N S T A . 752+ 00 T O S T A . 757+ 00 CALCULATED CHECKED H I G - C . R . 5- 14. 29 H I G - 73- 8 . 34 P LAN AND P R O FI LE - C . R . 5 KAM K PC P:\HCE\TR\0006_Pr os pec t \92789\r oa dwa y \s h ee t s \92789GP001 . dgn 1 / 17/ 2014 10: 24: 31 AM cm t 004 220 10 0 40 20 10 HORI Z ONTAL S CALE I N F EET MATCH L I NE S TA. 757 +00 S EE S HEET 11 752+00 753+00 754+00 755+00 756+00 757+00 1050 1055 1060 1065 1070 1075 1080 1085 1050 1055 1060 1065 1070 1075 1080 1085 | C ON S T R U C T I ON C . R . 5 P.I. STA. 752+44.71 R = 2,083.48’ T = 152.02’ L = 303.51’ E = 5.54’ ‹ CURVE DATA - C.R. 5 P.C. STA. 750+92.68 S . L . M . 1 4 . 29 S T A . 7 54 + 50 . 0 0 B E G I N P R O J E C T NO . E 1 30 ( 7 7 2 ) F E D E R A L P R O J E C T BE GI N TAPE R 1 1 . 0’ 1 1 . 0’ E ND TAPE R 4 . 0’ 4 . 0’ E ND S HOUL DE R TAPE R 1 . 9 ’‘ 8 . 6 ’‘ 9 . 3 ’‘ 2 . 6 ’‘ 4 ’ W OV E N W I R E F E N C E AGGRE GATE DRI VE AGGRE GATE DRI VE SAW CUT LINE SAW CUT LINE G R A P H I C G R AD E M A T C H E X I S T I NG NO CURVE ‹ = 0.00 % ELEV. = 1072.24 STA. 754+50.00 BEGIN PROJECT CONSTRUCTION LIMITS CONSTRUCTION LIMITS REMOVE S T A . 754 + 00 . 00 B E G I N W O R K NOTE 1. FOR QUANTITIES SEE SHEET XX. PAR. #43-21-000-326.01 ARTHUR ENGLAND JR. PAR. #43-21-000-326.03 ARTHUR ENGLAN JR PAR. #44-20-000-325.01 MICHAEL CAROLYN / TRUSTEE } } } } 4 ’ WOVE N WI RE F E NCE } PAR. #44-20-000-325.02 BRIAN ALLAN AND KELLI JO WILLIAMSON 752 753 754 755 756 757 P. T. S TA. 75 3 +9 6 . 19 1072 . 24 1072 . 57 1072 . 67 1072 . 62 1072 . 63 1072 . 74 1072 . 92 1073 . 43 1074 . 21 1075 . 00 1075 . 96 1065 . 24 1067 . 03 1068 . 57 1069 . 97 1071 . 27 1072 . 24 1072 . 67 1072 . 63 1072 . 92 107 4 . 21 107 5 . 96
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N
ST
A.
752
+00
TO
ST
A.
757
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
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C.R.
5K
AM
KP
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P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP001.d
gn 1/17/2014 10:2
4:3
1
AM c
mt004
220
10
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 757+00 S
EE S
HE
ET 11
752+00 753+00 754+00 755+00 756+00 757+00
1050
1055
1060
1065
1070
1075
1080
1085
1050
1055
1060
1065
1070
1075
1080
1085
| CONSTRUCTION C.R. 5
P.I. STA. 752+44.71
R = 2,083.48’
T = 152.02’
L = 303.51’
E = 5.54’
‹
CURVE DATA - C.R. 5
P.C. STA. 750+92.68
S.L.M. 14.29STA. 754+50.00BEGIN PROJECT
NO. E130 (772)FEDERAL PROJECT
BE
GIN T
AP
ER
11.0’11.
