HomeMy WebLinkAbout20141169 All Versions_Permit Drawings_20120919F(7-
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ONSLOW & JONES COUNTIES
LOCATION; US 11 FROM SOUTH OF BELGRADE AT
SR 13301SR 1439 TO NORTH OF MAYSVfLLE
TYPE OF WORK GRADING, DRAINAGE, PAVINC,AND STRUCTURES
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DESIGN EXCEPTION REQUIRED MR SAG VERTICAL CURVE K FACTORS AND STOPPING SIGHT DISTANCE X42— & 43 —�
THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES,
THIS IS A FULL CONTROLLED— ACCESS PROJECT WITH ACCESS AS SHOWN ON PLANS,
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD
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DESIGN DATA
PROJECT LENGTH
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HYDRAULICS ENGL4'EER
ADT 2015 = 6800 vpd
DIVISION OF HIGHWAYS
50 25 0 50 100
ADT 2035 = 11400 vpd
DHV = 1 %
D = 65 %
T = 1 %
V = 10 MPH
TTST =4% DUAL =3%
LENGTH ROADWAY OE TIP PROJECT R -25146 = M? MILES
LENGTH STRUCTURE OF TIP PROJECT R -25146 = ?P? MILES
TOTAL LENGTH OF TIP PROJECT R -25148 = 4.156 MILES
1000 Birth Ridge Dr., Ral¢igh No, 27610
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2012 STINDI O SPEOCIRONS
JAMES A. SPEER, PE
PLANS
50 25 0 50 100
RIGHT OF WAY DATE.
DECEMBER 20 2013
ROADWAY DESIGN
ENGINEER
PROJECT aryFER
PROFILE (HORIZONTkL
10 5 0 10
20
fUNC CLASS = FREEWAY
LETTING DATE,
JOHN LANSFORD, PE
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RROfECT PESic.L WATER
STATEWIDE TIER
JULY 112018
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46'
41' -3" OUT TO OUT 41' -3" OUT TO OUT
PACE Of RMIL TO FRCS OF MIL 1' -1.5" 1'-1,5" 38' PACE OP RAIL TO PACE OP RAI
10' 24' 4' 4' 24' 10'
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GRADE LIP LIP GRADE
POINT POINT
0, 025 0,025,
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SEE PLAN SHEETS 14 THE 16
-V2- SR 1331 � OAK RIVER ROAD IN ONSIOW COUN� BRIDGE OVER -L -SUS 11�
DESIGN DATA -Y2-
nvi avvi - ivvv
ADT 2035 = 2500
D = 55 %
DHV = 12 %D
TTST = 1 %
DUAL = 2 %Q
V = 50 MPH
'UNC, CLASS - LOCAL
MINIMUM VERTICAL CIEARANCE = 164
C42-
30' FACE OF RAIL TO FACE OF RAIL
1' -7,5" 3' 24'
12' 12' 15"
LIP LIP
LIRA 0.04
TYPICAL SECTION ON SR 1331 I42-I
-Y2- STA. ? ? +R ?. BEGIN BRIDGE) TO STA, ? ? +R4 SEND BRIDGE
fL -L-
NCOMPLE 1 PLANS
DO NOT USE FOR /A ACQUISITION
RELIMM RY PLANS
DO NOT USE FQ CONSTRUCTION
DESIGN DATA -I-
ADT 2009 = 6800
ADT 2035 = 11400
D = 65 %D
DHV= 7 °%
TTST = 4 %D
DUAL = 3 %D
V = 70 MPH
PUNC, CLASS - PREEWAY
PROPOSED GRADE SEPARATION AT -Y2-
ISR 1331) WIII BE CONSTRUCTED
USING AN OPPSITE DETOUR
SEE RDWY, STD, DWG, 610,03
$EE RDWY, STD, DWG 862,01, SHT 101' 12
@ SLOPES DETERMINED BY GEOTECHNICAL
ENGINEERING UNIT
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SEE PLAN SHEET 11 M SR 1331 142 -1
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46'
41' -3" OUT TO OUT 41' -3" OUT TO OUT
PACE Of RMIL TO FRCS OF MIL 1' -1.5" 1'-1,5" 38' PACE OP RAIL TO PACE OP RAI
10' 24' 4' 4' 24' 10'
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GRADE LIP LIP GRADE
POINT POINT
0, 025 0,025,
TYPICAL SECTION ON -L-
-L- STA. ? ? ? + ? ?, ?? BEGIN BRIDGES TO STA. ?P +RP SEND BRIDGE
-L- STA. M +R ?, (BEGIN BRIDGES TO STA. ?P +PA SEND BRIDGE)
SEE PLAN SHEETS 14 THE 16
-V2- SR 1331 � OAK RIVER ROAD IN ONSIOW COUN� BRIDGE OVER -L -SUS 11�
DESIGN DATA -Y2-
nvi avvi - ivvv
ADT 2035 = 2500
D = 55 %
DHV = 12 %D
TTST = 1 %
DUAL = 2 %Q
V = 50 MPH
'UNC, CLASS - LOCAL
MINIMUM VERTICAL CIEARANCE = 164
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30' FACE OF RAIL TO FACE OF RAIL
1' -7,5" 3' 24'
12' 12' 15"
LIP LIP
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-Y2- STA. ? ? +R ?. BEGIN BRIDGE) TO STA, ? ? +R4 SEND BRIDGE
fL -L-
NCOMPLE 1 PLANS
DO NOT USE FOR /A ACQUISITION
RELIMM RY PLANS
DO NOT USE FQ CONSTRUCTION
DESIGN DATA -I-
ADT 2009 = 6800
