-
-Y3RPA-
-Y3RPD-
SE = .08
PI Sta 15+72.72
D
L = 644.51’
T = 327.72’
R = 1,444.00’
PIs Sta 19+71.24
F
Ls = 245.00’
LT = 163.39’
ST = 81.72’
PIs Sta 24+89.90
F
Ls = 245.00’
LT = 163.39’
ST = 81.72’
PI Sta 27+00.97
D
L = 258.32’
T = 129.46’
R = 1,542.00’
SE = .03
-Y3RPD- POT Sta. 30+95.52
-Y3RPD- ST Sta. 21+34.51
-Y3RPD- TS Sta. 23+26.51
-Y3RPD- SC Sta. 25+71.51
-Y3RPD- PT Sta. 28+29.83
30+00
25+00
20+00
-Y1- POT STA. 9+70.00
-Y1- POT Sta. 14+17.52
-Y1-
PROPOSED SIGNAL
-Y3- POT STA. 26+00.00
NAD 83/ 95
C
C
F
F
F
F
F
F
F
F
FF
FF F F
FF
F
F
F
F
F
F
F F FF
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
C
C
CCC
CCCC
F
F
F
F
F
C
F
F
F
F
F
F
FF
F
FF
F
F
F
F
F
F
C
F
C
C
F
F
F
F
F
C
F
F
F
CC
15" C
SP
2GI
2GI
GRADE TO DRAIN
2GI
2GI
2GI
15" C
SP
2GI
CB
RE
MO
VE
RE
MO
VE
COLLAR AND EXTEND
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 12+70 TO STA. 20+00 -Y3RPD- (LT)
CB
15" 2GI
FS
FS
FS
Front DitchSlopeNatural
Ground3:1
D
( Not to Scale)
SPECIAL CUT DITCH
DETAIL S
Flatter
2:1 or
Type of Liner= GRASS
FROM STA. 26+50 TO STA. 30+00 -Y3RPD- (LT)
SEE DETAIL "S"
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
DETAIL P
@ STA. 18+98 -L- (MED)@ STA. 21+98 -L- (MED)@ STA. 32+52 -L- (MED)
Min. D= 1.0 Ft.
2GI
2GIFS
2GI
STA. 19+55 -Y3RPA- (RT.)BEGIN SBG @
2GI
W/ ELBOWSROD AND LUG
RETAIN
RETAIN
RETAIN
W/ ELBOWSROD AND LUG
RETAIN
RETAIN
W/ ELBOWSROD AND LUG
RETAIN
W/ ELBOWSROD AND LUG
RETAIN
RETAIN
RETAIN
RETAIN
RETAIN
RETAINRETAIN
RETAIN
2GI
2GI
RETAIN
2GI
RETAIN
RETAIN
RETAIN
SEE DETAIL "C"
CLASS "B" RIPRAP
TOE PROTECTION
EST. 16 SY FABRIC
EST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
RETAIN
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
TB JB w/MH
COLLAR AND EXTEND
15"
EST. 5 SY FABRIC
EST. 1 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STA. 25+50 -Y3RPD- (LT.)BEGIN SBG @
2GI
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
Front DitchSlopeNatural
Ground3:1
Dd
Filter Fabric
( Not to Scale)
CUT DITCH
Flatter
2:1 or
Max. d= 1.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= Class "B" Rip-Rap
SEE DETAIL SHEET 2-LPSH
DETAIL X
SEE DETAIL "X"
81 SQYDS FILTER FAB.Est. 153 Tons
SPECIAL CUT DITCH
SPECIAL CUT DITCH
FROM STA. 24+22 TO STA. 26+50 -Y3RPD- (LT)
128 SQYDS FILTER FAB.Est. 58 Tons
@ STA. 37+02 -L- (MED)
SEE DETAIL "JM"LATERAL BASE DITCH
DETAIL JMLATERAL 5’ BASE DITCH
2:1 2:1
b
Fill Slope
dD
B
( Not to Scale)
Fabric
Filter
1"/Ft.
-
Natural
Ground
Std. No. 876.01
*When B is > 6.0’
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 36+50 TO STA. 48+39 -L- (LT)
b= 5.0 Ft.
B= 5.0 Ft.
Max. d=2.0 Ft.
Min. D= 2.0 Ft.
117 SQYDS FILTER FAB.Est. 59 Tons
( Not to Scale)
LATERAL BASE DITCH
Natural
Ground3:1
D
B
b
Fill
Slope
d3:1 1"/Ft.
DETAIL JN
*When B is < 6.0’
Type of Liner= Grass
b= 5.0 Ft.
B= 5.0 Ft.
Max. d= 2.0 Ft.
Min. D= 2.0 Ft.