0’
EN
D T
AP
ER
4.0’
4.0’
EN
D S
HO
UL
DE
R T
AP
ER
1.9’‘
8.6’‘
9.3’‘
2.6’‘
4’ WOVEN WIRE FENCE
AG
GR
EG
AT
E
DRIV
E
AG
GR
EG
AT
E
DRIV
E
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE MATCH EXISTING
NO CURVE
‹ = 0.00 %
ELEV. = 1072.24
STA. 754+50.00
BEGIN PROJECT
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
STA. 754+00.00BEGIN WORK
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #43-21-000-326.01
ARTHUR ENGLAND JR.
PAR. #43-21-000-326.03
ARTHUR ENGLAN JR
PAR. #44-20-000-325.01
MICHAEL CAROLYN / TRUSTEE
}
}
}
}
4’
WO
VE
N
WIR
E F
EN
CE
}
PAR. #44-20-000-325.02
BRIAN ALLAN AND KELLI JO WILLIAMSON
752
753 754755
756757
P.T. S
TA. 753+96.19
1072.24
1072.57
1072.67
1072.62
1072.63
1072.74
1072.92
1073.43
1074.21
1075.00
1075.96
1065.24
1067.03
1068.57
1069.97
1071.
27
1072.24
1072.67
1072.63
1072.92
1074.21
1075.96
N
ST
A.
757
+00
TO
ST
A.
76
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP002.d
gn 1/17/2014 10:2
4:3
1
AM c
mt004
220
11
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 757+00 S
EE S
HE
ET 10
MA
TC
H LIN
E S
TA. 762+00 S
EE S
HE
ET 12
757+00 758+00 759+00 760+00 761+00 762+00
1060
1065
1070
1075
1080
1085
1090
1060
1065
1070
1075
1080
1085
1090
10951095
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 0° 51’ 37" LT.
P.I. STA. 759+58.94
CURVE DATA - C.R. 5
9.0’
+15.21
90°
R = 15’
R = 15’
R = 15’ R = 15’
+39.59
10.0’
90°
110°
+90.14
R = 15’
4.0’
11.0’
11.0’
4.0’
4’ WOVEN WIRE FENCE
GR
AV
EL
DRIV
E
BARN
BARN
DRIV
E
FIE
LD
4’
WO
VE
N
WIR
E F
EN
CE
DRIV
EG
RA
VEL
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
REMOVE
X" TYPE A
REMOVE
18"
ST
M.
X" TYPE D
X" TYPE D X" TYPE D
12" STM.
TO BE RELOCATED BY OTHERS
REMOVE
X" X" X" X"X" X"
REMOVE
SAVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-326.03
ARTHUR ENGLAN JRPAR. #43-21-000-326.00
SHIRLEY G ENGLAND / TRUSTEE
PAR. #44-20-000-325.01
MICHAEL CAROLYN / TRUSTEE
}
}
} } } }
757 758 759 760 761 762
1075.96
1077.01
1078.16
1079.24
1080.19
1080.90
1081.
34
1081.
38
1081.
13
1080.90
1080.62
1080.52
1080.83
1081.
11
1081.
17
1081.
04
1080.64
1079.93
1079.06
1078.13
1077.03
1075.96
1078.16
1080.19
1081.
34
1081.
13
1080.62
1080.83
1081.
17
1080.64
1079.06
1077.03
N
ST
A.
76
2+00
TO
ST
A.
76
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP003.d
gn 1/17/2014 10:2
4:3
1
AM c
mt004
220
12
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 762+00 S
EE S
HE
ET 11
MA
TC
H LIN
E S
TA. 767+00 S
EE S
HE
ET 13
762+00 763+00 764+00 765+00 766+00 767+00
1045
1050
1055
1060
1065
1070
1075
1080
1045
1050
1055
1060
1065
1070
1075
1080
NO CURVE
‹ = 0° 29’ 46" RT.