ADT 2035 = 11400
D = 65 %D
DHV= 7 °%
TTST = 4 %D
DUAL = 3 %D
V = 70 MPH
PUNC, CLASS - PREEWAY
PROPOSED GRADE SEPARATION AT -Y2-
ISR 1331) WIII BE CONSTRUCTED
USING AN OPPSITE DETOUR
SEE RDWY, STD, DWG, 610,03
$EE RDWY, STD, DWG 862,01, SHT 101' 12
@ SLOPES DETERMINED BY GEOTECHNICAL
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SEE SHEETS S- THRU S- FOR STRUCTURE PLANS
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SEE SHEETS 38 -39 FOR -Y3A- PROFILE
SEE SHEET 40 FOR -Y3E- PROFILE
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SEE SHEET 01 FOR -L- PROFILE
SEE SHEET 31 FOR -Y3- PROFILE
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2 a °C 4a ��j SEE SHEET 38 FOR -Y3A- PROFILE
2 s� �� i SEE SHEET 40 FOR -Y3C- PROFILE
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SEE SHEETS 5 THRU S FOR STRUCTURE PLANS
N
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RROIECT REFERENCE NO I SHEET NO.
Tenfofive propd right of way and Temporary consfruofion eosewe s are shown for early -- - - - - --
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SEE SHEET 31 -38 FOR -Y3- PROFILE
SEE SHEET 40 FOP Y3B PROFILE
SEE SHEET 40 FOR -Y3C- PROFILE
m
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N
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11
111
1
R -2514B 24
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80
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12 +00
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14
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15 +00
16 +00
17 +00
18
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19 +00
20 +00
21 +00
22 +00
23
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90
90
BY12 ELEVATION - 4583'
N 410544 E 2522312
BL STATION 28 +06DO 5P LEFT
-L- STATION 33 +29.80 IU6 LEFT
80
RR SPIKE IN BASE OF I? PINE
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37 +00 38 +00
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10
0
0
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68 +00
69 +00 70 +00 71 +00
72 +00
73 +00 74 +00 75 +00
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80 +00
90
90
80
80
70
70
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11H
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102 +00 103 +00
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114
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115
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116
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117
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118
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119
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120
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121 +00
122 +00
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EROIEGT
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N
R -2514B 26
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DESIGN
HYDRAUZ
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ENGINEER
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50
50
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124 +00 125 +00 126 +00 127 +00
128
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132 +00 133 +00
134 +00 135 +00 136 +00
50
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BEGIN BRIDGE
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N 420521 E 2526727
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111111
20
20
10
10
m
m
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m
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—10
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—20
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164 +00
165 +00
166 +00
167 +00 168
+00
169 +00
170
+00
171
+00
172 +00
173 +00
174 +00
175 +00
176 +00
111 +00
178 +00
m
Rol
REEERENGE NO SHEET NO.