FROM STA. 35+00 TO STA. 36+50 -L- (LT)
REMOVE EX. CB
SEE DETAIL "JN"LATERAL BASE DITCH
SEE DETAIL SHEET 2-LPSH
RETAIN
15" R
CP-IV
15" RC
P-IV
15" RC
P-IV
15" RC
P-IV
15" RC
P-IV 15" RCP-IV
15" RC
P-IV
15"
CSP
W/ ELBOWSROD AND LUG
15" C
SP
15" C
SP
15" C
SP
15" C
SP W/ ELBOWS
ROD AND LUG
W/ ELBOWSROD AND LUG
30" RC
P-V
15"
15"
15"
15"
REMOVE 50’ OF 15" RCP
TBJB w/MH
REMOVE DI & 280’ OF 15" RCP
RETAIN
REMOVE DI & 28’ OF 15" RCP
15" RCP-IV
15" C
ON
C
15" CONC
15" C
ON
C
15" CONC
15" C
ON
C
DI
15" C
ON
C
DI
15" C
ON
C
DI
DI
15" CONC
15" C
ON
C
15" C
ON
C
CB
DI
18" CONC
DI
DI
15" C
ON
C15
" CO
NC
15" C
ON
C
12" C
MP
DI
DI
15" C
MP
15" C
MP
DI
15" CMP
15" C
ON
CCB
15" CONC
CB
CB
CB
CB
CB
CB
15"
CO
NC
CB
CB
CB
CB24" C
ON
C
12" C
MP
12" C
MP
12" C
MP
CB
15" C
ON
C
15" C
ON
C
DI
CB
CB
CB
DI
CB
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" C
MP
15" C
MP
15" C
MP
12" C
MP
DI
DI
S03°09’11"E
400.06’
N06°30’00"W
821.06’
N02°18’19"E
1002.61’
ALLENE WYRICK DEWEESE
PIERRE A. GORIA
NCDOT
NCDOT
EIP
R/
W
MO
N
R/W MON
S51°2
7’4
8"W
113.2
7’
48.31+
R/W MON
R/W MONR/W MON
S84°4
9’2
0"E
290.7
6’
S89°0
7’3
9"W
228.7
9’
R/W MON
MON
R/W
CITY OF GREENSBORO
NCDOT
CITY OF GREENSBORO
R/W MON
R/W MON
R/W MON
R/W MON
R/W MON
MON
R/W
MON
R/W
KOTIS COMPANY, LLC
KOTIS COMPANY, LLC
ARC COMMUNITIES 15, LLC
XX
CB
X
XX
X
X
z
O
Y Y
XXXX
XX
X
X
X XX
X X
T
O
YYX
X
X
XXX
X
X
XX
X X
YYY
Y
X
YY
YY
Y
XX
X
X
XX
R
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" C
ON
C
12" C
MP
CB
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C15" C
ON
C
15" C
ON
C
15" C
ON
C
15" CONC DI
15" CONC
15" C
ON
C
15" C
ON
C
DI
18" CONC
DI
24" C
ON
C
15" C
MP
15" C
ON
C15
" CO
NC
15" C
ON
C
15" C
MP
CB
15" C
MP
15" C
MP
12" C
MP
12" C
MP
DI
15" C
MP
15" C
MP
15" CMP
15" C
ON
C
24’ BST
MTL
MTL
MT
L
MT
L
MT
L
MT
L
30" C
&G
INT 840 12’ BST
INT
840 16’
BST
30" C&G
MT
L
MT
L
SO
UT
HE
RN
R/
R
MTL
MTL
MTL
R2
R3
R4
P5
P12
60" WW & 1S
BW
60" WW & 1SBW
60" W
W
& 1S
BW
60" W
W &
1SBW
R6
R7
P8
R9
P10
R11
BST
BS
T
60" WW
& 1SBW
60" WW & 1SBW
CONC
CO
NC
15’ BST
30" C&G
CO
NC IS
L
30" C
&G
30" C
&G
3’ CMB
3’ CMB
CO
NC IS
L
3’ CMB
MT
L
15" CONC
MT
L
30" C&G
30" C&G
60" WW & 1
SBW
z
LT
10’ BST
16’ BST
MTL
P
BST
BST
WALL30" CONC
WALL30" CONC
30" CO
NC W
ALL
30" CO
NC W
ALL
EOT
EOT
EOT
EOT
EOP
EOP
BST
12’ BST
4’ BST
11’ BST
O
O
O
O
O
O
O
Y
YY
Y
YYYYY
YY
Y Y YYYY
YYYY
YYYY
Y
YYYY Y
YYYYYYYY
X
XX
XX
XXX
XXX
X
XX
X X
XXX
XX
XXXX
X
X X
X
X
XX
XX
X
O
v
v
XXX
v
v
v
v
O
O
OO
O O
O
v
v
O
X XX
XX
X
XX
XX
X
XX
XXX X
XXX
XX
X
X XX X
X
XX X
X
XX X X
XX
X
XX X X X X X X X X X
XX
XXX
XXX
X
X
YY Y Y Y Y Y Y Y Y Y Y Y Y
YYYY Y YYY
v
v
O
X X
X X
X
XXX YYYYYYYY
YY
YYY
YY Y
Y
X X
X X
X XX
X XX
X X
X
X
XX
XX
XXXX X
X
X
v
v
T
O
X
X X X XXX
XX
XX
X
XX X
XXX
XX
X
XX
XX
XX
X
X
X XX X X
X
YYYY
YYYY
X
Y
X
MOBILE HOME SALES
HTR
HTR
HTR
HTR
RIP RAP
60" WW & 1SBW
24’ BST
CONC
CONCCONC
DI
CB
CB
CB
CONC
CONC
CONC
DI
DI
CB
HTR
HTR
LT
DI
CB
DI
12" C
MP
DI
12" C
MP
CB
CB
15" CONC
15"
CO
NC
CB
CBCB
CB
CBCB
CONC
CONC
CONC
CONC
DI
CB
CB
CB
CB
DI
CB
DI
DI
CONC
CB
DI
BST
1SFBUS
HTR
WD
HTR
HTR
HTR
CONC
CONC
BUS
1SMTL
WD
GATES
MTL
BST
CB
CB
60"
WW
&
1SB
W
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G
30"
C&
G30"
C&
G
30"
C&
G
60"
WW
&
3S
BW
60"
WW
&
1SB
W
60"
WW
&
1SB
W
US 70
BS
T
US 70
BS
T
OLD
US 70
OLD
BU
RLIN
GT
ON
RD 28’ B
ST
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
LOCATION:
DESIGNED BY:
CHECKED BY:
COUNTY:TIP NO.:
DATE:
PLANS
02550 50 100
GRAPHIC SCALE
REVISIONS
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
4 U-2525B
6/2/99
MA
TC
HLIN
E -L- STA. 38+
00.0
0 SEE S
HEET 5
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
TO
PLO
T FU
LL SIZ
E 62"X34"
SEE SHEET 40 FOR -L- PROFILESEE SHEET 52 FOR -Y1-, -Y2-, & -Y3- PROFILESEE SHEET 53 FOR -Y3RPA- PROFILESEE SHEET 53 & 54 FOR -Y3RPD- PROFILE
SEE SHEET 2-J FOR BRIDGE SKETCHES
MA
TC
HLIN
E -Y3
RPD- STA. 19
+00.0
0 SEE S
HEET 5
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S
S
S
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W
W
SS
SS
S
S
GRAPHIC SCALE
0’ 100’100’
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
***
***
*
S SSURFACE WATERDENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
SITE 1B
SITE 1
SITE 1A
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
U-2525B
PROJECT REFERENCE NO. SHEET NO.
ENGINEER
HYDRAULICS03-19-13
R/
W
RE
VISIO
N (D
WG) -
CO
MBIN
ED
PA
RC
ELS 4
AN
D 79 IN
TO P
AR
CE
L 4 (CIT
Y
OF
GR
EE
NS
BO
RO).