P.I. STA. 762+97.46
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
L = 504.89’
T = 252.51’
R = 9,046.70’
‹
P.I. STA. 766+52.51
E = 3.52’
CURVE DATA - C.R. 5
emax. = NC
P.T. STA. = 769+04.89
4.0’
11.0’
11.0’
4.0’
10.0’
+36.70
70°
11.0’
8.5’
+85.16
90°
DENSE WOODS
DENSE WOODS
DRIV
EG
RA
VE
L
GRAVEL DRIVE
RESIDENTIAL
ONE-STORY
GRAPHIC GRADE
MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
+00
BE
GIN F
UL
L
DEP
TH P
AV
EM
EN
T
EL
EV. = 10
67.68
ST
A. 764+00.00
EN
D
GR
AP
HIC
GR
AD
E
-5.27 %
-5.27 %-3.72 %
300’ V.C.
K = 193.5, SSD = UNRESTRICTED
P.V.I. STA. 766+00.00, ELEV. = 1057.14
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"
X"
X"
X" TYPE D X" TYPE D
12" STM.
REMOVE
BY OTHERS
TO BE RELOCATED
TO BE RELOCATED BY OTHERS
X" TYPE D
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-329.00
SHIRLEY G ENGLAND
PAR. #43-21-000-324.00
JAMES P AND JACQUELYN J MICHAEL / SURV/ TOD
PAR. #43-21-000-329.01
JEREMY G AND GERI L PARR
R = 15
’R =
10’R = 10’ R
= 15’
}
}
}
}}} }
R = 9,046.70’
762763 764 765 766
767
P.C. S
TA. 764+00.00
1067.68
1066.36
1065.05
1063.74
1062.47
1061.
24
1060.03
1058.86
1057.72
1056.61
1055.54
1054.49
1053.48
1077.03
1075.84
1074.84
1073.91
1072.85
1071.
63
1070.40
1069.05
1077.03
1074.84
1072.85
1070.40
1067.68
1065.07
1062.66
1060.26
1057.85
1055.72
1053.84
N
ST
A.
76
7+00
TO
ST
A.
772
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP004.d
gn 1/17/2014 10:2
4:3
2
AM c
mt004
220
13
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 767+00 S
EE S
HE
ET 12
MA
TC
H LIN
E S
TA. 772+00 S
EE S
HE
ET 14
767+00 768+00 769+00 770+00 771+00 772+00
1030
1035
1040
1045
1050
1055
1060
1065
1030
1035
1040
1045
1050
1055
1060
1065
L = 504.89’
‹
E = 3.52’
CURVE DATA - C.R. 5
emax. = NC
P.C. STA. = 764+00.00
P.I. STA. 771+80.65
‹
T = 275.76’
L = 551.35’
E = 4.20’
emax. = NC
P.T. STA. = 774+56.24
CURVE DATA - C.R. 5
73°2
1’02"*
*ANGLE TAKEN FROM CURVE TANGENT
| C
ONS
TR
UC
TIO
N
& R/
W S.R. 73
4.0’
11.0’
11.0’
4.0’
4.0’
11.0’
11.0’
4.0’
4.0’
11.0’
11.0’
4.0’
4.0’
11.0’
11.0’
4.0’
80°
+49.31
10.0’
23.0’R = 15’
+00.00
90°
+81.74
71°4
5’
R = 25’
DENSE WOODS
FIELD DRIVE
BARN GRAVEL DRIVE
GR
AV
EL
DRIV
E
SHED RESIDENTIAL
ONE-STORY
3-P
OS
T H
ORS
E F
EN
CE
4’
WO
VE
N
WIR
E F
EN
CE
4’ WOVEN WIRE FENCE
DRIV
E
ASP
HA
LT
-3.72 % +1.60 %
50’ V.C.
-1.60 % +3.00 %
300’ V.C.
K = 193.5, SSD = UNRESTRICTED
P.V.I. STA. 766+00.00, ELEV. = 1057.14
-3.72 %
50’ V.C.
250’ V.C.
+3.00 % -4.83 %
EL
EV. = 10
46.03
ST
A. 440
+47.50 | S.R. 73
ST
A. 769+53.17 | C.R. 5 =
K = 31.9 (NDC = 114’), SSD = 263 (NDC = 495’)
P.V.I. STA. 771+50.00, ELEV. = 1050.24
K = 9.4, SSD = 93’
ELEV. = 1045.42
P.V.I. STA. 769+15.00
K = 10.9, SSD = 111’
ELEV. = 1045.44
P.V.I. STA. 769+90.00
12" STM.