N
R -2514B 30
m
— — ROADWAY
DESIGN
HYDRAUZ
ENGINEER
ENGINEER
INCOMPLE
rE PLANS
DO NOT NE PUN
/W ACQUISITION
10
PRO
PLANS
DYsT
END
BRIDGE
I.
NOT USE
U
60
P1- I80JODO
0
EL = 4599
VC = 560'
PI= 1 81�I000
K = 249
EL : Mr
50
VC - 350
50
K - 256
l4v
111111111111 111111111
I'll,
MC
AIIIIII
1,:I
I
1 11
Hill
40
40
30
Hill
I
Iw
1
11
1
Ill
Ill
I I
IIIJ.LI,O
"1
'71111
-4 --6
10
WO
7 7
171
30
IIH
FU
20
BY 39 ELEVATION = 3128'
20
iiiiiiiiiiiiii
Hill
N 424814 E 2528215
BL STATION 201 +189 168' RIGHT
-L- STATION MIX 42594'
RIGHT
BY 55 ELEVATION - 38.11'
RR SPIKE IN BASE OF 15'
PINE
10
N 423693 E 2521182
10
82 STATION 128 +23,00163' RIGHT
-L- STATION 178423.731672Y RIGHT
0
0
Hill
11 111111111
11
-10
178+00
-10
179+00 180+00
181+00
182+00
183+00 184+00 185+00
186+00 187+00 188+00
189+00 190+00 191+00
192+00
10
70
60
60
PI =198 +35!10
EL = 43 .18
PI = 201 +50M
VC = 234'
EL - 41,16'
PI= 205+4Q00
50
K - 249
VC -110'
EL - 31,58'
50
K =614
VC =320'
K =182
40
40
I I J
17
"1111
60111
11
1111
117-11 P.,11
LILIIIII
Hill
ll
11
Ill
11
Ill
11
Ill
101007
1111111"1
1
Mill
I
I II-f
11
7`111
Fl
III
I TM
I'T
30
30
20
20
10
10
m
d
0
0
�o
m
a,m
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—o
a3
m�
—10
—10
w�
192 +00
193 +00
194 +00
195 +00
196 +00
197 +00
198
+00
199 +00
200
+00
201 +00
202 +00
203
+00
204
+00
205 +00
206 +00
EROIECT REFERENCE NO SHEET NO.
R -2514B 31
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
INCOMPLE rE PLANS
DO NOT NE FOR /W ACQUISITION
PRELIMIN RY PLANS
DD NDT US9 FO DONSTRUCTION
30
PI= EMU
1 Ill
I
Hill
Hill
11
Hill
I 1
30
iiiiiiiiiiiiiiii
EL = 44,42
VC =410'
PI= 218 +1500
PI =105 +4000
K = 249
=
EL 3894'
50
EL = 3156
VC = 215'
S0
V C =320
20
K =191
K =182
20
40
40
10
10
TII
Ill
11
11
1
Ill
I
Hill
11
111111
11
Ill
I
Hill
11
Hill
11 11
11
11
11 1
11 11
1
Hill
30
1 Ill
I
Hill
Hill
11
Hill
I 1
30
20
20
10
10
0
0
-10
206 +00
-10
207 +00
208 +00
209 +00
210
+00
211 +00
212 +00
213 +00
214 +00
215
+00
216
+00
217 +00
218
+00
219
+00
220 +00
PI = 11 +7540
EL = 5059'
VC =160
K
P I =14 5 1
EROIEGT REFERENCE NO SHEET NO.