4 & 5
+49.80 -Y3RPA-
@ EXIST. R/W
+70.00 -Y3RPA-
@ EXIST. R/W+30.00 -Y3RPA-
@ EXIST. R/W
100.00’
100.00’
RETAIN EXIST. R/W
RETAIN EXIST. R/W
RETAIN EXIST. R/W
BEGIN C/A FENCE
CHORD
1
1
4
3
SE = .06
R = 3,822.17’ R = 1,000.00’
-Y3RPD-
-Y3- POT STA. 17+06.65
-L- POC STA. 26+21.65=
-Y3RPA- POT STA. 10+00.00=
S 12° 46’ 51.4" W
-L- CS STA. 39+94.14
30+00
35+00
40+00
20+00
15+00
-Y3RPA-
-Y3RPA-
-Y3RPD-
SE = .08
PI Sta 15+72.72
D
L = 644.51’
T = 327.72’
R = 1,444.00’
PIs Sta 19+71.24
F
Ls = 245.00’
LT = 163.39’
ST = 81.72’
PIs Sta 24+89.90
F
Ls = 245.00’
LT = 163.39’
ST = 81.72’
PI Sta 27+00.97
D
L = 258.32’
T = 129.46’
R = 1,542.00’
SE = .03
-Y3RPD- SC Sta. 25+71.5120+
00
15+00
S 12° 46’ 51.4" W
-L- POC STA. 39+54.00 47.00’ LT.
NAD 83/ 95
F
F
F
F
F
F
F F FF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
FF
FFFF
F
F
F
F
FF
F
F
F
F
F
F
F
F
FF
F
FF
F
F
F
F
F
FF
F
2GI
15" C
SP
2GI
2GI
2GI
18" C
SP
FS
15" C
SP
GRADE TO DRAIN
2GI
FS
FS
STA. 19+55 -Y3RPA- (RT.)BEGIN SBG @
2GI
W/ ELBOWS
ROD AND LUG
2GI
RETAIN
RETAIN
W/ ELBOWS
ROD AND LUG
EST. 16 SY FABRIC
EST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRIC
EST. 1 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRIC
EST. 1 TON
W/ FILTER FABRIC
CLASS "B" RIP RAP
EST. 10 SY FABRIC
EST. 3 TONS
W/ FILTER FABRIC
CLASS "B" RIP RAP
SEE DETAIL "JM"LATERAL BASE DITCH
SEE DETAIL "JM"
LATERAL BASE DITCH
SEE DETAIL "JN"LATERAL BASE DITCH
SEE DETAIL SHEET 2-LPSH
15"
CSP
W/ ELBOWSROD AND LUG
30" RC
P-V
18"
RCP-IV 15"
15"
15"
15"
15"
15"
W/ ELBOWS
ROD AND LUG
DI
18" CONC
DI
N85°13
’14"W
904.7
8’
S05°24’20"W
N02°18’19"E
1002.61’
NCDOT
EIP
674.25’
S84°4
9’2
0"E
290.7
6’
CITY OF GREENSBORO
NCDOT
R/W MON
R/W MON
R/W MON
KOTIS COMPANY, LLC
KOTIS COMPANY, LLC
KOTIS COMPANY, LLC
X
X
DI
18" CONC
DI
15" C
MP
60" WW & 1SBW
3’ CMB
30" C&G
z
z
X X
X
T
CB
60"
WW
&
1SB
W
SITE 2
GRAPHIC SCALE
0’ 100’100’
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
***
***
*
S SSURFACE WATERDENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
R/W SHEET NO.
ROADWAY DESIGN
ENGINEER
U-2525B
PROJECT REFERENCE NO. SHEET NO.
ENGINEER
HYDRAULICS03-19-13
R/
W
RE
VISIO
N (D
WG) -
CO
MBIN
ED
PA
RC
ELS 4
AN
D 79 IN
TO P
AR
CE
L 4 (CIT
Y
OF
GR
EE
NS
BO
RO).
4
@ EXIST. R/W
+89.51 -Y3RPD-
@ PL
90.00’CHORD
BEGIN C/A FENCE
RETAIN EX
IST. R/W
1
4
2
4
+38.6
3
S 7° 08’ 30.5" E
-Y3- POT STA. 17+06.65
-L- POC STA. 26+21.65=
N 87° 55’ 18.3" E
-L- CS STA. 39+94.14
30+00
35+00
40+00
-Y3RPD-
-Y3RPD- ST Sta. 21+34.51
-Y3RPD- TS Sta. 23+26.51
-Y3RPD- SC Sta. 25+71.51
-Y3RPD- PT Sta. 28+29.83
30+00
25+00
20+00
-Y3RPD- CS Sta. 18+89.51
S 12° 46’ 51.4" W
PROPOSED SIGNAL
F
F
F
F
F F FF
FF
F
FF
F
FFF
F
F
F
F
F
F
F
F
F
F
F
F
F
F
C
F
C
C
CCC
CCCC
F
F
F
F
F
C
F
F
F
F
F
F
F
F
C
F
F
F
CC
15" C
SP
2GI
2GI
FROM STA. 48+55 TO STA. 48+75 -L- (LT) (Est. Qty 22 tons)
FROM STA. 48+36 TO STA. 48+56 -L- (RT) (Est. Qty 23 tons)
FROM STA. 48+95 TO STA. 49+15 -L- (RT) (Est. Qty 23 tons)
COLLAR AND EXTEND
CB
15" 2GI
FS
FS
SEE DETAIL "S"
RETAIN
RETAIN
RETAIN
RETAINRETAIN
RETAIN
2GI
2GI
RETAIN
2GI
RETAIN
RETAIN
RETAIN
SEE DETAIL "C"
CLASS "B" RIPRAP
TOE PROTECTION
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
STA. 25+50 -Y3RPD- (LT.)BEGIN SBG @
2GI
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
SEE DETAIL SHEET 2-LPSH
SEE DETAIL "X"
SPECIAL CUT DITCH
SPECIAL CUT DITCH
RETAIN
15" RC
P-IV 15" RCP-IV
15" RC
P-IV 15
" C
SP W/ ELBOWS
ROD AND LUG
W/ ELBOWSROD AND LUG
30" RC
P-V
15"
15"
15"
15"
15"
REMOVE 50’ OF 15" RCP
SEE DETAIL "C"
CLASS "B" RIPRAP
TOE PROTECTION
