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DIVISION OF HIGHWAYS
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RR Signal Milepost 0
MOT 35 Water Hydrant
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— � RIGRT OF FA Y,' Bridge, Tunnel or Box Culvert
IN Baseline Control Point Bridge Wing Wall, Head Wall and End Wall - J coNc wh � N'
'23 Existing Right of Way Marker MINOR:
Existing Right of Way line - -- Head and End Wall C oNC 4
�— Proposed Right of Woy line Pipe Culvert
Lj Proposed Right of Way Line with footbridge �- -- ----
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Iron Pin and Cap Marker V U
Proposed Right of Way line with AIN R Drainage Box, Catch Basin, DI or J8
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Concrete or Granite W Marker Paved Ditch Gutter
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telephone Booth � Ufilify Located Object
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Utility Unknown K Line 7U.
telephone Cell tower
Wafer Gas Oil
te lephone Cable Hand Hole � Tank; UG
Underground Storage Tank, Approx. loc. —
� �" � VEGETATION,' Recorded llG telephone Cable
� Single Tree ,W Designated TG telephone Cable �
AEG lank; Wafer, Gas, Oil
� Recorded K telephone Conduit Geoenviroomental Boring
Single Shrub o
Designated N Telephone Conduit �S.U,U� TC � Test Hole (S.U,E. j Hedge Recorded WG fiber Optics Cable Abandoned According to Utility Records AATUR
Woods Line ��`'�```"'�`�"�
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55 +00 56 +00
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62 +00
63 +00
64
+00 65 +00 66 +00
m
EROIEGT REEERENGE NO SHEET NO.
N
HIM
11 111
1
R -2514B I 26
m
_ _
ROADWAY DESIGN
HYDRAUZ
ENGINEER
ENGINEER
INCOMPLE
rE PLANS
DO NOT NE PUN
/W ACQUISITION
80
PRELIMINA
R PLANS
AY §T
70
PI = 66+8000
70
EL = 5171'
VC = 500'
K 4l8
60
PI = 19+100
60
PI =13
+8000
EL = 4668'
EL = 42B
VC =135'
VC = 395'
K = 255
50
K =162
50
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1117
40
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11111117
40
Hill
I
Hill
I I
I
III
Hill
I
Hill
I
III
IIIIII
I I
1
11 1
1 1
1
T
30
30
BY 18 ELEVATION
- 43.48 Hill
IIIIIIIII
N 412956 E 2525166
20
BL STATION 64
+9100 54'LEFT
20
-L- STATION 6HO9
85161'LEFT
RR SPIKE IN BASE
OF ?PINE
10
10
0
0
66 +00 67 +00
68 +00
69 +00 70 +00 71 +00
72 +00
73 +00 74 +00 75 +00
76 +00 11 +00 78 +00 79 +00
80 +00
90
90
80
80
70
70
PI= 86WO
IIIIIIIIIIIIIIHIL
60
EL = 4876'
PI = 94 +2500
60
VC = 200'
EL = CO'
K = 334
VC = 445'
50
K = 246
50
I
HIM
40
40
Hill
1
11 111
1
III
111
11
1
Hill
30
30
m
0-14
(D
m
20
Hill
20
m
d
10
10
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1111
Hill
11
111
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Hill
Hill
a3
03
0
0
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80 +00
81
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82 +00
83 +00
84 +00
85 +00
86 +00
87
+00 88 +00
89 +00
90 +00
91
+00
92 +00 93 +00 94 +00
11H
m
EROIEGT REEERENGE NO SHEET NO.
R -2514B 21
m
ROADWAY DESIGN
HYDRAUZ
ENGINEER
ENGINEER
BY 50 ELEVATION - 30J6'
N 416479 E 2525138
INCOMPLE
E PLANS
BL2 STATION 50 +83,00IFR10HT
Eo NET
NE ENN /W ACQUITION
-L- STATION 101 +11,03 U516HT
PRELIMINA
RYP La NS
RR
10
SPIKE IN 24'0U�4 TREE
�§T
60
PI: 94 +25,00
0
EL - 4690
VC - 445'
K = 248
PI= 108 +OOAO
50
EL = 39J4
50
VC: 350
PI 100450
K = 253
EL = 3249`
Hill
III
Hill
VC = 550'
40
K =182
40
111111
1111 ---
117111-
1
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7
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11
30
30
111111111111.01111
1117777
1117
1 1
111
1111111
11
1177
11711
1111
20
20
10
10
0
0
-10
-10
94 +00 95 +00 96 +00
97 +00 98 +00 99 +00 100
+00 101 +00
102 +00 103 +00
104 +00 105 +00 106 +00 107 +00 108 +00
10
t
A
70
-Y2-
OVERPASS
60
60
........
PI = IOB +00,00
iiiii iiiii
iiiii 111111111111111111111111
1111
Hill
EL - 39J?
50
VC = 350
Hill
11
111
50
K = 253
Hill
40
40
777111111-
lillill
11-1
'77"
1 11.1
Hill
30
11.