m
50
EL :4,45'
VC : 29
=141
iiiiiiiiiiii
771T
R -2514B 32
ROADWAY DESIGN
HYDRAUZ
m
ENGINEER
ENGINEER
90
40
INCOMPLE
E PLANS
DO NUT VSE PUN
/W ACQUISITION
BEGIN GRADE 41-
Sra10+47PI-
80
-t- sra5P795,EL=
49J0
40
PRELIMM
RY PLANS
DO NOT USE FO
CONSTRUCTION
END GRADE
-YI- STA17 +2540
FI : 41
iT
PI = 11 +7540
EL = 5059'
VC =160
K
P I =14 5 1
50
EL :4,45'
VC : 29
=141
50
50
iiiiiiiiiiii
771T
40
40
30
30
20
20
10
10
0
10 +00
0
11 +00
12 +00
13
+00
14
+00
15 +00
16 +00
17 +00
18
+00
19 +00
20 +00
22 +5540 ELL
64J1'
645'
64
N
P,
20
m
d
10
0
,I
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00
BM 51 ELEVATION 41,48'
N 411192 E 2525690
EYA STATION 31 +26,00 7 LEFT
12- 25 +95921197'LEFT
RR SPIKE IN TWIN 24' GUY TREE
�VIDuEXDD GrIE �IpED FOR SAG Vt. AEaNHM
BY 52 ELEVATION - 2923'
N 411260 E 2526222
EM STATION 38 +51,00 FRIGHT
-Y2- STATION 33 +29,19 91.43' RIGHT
RR SPIKE IN 30" HARDWOOD TREE
m
M
m
d
m
N
r<
so
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cd
;IN GRADE -0- STAID +1215
= 4565'
Hkiiiiiiii Hill PROIECT REFERENCE NO SHEET NO.
R -2514B 33
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
INCOMPLE rE PLANS
DO NOT NE PUN /W ACQUISITION
PRELIMIN RY PLANS
DO NOT USE EO DONSTRUCTION
PI= II +6580
PI- 21 +30100
EL - 389r
VC: 200
PI
=16 +95,00
EL - 4255'
PI: 23 +50,00
EL : 38Ar
60
K =52
EL -361
VC =120'
K =39
VC - IV
TT77TT77
1111111111111111111111
VC =160'
K -5l
K =131
IIIIIIIIIIIIII
50
iiiiiiiiiiiiiii.
Hill
40
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00
m
PROJECT REFERENCE NO SHEET NO.
R -2514B 34
m
ROADWAY DESIGN
HYDRAUUCS
ENGINEER
ENGINEER
INCDMPLE
rE PLANS
DO NOT USE
PUN /W ACQUISITION
PRELIMINA
RY PLANS
DO NOT USE
FOI DONSTRUCTION
10
PI= 31+05,00
Mill
111
11
III
H
EL - 412
60
pl.
Max aPI=
Vc - 13a
K ° 65
60
2RD0
EL - 3950'
E1 =311a
VC =100'
VC = IOa
PI= 28 +95(10
K : �
50
K = 293
EL 35
= 52
50
VC = IOU
PI= 31 +35m
K :
EL = 31,48'
VC =195'
40
K 50
44
11
HIM
I
Hill
11
111
1 1
Hill
Hill
I Hill
I
Hill
11
111
Hill
1 11111111
1111
11 11
,.,11
111
A
-.1.11111111
40
Hill
30
30
1
1
1 1
11
Hill
111111111
111111
1 1
Hill
I
1
11
20
20
10
10
---
0
24 +00
----
------
0
25 +00
26 +00 27 +00
28 +00
29 +00 30 +00
31
+00
32 +00 33 +00
34 +00 35 +00
36 +00 37 +00 38 +00
IT
1 11
NO GRADE -Y2A- ST,443+OOD0
L= 4155
70
70
60
P1:3gfp000
PI = 42 +5000
60
EL = 3911'
EL = 40N
1
VC =5'
VC = 15'
50
K =59
K6
50
40
71mm
40
IiIFF-WiTiOloo-ol
'71
Tr
lill lill
lill lill lill
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1111
30
111
Hill
30
20
20
m
d
10
10
ND
m�
oz,
03
m�
0
38 +00
39 +00
40 +00
41
+00
42 +00
43 +00
;IN GRADE -Y2B- STA 10 +1200
4914'
10
PI: ro +45,00
-Y2C- Sto,10 +1240
I
Hill
EL : 5046'
If
........