TBJB w/MH
REMOVE DI & 280’ OF 15" RCP
RETAIN
REMOVE DI & 28’ OF 15" RCP
15" RCP-IV
DI
15" C
ON
C
DI
15" C
ON
C
DI
DI
15" CONC
15" C
ON
C
15" C
ON
C
CB
DI
18" CONC
DI
DI
15" C
ON
C
15" C
ON
C
CB
15" CONC
CB
24" C
ON
C
DI
CB
CB
CB
DI
CB
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C
15" CONC
15" C
ON
C
S03°09’11"E
400.06’
EIP
R/
W
MO
N
S51°2
7’4
8"W
113.2
7’
R/W MONR/W MON
S89°0
7’3
9"W
228.7
9’
R/W MON
CITY OF GREENSBORO
NCDOT
CITY OF GREENSBORO
MON
R/W
MON
R/W
ARC COMMUNITIES 15, LLC
O
Y Y
X
O
YYX
X
X
XXX
X
X
XX
X X
YYY
Y
X
YY
YY
Y
XX
X
X
XX
15" CONC
15" C
ON
C
15" C
ON
C
15" C
ON
C15" C
ON
C
15" C
ON
C
15" C
ON
C
15" CONC DI
15" CONC
15" C
ON
C
15" C
ON
C
DI
18" CONC
DI
24" C
ON
C
15" C
MP
15" C
ON
C15
" CO
NC
15" C
ON
C
CB
R11
BST
BS
T
60" WW
& 1SBW
CONC
CO
NC
15’ BST
30" C&G
30" C
&G
30" C
&G
3’ CMB
15" CONC
30" C&G
30" C&G
LT
10’ BST
16’ BST
O
X X
X X
X XX
X XX
X X
X
X
XX
XX X
X X X XXXXXX
XX X
X
X
XXXXX
X
X
XXXXX
X
X
X
O
O
X
X X X XXX
XX
XX
X
XX X
XXX
XX
X
XX
XX
XX
X
X
XXXXXXXXXXXX
XX
XXXXX
XXXXXXX
XX X
X
X
XX X
X
YYYY
YYYY
X
Y
X
HTR
HTR
HTR
HTR
RIP RAP
60" WW & 1SBW
CB
HTR
HTR
LT
DI
CB
CONC
CONC
DI
CB
CB
DI
CB
DI
DI
CONC
CB
DI
BST
1SFBUS
HTR
WD
HTR
HTR
HTR
CONC
CONC
CB
CB
30"
C&
G
30"
C&
G
30"
C&
G
60"
WW
&
1SB
W
60"
WW
&
1SB
W
S
S
S
S
SS
SS
S
S
S
S
S
S
SS SS
S
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
710 710
720 720
730 730
740 740
750 750
760 760
770 770
780 780
37+50.00
710 710
720 720
730 730
740 740
750 750
760 760
770 770
38+00.00
X-19U-2525B
-L-
5 10
724.21
0.060
D.P. 762.785
6:1 5.460:1
0.000 0.000
- Y3RPA -
OFF -60.96
STA 12+07.33
2:1
2:12:1
EL=725.64
722.40
0.0606:1 5.460
:10.019 0.020
- Y3RPA -
OFF -56.51
STA 11+56.36
2:1
2:12:1
EL=725.39
SITE 1
WLB
WLB
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
730 730
740 740
750 750
760 760
770 770
780 780
720 72015+65.00
730 730
740 740
750 750
760 760
770 770
780 780
720 72016+15.00
X-198U-2525B
-Y3RPA-
5 10
732.94
0.020 0.0204:1
SP 1
2:1
WLB
SITE 1
735.15
0.020 0.0204:1
4:1
SP 2
2:1
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
720 720
730 730
740 740
750 750
760 760
770 770
710 710
24+50.00
730 730
740 740
750 750
760 760
770 770
720 72025+00.00
X-214U-2525B
-Y3RPD-
5 10
726.98
0.015
4:1
3:1
0.015
2:1
EL.=721.07’
WBL
WBL
SITE 2E 1794270.4
346
N 852949.2
357
733.36
0.021
4:1
3:1
0.021
2:1
EL.=725.21’
SITE 4
GRAPHIC SCALE
0’ 100’100’
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
S SSURFACE WATER
DENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 3A
SITE 1B
SITE 1
SITE 3
SITE 3B
SITE 3C
300’ PR
OP.
R/W
CHORD
+15.00 -L-
184.00’160.00’
+80.00 -L-
184.00’150.00’
CHORD
3
5
4
4
6
PI Sta 31+07.94
= 27° 05’ 05.5" (RT)
L = 1,806.82D = 1° 29’ 56.5"D
T = 920.62’
R = 3,822.17’
SE = .06
PIs Sta 41+25.41s = 2° 57’ 03.1"F
Ls = 393.70’
LT = 262.50’
ST = 131.27’
-Y3RPD--L-
47.00’ RT.
-Y3RPA- POT STA. 10+00.00=
-L- CS STA. 39+94.14
-L- ST STA. 43+87.84
40+00
45+0050+00
-Y3RPA-
-Y3RPD-
-L-
PIs Sta 11+63.39
F
Ls = 245.00’
LT = 163.39’
ST = 81.72’
L = 644.51’
PI Sta 15+72.72
D
T = 327.72’
R = 1,444.00’
SE = .08
-Y3RPD- ST Sta. 10+00.00 =
-L- POTSta. 47+13.14
-Y3RPD- SC Sta. 12+45.00
15+00
-Y3RPD- CS Sta. 18+89.51
S 12° 46’ 51.4" W
-L- POC STA. 39+54.00 47.00’ LT.
NAD 83/ 95
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
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F
F
2GI
15" C
SP
2GI
18" C
SP
FS
15" C
SP
15" C
SP
15" C
SP
2GI
LATERAL ’V’ DITCH( Not to Scale)
Natural
GroundD
3:1 3:1
bFill
Slope1"/Ft.
DETAIL B
b= 5.0 Ft.
Min. D= 1.0 Ft.