30
20
20
m
111111111
11
Hill
m
10
10
m
d
0
0
mo
m
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No
N3
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-10
-10
w�
108 +00
109 +00
110
+00
111
+00 112
+00
113
+00
114
+00
115
+00
116
+00
117
+00
118
+00
119
+00
120
+00
121 +00
122 +00
m
EROIEGT
HEM NO SHEET NO.
N
R -2514B 26
m
_ _
ROADWAY
DESIGN
HYDRAUZ
ENGINEER
ENGINEER
INCOMPLE
rE PLANS
DO NOT NE PUN
/W ACQUISITION
10
PRELIMINA
R PLANS
La NS
AY §T
60
4M
4M
60
50
50
40
40
Hill
30
30
Hill
iiiiii
Hill
11111111111
20
20
10
10
0
0
-10
-10
122 +00 123 +00
124 +00 125 +00 126 +00 127 +00
128
+00 129 +00 130
+00 131 +00
132 +00 133 +00
134 +00 135 +00 136 +00
50
50
BEGIN BRIDGE
END
BRIDGE
-L- STA3??fU +/
-L-
S oIllIu +/
40
PI :140 +5oA0
PI: 144 +70,00
40
EL : 24i4'
EL = 3s
VC: m
VC = 340
PI =150 +15D0
K :298
K = 250
EL - 218
30
1111111111
111 11111111111
1111
111111111'77777
1
111111111
VC - 220
30
K �e
20
7
11
111
JFFT�7
11
11
1
1111111
Hill
11111111111
11 11
11111111111111
111111,11
1
111177
20
Hill
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I Hill
Hill
Hill
I
I 111
11
Hill
Illie
TIIIIII"Il.
.-1
0 T
11 17,
11
Hill
1111111
.1111111
1 1111711
III
Hill
10
10
Hill
1111111
11
BY 53 ELEVATION = 20.01`
N 420521 E 2526727
82 STATION 95401D0 259'RIGHT
STATION RIGHT
0
RR SE 1 I? GUY
TREE
0
m
a
m
-10
-10
m
d
n
toll
-20
-20
mo
m�
a,m
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-30
-30
w�
136 +00
137 +00
138
+00
139 +00
140
+00
141
+00
142
+00
143
+00 144 +00 145 +00
146 +00
147 +00
148
+00 149
+00
150
+00
m
EROIEGT REEERENGE NO SHEET NO.
N
R -2514B 29
m
_ _
ROADWAY DESIGN
HYDRAUZ
ENGINEER
ENGINEER
INCOMPLE
rE PLANS
DO NOT NE PUN
/W ACQUISITION
50
PRELIMINA
R PLANS
AY §T
40
40
P1- 150+75M
PI =164+30x0(1
lill
I
EL - 2178'
EL - 25N
VC - 2N
VC = 200'
30
K =198
K =226
30
20
20
10
10
0
0
—10
ON
—10
-20
-20
—30
—30
150 +00 151+00
152 +00 153 +00 154 +00
155 +00 156 +00 157 +00 158 +00
159 +00 160
+00 161+00
162 +00 163
+00 164 +00
BM 54 ELEVATION :14,49'
N 4922935 E 2527612
60
BL2 STATION 120J7 207'RIGHT
60
-L- STMON 110 +55,85198,41 RIGHT
RR SPIKE IN 20" GUM TREE
BEGIN
BRIDGE
iiiiiiiii
Hill
50
-L-
n f??
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50
Hill
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Hill
11111111111
1111
11
11 111111
111111111111
PI.96 300
40
EL = 25S
40
VD -2T
K = 228
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11 im
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III
Ill
111111111111111
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77
111
30
1".60
1901
30
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20
20
10
10
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—10
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-20
—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
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1,:I
I
1 11
Hill
40
40
30
Hill
I
Iw
1
11
1
Ill
Ill
I I
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10
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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
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60111
11
1111
117-11 P.,11
LILIIIII
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ll
11
Ill
11
Ill
11
Ill
101007
1111111"1
1
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I
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11
7`111
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III
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30
30
20
20
10
10
m
d
0
0
mo
m
a,m
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a3
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—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
ov
,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<
00
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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
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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
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Tr
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lill lill lill
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30
111
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30
20
20
m
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10
10
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03
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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
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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
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10
0
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77
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10 +00
11
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12 +00
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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
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P1:
1402?
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EL :4018
-Y2C- Sta,13 +60,00
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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
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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
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11,
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11
1 1 1171
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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
.
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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
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30
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30
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20
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0
0
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24 +00
25 +00
26 +00
27
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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
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F=
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7711111
EI,41,53'
11111
111111
PI= IO +SOHO
EL =EL
PI =12+00,00
5A0
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VC -150'
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F:-
K =41
40
40
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F=
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30
30
I-V
20
20
10
l0
0
0
-10
10 +00
-10
11 +00
12 +00
13
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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_