......
VC : 60'
60
K °T
PI :12 +501
EL : 4159
VC : 40'
50
K :10
P1:
1402?
U Grade
40
Hill
I
-Y2C- Sta,13 +60,00
III
I
EI,2920'
K ` 5
I: II+
PI =13 +35,00
L = 2816'
EL : 281r
30
C :100'
VC : 50
K :13
K:6
20
Hill
10
0
Mill
77
T
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I
10 +00
11
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12 +00
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2B-
GRADE -Y28- ST
JIAT
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PI =10 +85,00
EL : 5111'
VC- 140'
K :14
PI :12 +5000
EL - 452
VC =180'
K : 44
10 +00 11+00 12 +00 13 +00
Be910 Grade
-Y2C- Sto,10 +1240
I
Hill
P1:
1402?
U Grade
EL :4018
-Y2C- Sta,13 +60,00
EI,2920'
K ` 5
I: II+
PI =13 +35,00
L = 2816'
EL : 281r
C :100'
VC : 50
K :13
K:6
10 +00 11 +00 12 +00
EROIEGT REFERENCE NO SHEET NO.
R -2514B 35
ROADWAY DESIGN HYDRAUZ
ENGINEER ENGINEER
IIIIIIIIIIIIIIIIIIIIIIII IT Hill I
INCOMPLE E PLANS
DO NUT VSE PUN /W ACQUISITION
GRADE -YIA- STA,13 +50,00 P Do NOT usE ro OY T RUCTION
m
EROIECT REEERENGE NO SHEET NO.
N
R -2514B 36
m
ROADWAY DESIGN
HYDMUUCS
20
ENGINEER
ENGINEER
INCOMPLE
rE PLANS
DO NOT USE
PUN /W ACQUISITION
PRELIMINA
RY PLANS
DO NOT USE
FOR DONSTRUCTION
70
L
L:
BEGIN GRADE -Y2D- STa10 IX
EL= 36
60
PI = 23f10.00
EL =4045'
60
P1 =12+6000
EL = 4131'
PI -15 +35.00
EL = 4220
PI = 20 +0000
VC =150
VC =
EL = 36,34`
VC =120
VC =150'
PI =10 +85,00
K - 32
K =115
5
K =19
K =60
50
EL = 32aa
50
VC -15'
K - II
40
1
1 1
1 1 Hill
I
40
I I I
11,
L 11
7 LQW
77111
1 11
111111
1111111
111
11
1 1 1171
M
1
30
30
20
20
10
10
0
0
10 +00
11 +00
12 +00
13
+00
14
+00
15 +00
16 +00
17 +00
18
+00
19 +00
20 +00 21 +00
22 +00
23 +00 24 +00
iiiiiiiiiiiiiiiiiii
.
.
.
.
.
.
.
.
.
.
.
ND GRADE -r20- SiA 30 +55
60
L= 25ar
60
PI = 26f00A0
EL = 35Jr
PI: 28400.00
VC =150
EL = 34,48'
50
K �
VC =165'
50
K 46
PI= P25.00
EL = 25F
VC = 60
40
K :15
40
1111
17M
III
I 1
1111111111111111
4-W:fT"fth66
30
III
30
11117
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III
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M&
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20
20
m
d
10
10
ND
m�
a,�
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OC
m�
N
a�
0
0
w�
24 +00
25 +00
26 +00
27
+00
28 +00
29 +00 30 +00
PROTECT REFERENCE NO SHEET NO.