FROM STA. 44+00 TO STA. 48+56 -L- (RT)
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 12+70 TO STA. 20+00 -Y3RPD- (LT)
2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
GradeDitch
DETAIL D
1.5’5’
2’
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 48+55 TO STA. 48+75 -L- (LT) (Est. Qty 22 tons)FROM STA. 48+36 TO STA. 48+56 -L- (RT) (Est. Qty 23 tons)FROM STA. 48+95 TO STA. 49+15 -L- (RT) (Est. Qty 23 tons)
FROM STA. 48+95 TO STA. 52+00 -L- (RT)
BA
RREL #
1B
ARREL #
2
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
DETAIL P
@ STA. 42+02 -L- (MED)@ STA. 47+52 -L- (MED)@ STA. 50+02 -L- (MED)
FS2GI
2GI
FS
2GI 2GI 2GI
W/ ELBOWSROD AND LUG
2GI
STA. 50+25 -L- (RT.)END SBG @
W/ ELBOWSROD AND LUG
STA. 51+05 -L- (LT.)END SBG @
W/ ELBOWSROD AND LUG
CLASS "B"SEE DETAIL "D"
CLASS "B"SEE DETAIL "D"
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
SEE DETAIL "D"CLASS "B"
SEE DETAIL "B"LATERIAL "V" DITCH
( Not to Scale)
LATERAL BASE DITCH
Natural
Ground3:1
D
B
b
Fill
Slope
d3:1 1"/Ft.
DETAIL A
*When B is < 6.0’
Type of Liner= PSRM
b= 5.0 Ft.
B= 5.0 Ft.
Max. d= 1.5 Ft.
Min. D= 1.0 Ft.
PSRM = 544 SYFROM STA. 48+56 TO STA. 52+00 -L- (LT)
81 SQYDS FILTER FAB.Est. 153 Tons
SEE DETAIL "B"LATERAL "V" DITCH
SEE DETAIL "A"LATERAL BASE DITCH
SEE DETAIL "B"LATERAL "V" DITCH
2 @ 9’ X 9’ RCBC
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 10 SY FABRICEST. 3 TONSW/ FILTER FABRICCLASS "B" RIP RAP
DETAIL JMLATERAL 5’ BASE DITCH
2:1 2:1
b
Fill Slope
dD
B
( Not to Scale)
Fabric
Filter
1"/Ft.
-
Natural
Ground
Std. No. 876.01
*When B is > 6.0’
Type of Liner= CLASS "B" Rip-Rap
SEE DETAIL "JM"LATERAL BASE DITCH
FROM STA. 36+50 TO STA. 48+39 -L- (LT)
b= 5.0 Ft.
B= 5.0 Ft.
Max. d=2.0 Ft.
Min. D= 2.0 Ft.
117 SQYDS FILTER FAB.Est. 59 Tons
SEE DETAIL "JM"LATERAL BASE DITCH
15" RC
P-IV
15" RCP-IV
15" RCP-IV
18" RC
P-IV
15"
15"
15" 15"
W/ ELBOWS
ROD AND LUG
W/ ELBOWSROD AND LUG
SEE DETAIL "C"CLASS "B" RIPRAPTOE PROTECTION
CLASS "I" RIPRAP
CLASS "I" RIPRAP
S05°24’20"
W
400.00’
N85°0
9’5
7"W
235.8
4’
S05°24’20"
W
N05°30’44"
E
890.00’
N05°30’44"
E
308.86’
674.25’
CITY OF GREENSBORO
CITY OF GREENSBORO
EIP
EIP
EIP
BETTIE B. CLARK
FRED M. CLARK &
CATHERINE M. CHICKILLORICHARD CHICKILLO &ROCCO G. CHICKILLO,
KOTIS COMPANY, LLC
SOI
L
S
OIL
SOIL
{{
zz
SOIL
SOIL
SOIL
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
5 U-2525B
MA
TC
HLIN
E -L- STA. 38+
00.0
0 SEE S
HEET 4
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 52+
00.0
0 SEE S
HEET 6
SEE SHEET 41 FOR -L- PROFILE
SEE SHEET 53 FOR -Y3RPA- PROFILE
SEE SHEET 53 & 54 FOR -Y3RPD- PROFILE
MATC
HLI
NE -Y
3RPD-
STA. 19
+00.0
0 SEE SH
EET 4
SITE 4
GRAPHIC SCALE
0’ 100’100’
WETLANDDENOTES FILL IN
F F
CLEARINGDENOTES MECHANIZED*
**
*
**
*
**
*
*
S SSURFACE WATER
DENOTES IMPACTS IN
E E IN WETLANDDENOTES EXCAVATION
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 3A
SITE 1B
SITE 1
SITE 3
SITE 3B
SITE 3C
300’ PR
OP.
R/W
CHORD
+15.00 -L-
184.00’160.00’
+80.00 -L-
184.00’150.00’
CHORD
3
5
4
4
6
PI Sta 31+07.94
= 27° 05’ 05.5" (RT)
L = 1,806.82D = 1° 29’ 56.5"D
T = 920.62’
R = 3,822.17’
SE = .06
PIs Sta 41+25.41s = 2° 57’ 03.1"F
Ls = 393.70’
LT = 262.50’
ST = 131.27’
-Y3RPD--L-
47.00’ RT.
-Y3RPA- POT STA. 10+00.00=
-L- CS STA. 39+94.14
-L- ST STA. 43+87.84
40+00
45+0050+00
-Y3RPA-
-Y3RPD-
-L-
PIs Sta 11+63.39
F
Ls = 245.00’
LT = 163.39’
ST = 81.72’
L = 644.51’
PI Sta 15+72.72
D
T = 327.72’
R = 1,444.00’
SE = .08
-Y3RPD- ST Sta. 10+00.00 =
-L- POTSta. 47+13.14
-Y3RPD- SC Sta. 12+45.00
15+00
-Y3RPD- CS Sta. 18+89.51
S 12° 46’ 51.4" W
-L- POC STA. 39+54.00 47.00’ LT.
NAD 83/ 95
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
F
F
F
F
F
F
F
F
F
F
F
F
C
C
F
F
F
F
F
F
F
F
2GI
15" C
SP
2GI
18" C
SP
FS
15" C
SP
15" C
SP
15" C
SP
2GI
LATERAL ’V’ DITCH( Not to Scale)
Natural
GroundD
3:1 3:1
bFill
Slope1"/Ft.
DETAIL B
b= 5.0 Ft.
Min. D= 1.0 Ft.
FROM STA. 44+00 TO STA. 48+56 -L- (RT)
Fill
Slope
( Not to Scale)
TOE PROTECTION
d
Fabric
Filter
FLATTER2:1 O
R
Ground
Natural
DETAIL C
d= 1.0 Ft.