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X" TYPE D X" TYPE D
REMOVE
REMOVE
24" ST
M.
REMOVE
TO BE RELOCATED BY OTHERS
TO BE RELOCATED BY OTHERSX" TYPE A
X" TYPE A
24"
ST
M.
REMOVE
X" TYPE A
TO BE RELOCATED BY OTHERS
15" STM.
REMOVE
X"
X" TYPE D
TO BE RELOCATED BY OTHERS
REMOVE
12" ST
M.
REMOVE
REMOVE
NOTES
3. FOR INTERSECTION DETAILS SEE SHEET XX.
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
PAR. #43-21-000-338.00
MARY VANZANT
PAR. #44-21-000-366.00
LONETTE PHILLIPS HAMILTON
15" STM.R = 8’R = 15’
R = 8’
| CONSTRUCTION C.R. 5
}
}
}
P.I. STA. 766+52.51
R = 9,046.70’
T = 252.51’
STA. 440+46.74 | CONSTRUCTION & R/W S.R. 73
STA. 769+52.96 | CONSTRUCTION C.R. 5 =
R = 50’
R = 50’
R = 5
0’
R = 50
’
R = 9046.70’
NO CURVE
‹ = 0° 25’ 22" RT.
P.I. STA. 440+35.00
CURVE DATA - S.R. 73
}}
}
}}
}
}
}
15"
ST
M.
REMOVE
PAR. #43-21-000-322.00
DAVID P AND SHARON STEELE
PAR. #43-21-000-330.00
BRIAN L PITZER / SURV
RANDI J NICHOLS AND
PAR. #43-21-000-323.00
DAVID P AND SHARON STEELE
440
441
E = 4.20’
767 768 769 770 771 772
P.R.C. S
TA. 769+04.89
1053.48
1052.51
1051.
56
1050.63
1049.70
1048.77
1047.84
1046.91
1046.03
1045.70
1045.98
1045.73
1045.84
1046.49
1047.14
1047.60
1047.86
1047.92
1047.79
1047.47
1046.95
1053.84
1051.
55
1049.06
1046.75
1045.31
1045.83
1044.98
1048.60
1049.22
1048.96
1048.75
N
ST
A.
772
+00
TO
ST
A.
777
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP005.d
gn 1/17/2014 10:2
4:3
2
AM c
mt004
220
14
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 772+00 S
EE S
HE
ET 13
MA
TC
H LIN
E S
TA. 777+00 S
EE S
HE
ET 15
772+00 773+00 774+00 775+00 776+00 777+00
1015
1020
1025
1030
1035
1040
1045
1050
1015
1020
1025
1030
1035
1040
1045
1050
P.I. STA. 771+80.65
‹
R = 9,046.70’
T = 275.76’
L = 551.35’
E = 4.20’
emax. = NC
P.C. STA. = 769+04.89
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5N 75° 57’ 54" E
STA. 10+00.00 | CONSTRUCTION C.R. 75
STA. 775+00.00 | CONSTRUCTION C.R. 5 =
| C
ONS
TR
UC
TIO
N C.R. 75
80°
4.0’
11.0’
11.0’
4.0’
4.0’
11.0’
11.0’
4.0’
4.0’
11.0’
11.0’
4.0’
R = 15’
8.25’
29.0’
R = 15’
R = 35’
90°
+80.00
+83.17
30.0’
R = 15’R
= 15’
75°
R = 50’
R = 50’
CHURCH DENSE WOODS
FIELD DRIVE
ASP
HA
LT D
RIV
E
GRAVEL DRIVE
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE
+50
EN
D F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
-4.83 %-7.21 %
FOR DETAILS SEE SHEET 13 250’ V.C.