IIIIIIIIIIIIH R -2514B 37
IIIIIIIIIIIII
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
[NCOMPLE E PLANS
DO NOT NE PUN /W ACQUISITION
PRELIMIN RY PLANS
DO NOT USE FO DONSTRUCTION
Begin Grade
S1o,10 +12A0 -Y2E-
Erl Grade
EI,43�1'
S1o,14 +6 §,00 -Y2E-
40
1111
111111
11111111
T I
F=
ITM
7711111
EI,41,53'
11111
111111
PI= IO +SOHO
EL =EL
PI =12+00,00
5A0
-4014'
VC -150'
'
F:-
K =41
40
40
1111
111111
11111111
T I
F=
ITM
7711111
11111
111111
30
30
I-V
20
20
10
l0
0
0
-10
10 +00
-10
11 +00
12 +00
13
+00
14
+00
15 +00
�2
m
d
m
N
l
�D
GRADE -Y3- 9Aa10 0
36,31'
PI = II +95m
EL = 3610'
VC = 280'
K =49135 MPH)
10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00
GRADE -Y3- M7430D0
9946'
PI= 25+50a
EL - 4024'
VC - 385'
K 80
0
24 +00 25 +00 26 +00 27 +00 28 +00
BEGAN GRADE -Y9A- Sra104X u
P : AQ?,
20
m
d
N 10
�D
EROIECT REFERENCE NO SHEET NO.
R -2514B 38
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
[NCOMPLE rE PLANS
DO NOT NE FOR /W ACQUISITION
PRELIMIN RY PLANS
DD NDT US9 FO OONSTRUCTION
44 20 1
44 10 1
M 70 1
4fl 60 1
44 50 1
M 40 1
4 30 1
M 20 1
A 10 1
0
116 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 23 +00 24 +00
T
PROTECT REFERENCE NO SHEET NO.
R -2514B 39
ROADWAY DESIGN HYDRAUUCS
ENGINEER ENGINEER
INCOMPLE E PLANS
DO NOT USE PUN A ACQUISITION
PRELIMIN RY PLANS
DO NOT USE FO OONSTRUCTION
PI - 25 +5540
EL = 3151'
VC = IN
40 K =61
0 iiiiiiiiiiiiiiiiiiiiiiiiii
24 +00 25 +00 26 +00 27 +00 28 +00 29 +00 30 +00 31 +00 32 +00 33 +00 34 +00 35 +00 36 +00 37 +00 38 +00
GRADE -Y3A- ST
3595'
30
20
m
d
N �l 10
0
38 +00 39 +00 40 +00
m
�2
ID
m
d
m
,IN GRADE -T- STAID +M
4196'
PI - IOU
EL =4110'
VC =15'
K =25
38 +00 39 +00 40 +00
;IN GRADE
43C- STA.&I,00
48.18"
1 =10 +55110
L = 4914'
C =6d
K =11
EL - 369
VC IF
K 26
PI =131DO
EL - 35Y
VC =150'
K 22
GRADE -T- ST
200M
PI -14 +15,00
EL = 36.9
VC =125'
K =61
PI: 16425.00
EL - YX
VC = IN
K%
GRADE -Y3C- STA18 +10,00
3859'
1 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 1
ERoaT REFERENCE NO. SHEET NO.
R -2514B
40
ROADWAY DESIGN
ENGINEER
HYDRAUUCS
ENGINEER
E PLANS
A EQUATION_
RY PLANS
OONSTRUCTION
INCOMPLE
DO NOT URE PUN
PRELIMIN
DO NOT USE FO
1 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 1
70
PI - IRS
60
EL = 4513'
EROIEGT REFERENCE NO SHEET NO.
VC ° 50
K =13
Pl- 1070M
F-F
EL = 3193'
50
VC =15'
K
-14
40
30
R -2514B 41
20
ROADWAY DESIGN
ENGINEER
HYDRAUZ
ENGINEER
10
0
10 +00
11 +00
12 +00
INCOMPLE
E PLANS
DO NOT NE PUN
/W AWUI§ITIUN
PRELIMM
RY PLANS
BEGIN GRADE -)`B- STA,10 +1200
DO NOT USE FO
WNSTRUMON
EL= 45,93'
70
PI - IRS
60
EL = 4513'
VC ° 50
K =13
Pl- 1070M
F-F
EL = 3193'
50
VC =15'
K
-14
40
30
20
10
0
10 +00
11 +00
12 +00
GRADE -Y3D-
UXY
- E_