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 12+70 TO STA. 20+00 -Y3RPD- (LT)
2GI
( Not to Scale)
RIP RAP AT EMBANKMENT
GradeDitch
DETAIL D
1.5’5’
2’
Type of Liner= CLASS "B" Rip-Rap
FROM STA. 48+55 TO STA. 48+75 -L- (LT) (Est. Qty 22 tons)FROM STA. 48+36 TO STA. 48+56 -L- (RT) (Est. Qty 23 tons)FROM STA. 48+95 TO STA. 49+15 -L- (RT) (Est. Qty 23 tons)
FROM STA. 48+95 TO STA. 52+00 -L- (RT)
BA
RREL #
1B
ARREL #
2
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
DETAIL P
@ STA. 42+02 -L- (MED)@ STA. 47+52 -L- (MED)@ STA. 50+02 -L- (MED)
FS2GI
2GI
FS
2GI 2GI 2GI
W/ ELBOWSROD AND LUG
2GI
STA. 50+25 -L- (RT.)END SBG @
W/ ELBOWSROD AND LUG
STA. 51+05 -L- (LT.)END SBG @
W/ ELBOWSROD AND LUG
CLASS "B"SEE DETAIL "D"
CLASS "B"SEE DETAIL "D"
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 7 SY FABRICEST. 2 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 14 SY FABRICEST. 5 TONSW/ FILTER FABRICCLASS "B" RIP RAP
SEE DETAIL "D"CLASS "B"
SEE DETAIL "B"LATERIAL "V" DITCH
( Not to Scale)
LATERAL BASE DITCH
Natural
Ground3:1
D
B
b
Fill
Slope
d3:1 1"/Ft.
DETAIL A
*When B is < 6.0’
Type of Liner= PSRM
b= 5.0 Ft.
B= 5.0 Ft.
Max. d= 1.5 Ft.
Min. D= 1.0 Ft.
PSRM = 544 SYFROM STA. 48+56 TO STA. 52+00 -L- (LT)
81 SQYDS FILTER FAB.Est. 153 Tons
SEE DETAIL "B"LATERAL "V" DITCH
SEE DETAIL "A"LATERAL BASE DITCH
SEE DETAIL "B"LATERAL "V" DITCH
2 @ 9’ X 9’ RCBC
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
EST. 10 SY FABRICEST. 3 TONSW/ FILTER FABRICCLASS "B" RIP RAP
DETAIL JMLATERAL 5’ BASE DITCH
2:1 2:1
b
Fill Slope
dD
B
( Not to Scale)
Fabric
Filter
1"/Ft.
-
Natural
Ground
Std. No. 876.01
*When B is > 6.0’
Type of Liner= CLASS "B" Rip-Rap
SEE DETAIL "JM"LATERAL BASE DITCH
FROM STA. 36+50 TO STA. 48+39 -L- (LT)
b= 5.0 Ft.
B= 5.0 Ft.
Max. d=2.0 Ft.
Min. D= 2.0 Ft.
117 SQYDS FILTER FAB.Est. 59 Tons
SEE DETAIL "JM"LATERAL BASE DITCH
15" RC
P-IV
15" RCP-IV
15" RCP-IV
18" RC
P-IV
15"
15"
15" 15"
W/ ELBOWS
ROD AND LUG
W/ ELBOWSROD AND LUG
SEE DETAIL "C"CLASS "B" RIPRAPTOE PROTECTION
CLASS "I" RIPRAP
CLASS "I" RIPRAP
S05°24’20"
W
400.00’
N85°0
9’5
7"W
235.8
4’
S05°24’20"
W
N05°30’44"
E
890.00’
N05°30’44"
E
308.86’
674.25’
CITY OF GREENSBORO
CITY OF GREENSBORO
EIP
EIP
EIP
BETTIE B. CLARK
FRED M. CLARK &
CATHERINE M. CHICKILLORICHARD CHICKILLO &ROCCO G. CHICKILLO,
KOTIS COMPANY, LLC
SOI
L
S
OIL
SOIL
{{
zz
SOIL
SOIL
SOIL
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747
MA
TC
HLIN
E -L- STA. 38+
00.0
0 SEE S
HEET 4
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 52+
00.0
0 SEE S
HEET 6
SEE SHEET 41 FOR -L- PROFILE
SEE SHEET 53 FOR -Y3RPA- PROFILE
SEE SHEETS 53 & 54 FOR -Y3RPD- PROFILE
MATC
HLI
NE -Y
3RPD-
STA. 19
+00.0
0 SEE SH
EET 4
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99 SHEET NO.PROJECT REFERENCE NO.
5U-2525B
SEE SHEETS C-1 THRU C-?? FOR CULVERT PLANS
RE
VISIO
NS
03-19-13
R/
W
RE
VISIO
N (D
WG) -
CO
MBIN
ED
PA
RC
ELS 4
AN
D 79 IN
TO P
AR
CE
L 4 (CI T
Y
OF
GR
EE
NS
BO
RO).
710
700
690
2:1 (N
OR
MAL)
2:1 (
NO
RM
AL)
100-YR. WSE
50-YR. WSE
CHANNEL BED
CHANNEL BED
C ELEV. = 693.6L
0.60%
TOP OF BANK
TOP OF BANK
TOP SLAB
NWS
0’50’ LT.150’ LT. 50’ RT. 150’ RT.