EL
EV. = 10
27.95
ST
A. 775+50.00
BE
GIN
GR
AP
HIC
GR
AD
E
K = 105.0 (NDC = 114’), SSD = 578’
P.V.I. STA. 774+25.00, ELEV. = 1036.96
58.1’
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
D.N.D.
D.N.D.
REMOVE
TO BE RELOCATED BY OTHERS
REMOVE
X" TYPE A
REMOVE
X" TYPE D
X" TYPE D
NOTES
3. FOR INTERSECTION DETAILS SEE SHEET XX.
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
PAR. #44-21-000-366.00
LONETTE PHILLIPS HAMILTON
PAR. #43-21-000-338.01
METHODIST CHURCH AND CEMETERY
PAR. #43-21-000-343.00
RICHARD D AND AMY M THROCKMORTON
}
}
}
}
PAR. #43-21-000-338.02
MARY VANZANT
10
11
P.C. STA. 10+52.92
772773 774 775 776 777
P.T. S
TA. 774+56.24
1046.95
1046.23
1045.31
1044.20
1043.00
1041.
76
1040.46
1039.11
1037.69
1036.22
1034.68
1033.09
1031.
44
1029.72
1027.95
1026.23
1024.72
1023.51
1022.37
1021.
76
1021.
52
1048.75
1049.35
1047.38
1044.11
1040.50
1037.05
1032.36
1027.95
1024.72
1022.37
1021.
52
N
ST
A.
777
+00
TO
ST
A.
78
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP006.d
gn 1/17/2014 10:2
4:3
3
AM c
mt004
220
15
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 777+00 S
EE S
HE
ET 14
MA
TC
H LIN
E S
TA. 782+00 S
EE S
HE
ET 16
777+00 778+00 779+00 780+00 781+00 782+00
1010
1015
1020
1025
1030
1035
1040
1045
1010
1015
1020
1025
1030
1035
1040
1045
P.I. STA. 783+20.51
‹
R = 1,527.89’
T = 282.19’
L = 558.09’
E = 25.84’
P.T. STA. = 785+96.41
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
emax. = 0.068
9.0’
+26.24
90° 9
0°
+01.32
13.0’
DENSE WOODS
DENSE TREES
DENSE TREES
DENSE TREES
WIRE FENCE4’ W
OVEN
4’ WOVEN WIRE FENCE
REMOVE
REMOVE
FIE
LD
DRIV
E
DRIVE
GRAVEL
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E FE
NC
E
RESIDENTIAL
ONE-STORY
SHED
EL
EV. = 10
26.23
ST
A. 780
+00.00
EN
D
GR
AP
HIC
GR
AD
E
GRAPHIC GRADE
MATCH EXISTING
200’ V.C.
K = 154.2, SSD = UNRESTRICTED
P.V.I. STA. 781+00.00, ELEV. = 1030.16
+3.93 %
+5.23 %
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
60"
ST
M.
REMOVE
X" TYPE A
REMOVE
TO BE RELOCATED BY OTHERS
REMOVE
X"
REMOVE
REMOVE
X"
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #44-21-000-366.00
LONETTE PHILLIPS HAMILTON
PAR. #43-21-000-343.00
RICHARD D AND AMY M THROCKMORTON
R = 15
’R = 15’
R = 2
5’ R
= 2
5’
+00
BE
GIN F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
4.0’
11.0’
11.0’
4.0’
}}
777778
779780 781
782
P.C. S
TA. 780
+38.31
1026.23
1027.23
1028.28
1029.36
1030.48
1031.
65
1032.85
1034.10
1035.39
1021.
52
1021.
69
1021 .
09
1020.75
1020.73
1021 .
12
1021 .
96
1023.03
1024.08
1024.87
1025.24
1025.50
1021.
52
1021 .
09
1020.73
1021.
96
1024.08
1025.24
1026.23
1028.31
1032.48
1036.69
1040.28
N
ST
A.
78
2+00
TO
ST
A.