PROFILEDIVISION OF HIGHWAYS
SHEET OF
GUILFORD COUNTY
PROJECT: 34821.1.1 (U-2525B)
OF GREENSBORO RELOCATION TO US 29 NORTH
FROM NORTH OF US 70GREENSBORO EASTERN LOOP
NCDOT
03/08/13
710
720720
C STA. 48+65.00 -L-
2 @ 9’ x 9’ RCBC (1’ BURY)
L
GRADE POINT ELEV. = 732.36
SKEW = 85 DEGREES
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
710 710
720 720
730 730
740 740
750 750
760 760
770 770
38+50.00
710 710
720 720
730 730
740 740
750 750
760 760
770 770
39+00.00
X-20U-2525B
-L-
5 10
720.00
0.060
D.P. 759.719
6:1 5.460:1
0.039 0.040
- Y3RPA -
OFF -52.73
STA 11+05.51
2:1
2:12:1
EL=725.14
718.90
0.060
D.P. 758.187
6:1 5.460:1
0.059 0.060
- Y3RPA -
OFF -49.61
STA 10+54.74
2:1
2:12:1
EL=724.49
WLB
SITE 3
WLB
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
720 720
730 730
740 740
750 750
760 760
39+50.00
710 710
720 720
730 730
740 740
750 750
760 760
40+00.00
X-33U-2525B
-L-
5 10
715.92
0.0606:1 5.460:1
4:1
SP 14
WLB
SITE 3
714.82
0.0596:1 5.476:1
4:1SP 13
WLB
SITE 3
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
700 700
710 710
720 720
730 730
740 740
750 750
42+50.00
700 700
710 710
720 720
730 730
740 740
750 750
760 760
43+00.00
X-24U-2525B
-L-
5 10
711.86
0.021 0.021
D.P. 747.614
6:1 5.992:1
2:1
2:1
2:1
EL=713.91
WLB
WLB
SITE 3
711.44
0.013
D.P. 746.086
6:1 6:1
2:1
2:1
2:1
EL=712.16
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
710 710
720 720
730 730
740 740
44+50.00
710 710
720 720
730 730
740 740
45+00.00
700 700
710 710
720 720
730 730
740 740
45+50.00
X-26U-2525B
-L-
5 10
706.25
0.009
D.P. 741.488
6:1 6:1
2:1
2:12:1
EL=706.91
WLB
WLB
SITE 3
706.15
0.017
D.P. 739.955
6:1 6:1
2:1
2:12:1
EL=703.82
704.67
0.020
D.P. 738.422
6:1 6:1
2:1
2:12:1
EL=702.67
00
00
1010
1010
20
20
30
30
40
40
50
50
60
60
70
70
80
80
90
90
100
100
110
110
120
120
130
130
140
140
150
150
160
160
170
170
180
180
190
190
200
200
210
210
220
220
230
230
240
240
250
250
260
260
270
270
280
280
290
290
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
700 700
710 710
720 720
730 730
740 740
46+00.00
700 700
710 710
720 720
730 730
740 740
46+50.00
700 700
710 710
720 720
730 730
47+00.00
X-27U-2525B
-L-
5 10
702.80
0.020
D.P. 736.890
6:1 6:1
2:1
2:12:1
EL=701.52
701.91
0.020
D.P. 735.357
6:1 6:1
2:1
2:12:1
EL=700.37
700.79
0.020
D.P. 733.824
6:1 6:1
2:1
2:12:1
EL=699.22
WLB
WLB
SITE 3
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150
150
160
160
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
8/23/99
PROJ. REFERENCE NO. SHEET NO.0
680 680
690 690
700 700
710 710
720 720
730 730
740 740
48+50.00
680 680
690 690
700 700
710 710
720 720
730 730
740 740
49+00.00
X-42U-2525B
-L-
5 10
ROCKCRYSTALLINE
699.58
0.020
S.S. 698.190
0.020 0.020
D.P. 729.635
6:1 6:1
3:1 3:1
2:12:1
EL.=696.03’
700.88
0.020
S.S. 699.713
0.020 0.020
D.P. 728.507
6:1 6:1
3:1 3:1 3:1 3:1
2:12:1
EL.=698.75’EL.=697.42’
WLB
WLB
SITE 4
S SSURFACE WATER
DENOTES IMPACTS IN
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 5 ~ ~
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99
SHEET NO.PROJECT REFERENCE NO.
6 U-2525B
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 52+
00.0
0 SEE S
HEET 5
MA
TC
HLIN
E -L- STA. 66+
00.0
0 SEE S
HEET 7
SEE SHEET 41 FOR -L- PROFILE
SEE SHEET 57 FOR -Y4RPB- PROFILE
210
+00 209+00
211+00
212
+00
213
+00
2GI
FS
2GIFS
2GI
2GI
HW
CLASS "I"
( Not to Scale)
RIP RAP AT EMBANKMENT
GradeDitch
DETAIL D
Est. 7 Tons
1’5’
1.5’
Type of Liner= CLASS "B" Rip-Rap
AT STA. 59+87 -L- (RT)
SlopeFill
b
1"/Ft.3:1 3:
1D
B
( Not to Scale)
LATERAL BASE DITCH
Std. No. 876.01
*When B is > 6.0’
Natural
Ground
FROM STA. 59+87 TO STA. 61+00 -L- (RT)
b= VAR. Ft.
B= 5.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= GRASS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
@ STA. 61+48 -L- (MED)@ STA. 65+48 -L- (MED)
20:1
10:1Traffic Flow
Outside Ditch
0.5’
Min.
GI
etc.
C Proposed DitchLS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
1.0’
Max.
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1 20:1
Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 65+48 -L- (LT)
@ STA. 61+48 -L- (RT)@ STA. 65+48 -L- (RT)
LATERAL 5’ BASE DITCHSEE DETAIL "E"
DETAIL E
DETAIL P
DETAIL R
DETAIL Q
2GI
2GI
FS 2GI
FS
2GI
FS 2GI
STA. 57+96 -L- (RT.)BEGIN SBG @
STA. 60+00 -L- (RT.)END SBG @
EST. 10 SY FABRICEST. 3 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 28 SY FABRICEST. 11 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
Front DitchSlope
Natural
Ground
D Flatter
4:1 or
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
6.0’
4:1
D
D
VA
RIA
BLE
Min. D= Ft.
SEE DETAIL "V"
SEE DETAIL "D"CLASS "B"
PIPE OUTLET CHANNEL
Natural
Ground
D EXISTI
NG BANKEXISTING BANK
(Variable)
CHANNEL BED
Est.= 8 Tons of Class "I" Rip-Rap
D= 4.0 Ft.
Length=20 Ft.
Ground
Natural
( Not to Scale)
STA. 59+88 -L- (RT)
DETAIL V
d= 1.25 Ft.
DETAIL SH
FROM STA. 53+00 TO STA. 56+00 -L- (LT)
SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS
SEE DETAIL "SH"SPECIAL CUT DITCH W/ HINGE
15" RCP-IV
18" RC
P-III
18" RC
P-III
18" RC
P-III
24" RC
P-III
24" RC
P-III
66"
RCP-III
24" 36"
18"
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
C
C
C
NAD 83
+36.12
L = 4,420.01’
PI Sta 79+71.67
D
T = 2,326.53’
R = 5,730.00’
Ls = 200.00’
PIs Sta 55+78.47
F
LT = 133.34’
ST = 66.67’
-L-
SE = .04
-L- POCSta. 63+17.47 47.00’ LT.
-L- SC STA. 56+45.14
-L- TS STA. 54+45.14
55+00N 14° 00’ 10.2" E
60+00
65+00
-L-
-Y4RPB-
SE = .08
-Y4RPB-
-Y4RPB- ST Sta. 10+00.00 =
-Y4RPB- SC Sta. 12+10.00
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
PI Sta 15+64.37
D
L = 694.16’
T = 354.37’
R = 1,400.00’
CITY OF GREENSBORO
CITY OF GREENSBORO
CHORD
CHORD
+60.00 -L-
185.00’
+00.00 -L-
150.00’
+00.00 -L-
150.00’
300’ PR
OP.
R/W
CHORD
4
4
{
{
S SSURFACE WATER
DENOTES IMPACTS IN
TS TSIMPACTS IN SURFACE WATER
DENOTES TEMPORARY
SITE 5 ~ ~
$$$$$$
SY
STIM
E$$$$$
$$$$$$$$$$$$$$$$
DG
N$$$$$$$$$$$$$$$$
$$$$
US
ER
NA
ME$$$$
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.5/14/99
SHEET NO.PROJECT REFERENCE NO.
6 U-2525B
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITION
DO NOT USE FOR CONSTRUCTIONPRELIMINARY PLANS
MA
TC
HLIN
E -L- STA. 52+
00.0
0 SEE S
HEET 5
MA
TC
HLIN
E -L- STA. 66+
00.0
0 SEE S
HEET 7
SEE SHEET 41 FOR -L- PROFILE
SEE SHEET 57 FOR -Y4RPB- PROFILE
210
+00 209+00
211+00
212
+00
213
+00
2GI
FS
2GIFS
2GI
2GI
HW
CLASS "I"
( Not to Scale)
RIP RAP AT EMBANKMENT
GradeDitch
DETAIL D
Est. 7 Tons
1’5’
1.5’
Type of Liner= CLASS "B" Rip-Rap
AT STA. 59+87 -L- (RT)
SlopeFill
b
1"/Ft.3:1 3:
1D
B
( Not to Scale)
LATERAL BASE DITCH
Std. No. 876.01
*When B is > 6.0’
Natural
Ground
FROM STA. 59+87 TO STA. 61+00 -L- (RT)
b= VAR. Ft.
B= 5.0 Ft.
Min. D= 1.0 Ft.
Type of Liner= GRASS
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
C Proposed DitchL
2’
D
D
Ditch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20’
30’
Over 4.0% To 6.0%
Over 6.0%
40’
50’
9"
DD
D D
D20’L (See Chart Below)
@ STA. 61+48 -L- (MED)@ STA. 65+48 -L- (MED)
20:1
10:1Traffic Flow
Outside Ditch
0.5’
Min.
GI
etc.
C Proposed DitchLS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2’
1.0’
Max.
C Proposed DitchL
S etc.
GI
Outside Ditch
10:1 20:1
Traffic Flow
0.5’
Min.
( Not to Scale)
FALSE SUMP
1.0’
Max.
2.0’
S = Ditch Slope
@ STA. 65+48 -L- (LT)
@ STA. 61+48 -L- (RT)@ STA. 65+48 -L- (RT)
LATERAL 5’ BASE DITCHSEE DETAIL "E"
DETAIL E
DETAIL P
DETAIL R
DETAIL Q
2GI
2GI
FS 2GI
FS
2GI
FS 2GI
STA. 57+96 -L- (RT.)BEGIN SBG @
STA. 60+00 -L- (RT.)END SBG @
EST. 10 SY FABRICEST. 3 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 28 SY FABRICEST. 11 TONSW/ FILTER FABRICCLASS "B" RIP RAP
EST. 5 SY FABRICEST. 1 TONW/ FILTER FABRICCLASS "B" RIP RAP
Front DitchSlope
Natural
Ground
D Flatter
4:1 or
( Not to Scale)
SPECIAL CUT DITCH w/HINGE
6.0’
4:1
D
D
VA
RIA
BLE
Min. D= Ft.
SEE DETAIL "V"
SEE DETAIL "D"CLASS "B"
PIPE OUTLET CHANNEL
Natural
Ground
D EXISTI
NG BANKEXISTING BANK
(Variable)
CHANNEL BED
Est.= 8 Tons of Class "I" Rip-Rap
D= 4.0 Ft.
Length=20 Ft.
Ground
Natural
( Not to Scale)
STA. 59+88 -L- (RT)
DETAIL V
d= 1.25 Ft.
DETAIL SH
FROM STA. 53+00 TO STA. 56+00 -L- (LT)
SHEETS 6 - 7SEE ON-SITE MITIGATION PLANS
SEE DETAIL "SH"SPECIAL CUT DITCH W/ HINGE
15" RCP-IV
18" RC
P-III
18" RC
P-III
18" RC
P-III
24" RC
P-III
24" RC
P-III
66"
RCP-III
24" 36"
18"
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
F
C
F
C
F
C
F
F
F
F
F
F
C
F
C
F
C
F
C
F
C
F
C
F
C
F
C
C
C
C
C
NAD 83
+36.12
L = 4,420.01’
PI Sta 79+71.67
D
T = 2,326.53’
R = 5,730.00’
Ls = 200.00’
PIs Sta 55+78.47
F
LT = 133.34’
ST = 66.67’
-L-
SE = .04
-L- POCSta. 63+17.47 47.00’ LT.
-L- SC STA. 56+45.14
-L- TS STA. 54+45.14
55+00N 14° 00’ 10.2" E
60+00
65+00
-L-
-Y4RPB-
SE = .08
-Y4RPB-
-Y4RPB- ST Sta. 10+00.00 =
-Y4RPB- SC Sta. 12+10.00
PIs Sta 11+26.24
F
F
Ls = 210.00’
LT = 126.24’
ST = 83.90’
PI Sta 15+64.37
D
L = 694.16’
T = 354.37’
R = 1,400.00’
CITY OF GREENSBORO
CITY OF GREENSBORO
CHORD
CHORD
+60.00 -L-
185.00’
+00.00 -L-
150.00’
+00.00 -L-
150.00’
300’ PR
OP.
R/W
CHORD
4
4
{
{
700
701702703
703
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709 7
10
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71171
1
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71271
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7187
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6
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728
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728
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7297
29
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733733
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