78
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP007.d
gn 1/17/2014 10:2
4:3
3
AM c
mt004
220
16
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 782+00 S
EE S
HE
ET 15
MA
TC
H LIN
E S
TA. 787+00 S
EE S
HE
ET 17
782+00 783+00 784+00 785+00 786+00 787+00
1030
1035
1040
1045
1050
1055
1060
1065
1030
1035
1040
1045
1050
1055
1060
1065
| CONSTRUCTION C.R. 5
P.I. STA. 783+20.51
‹
R = 1,527.89’
T = 282.19’
L = 558.09’
E = 25.84’
P.C. STA. = 780+38.31
CURVE DATA - C.R. 5
emax. = 0.068
NO CURVE
‹ = 0° 37’ 46" LT.
P.I. STA. 786+77.58
CURVE DATA - C.R. 5
4.0’
4.0’
11.0’
11.0’
11.0’
R = 15’
+14.67
69°3
0’
16.0’
90°
+91.71
DENSE TREES
ASP
HA
LT D
RIV
E
DRIVE
ASPHALT
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E FE
NCE
RESIDENTIAL
ONE-STORY
GRAPHIC GRADEMATCH EXISTIN
G
+5.23 %
+2.79 %
SAW CUT LINE
SAW CUT LINE
+00
EN
D F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
EL
EV. = 10
52.64
ST
A. 786+00.00
BE
GIN
GR
AP
HIC
GR
AD
E
300’ V.C.
K = 123.1, SSD = 593’
P.V.I. STA. 784+50.00, ELEV. = 1048.45
+5.23 %
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
X"
X"
X"
X" X"
12" STM.
REMOVE
X" TYPE D
BY OTHERS
TO BE RELOCATED
TO BE RELOCATED BY OTHERS
12" STM.
12" STM.
REMOVE
REMOVE
X" TYPE D
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTESPAR. #44-21-000-366.00
LONETTE PHILLIPS HAMILTON
PAR. #43-21-000-345.00
RODNEY L AND JUDY JONES
R =
15’
}
}
REMOVE EX. STONE FENCE
REMOVE EX. STONE FENCE
}
}}
}
R = 15’
R = 15’
}
PAR. #43-21-000-344.00
BARBARA ANN AND ORVAL WAYNE NEWKIRK
R = 1,527.89’
T = 282.19’
782
783
784 785
786
787
P.T. S
TA. 785+96.41
1035.39
1036.69
1038.00
1039.31
1040.61
1041.
90
1043.13
1044.31
1045.44
1046.51
1047.54
1048.52
1049.44
1050.32
1051.
14
1051.
92
1052.64
1053.34
1054.00
1054.74
1055.57
1040.28
1042.35
1044.39
1045.07
1046.76
1047.98
1049.44
1051.
09
1052.64
1054.00
1055.57
N
ST
A.
78
7+00
TO
ST
A.
79
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP008.d
gn 1/17/2014 10:2
4:3
3
AM c
mt004
220
17
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 787+00 S
EE S
HE
ET 16
MA
TC
H LIN
E S
TA. 792+00 S
EE S
HE
ET 18
787+00 788+00 789+00 790+00 791+00 792+00
1040
1045
1050
1055
1060
1065
1070
1075
1040
1045
1050
1055
1060
1065
1070
1075
NO CURVE
‹ = 0° 23’ 55" LT.
P.I. STA. 790+04.22
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
11.0’
11.0’
4.0’
4.0’
+06.35
90°
8.5’
3-RAIL HORSE FENCE 3-RAIL HORSE FENCE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADEMATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
SAVEREMOVE
REMOVEREMOVE
X" TYPE D
12" STM. 12" STM.
REMOVE REMOVE
TO BE RELOCATED BY OTHERS
TO BE RELOCATED BY OTHERS
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #44-21-000-366.00
LONETTE PHILLIPS HAMILTON
PAR. #43-21-000-347.00
ANDREW ZINKPAR. #43-21-000-347.02
ANDREW ZINK
R = 2
0’R = 20’
GR
AV
EL
DRIV
E
3-
RAIL
HO
RS
E F
EN
CE
}
} } }
}
}
}
PAR. #43-21-000-345.00
JUDY JONES
RODNEY L AND
787 788 789 790 791 792
1055.57
1056.59
1057.68
1058.80
1059.95
1061.
02
1061.
89
1062.61
1063.23
1063.83
1064.32
1064.81
1065.22
1065.50
1065.71
1065.71
1065.75
1065.76
1065.83
1065.85
1065.75
1055.57
1057.68
1059.95
1061.
89
1063.23
1064.32
1065.22
1065.71
1065.75
1065.83
1065.75
N
ST
A.
79
2+00
TO
ST
A.
79
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP009.d
gn 1/17/2014 10:2
4:3
4
AM c
mt004
220
18
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 792+00 S
EE S
HE
ET 17
MA
TC
H LIN
E S
TA. 797+00 S
EE S
HE
ET 19
792+00 793+00 794+00 795+00 796+00 797+00
1045
1050
1055
1060
1065
1070
1075
1080
1045
1050
1055
1060
1065
1070
1075
1080
| CONSTRUCTION C.R. 5
P.I. STA. 798+96.01
CURVE DATA - C.R. 5
4.0’
11.0’
11.0’
4.0’
10.0’
10.5’
+40.40
+46.44117°4
5’
51°
DENSE TREES
DE
NS
E T
RE
ES
3-RAIL HORSE FENCE
3-R
AIL H
ORSE F
ENCE
4’
WO
VE
N
WIR
E FE
NC
E
GR
AV
EL D
RIV
E
DRIV
EGR
AVEL
EL
EV. = 10
63.34
ST
A. 795+50.00
EN
D
GR
AP
HIC
GR
AD
E
GRAPHIC GRADE MATCH EXISTING +0.30 %
SAW CUT LINE
SAW CUT LINE
+50
BE
GIN F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
300’ V.C.
K = 53.6 (NDC = 114), SSD = 343’ (NDC = 495’)
P.V.I. STA. 797+00.00, ELEV. = 1063.79
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
X" TYPE D
REMOVE
TO BE RELOCATED BY OTHERS
X" TYPE D
TO BE RELOCATED BY OTHERS
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-347.01
GEORGE J AND JUDITH A THELEN
PAR. #43-21-000-364.00
DANIEL C FLINT
PAR. #44-21-000-366.00
LONETTE PHILLIPS HAMILTON
PAR. #43-21-000-348.00
ROY AND ROXIE BERRYHILL
R =
15’R
= 25’
R = 10’
R = 2
5’
E = 32.50’
L = 647.05’
T = 327.80’
R = 1,637.02’
‹
emax. = 0.066
P.T. STA. = 802+15.25
}
}
}
}
} } }
}
792 793 794 795 796797
P.C. S
TA. 795+68.20
1063.34
1063.36
1063.26
1063.04
1062.71
1062.26
1061.
69
1065.75
1065.54
1065.27
1065.05
1064.85
1064.62
1064.39
1064.22
1064.08
1063.95
1063.86
1063.68
1063.52
1063.32
1065.75
1065.27
1064.85
1064.39
1064.08
1063.86
1063.52
1063.34
1063.24
1063.40
1063.26
N
ST
A.
79
7+00
TO
ST
A.
802
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP010.d
gn 1/17/2014 10:2
4:3
4
AM c
mt004
220
19
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 797+00 S
EE S
HE
ET 18
MA
TC
H LIN
E S
TA. 802+00 S
EE S
HE
ET 20
797+00 798+00 799+00 800+00 801+00 802+00
1035
1040
1045
1050
1055
1060
1065
1070
1035
1040
1045
1050
1055
1060
1065
1070
P.I. STA. 798+96.01
‹
R = 1,637.02’
T = 327.80’
L = 647.05’
E = 32.50’
emax. = 0.066
P.C. STA. = 795+68.20
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
P.T. STA. = 802+15.25
4.0’
4.0’
11.0’
11.0’
DENSE WOODS
GRAVEL D
RIV
E
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE
REMOVE
300’ V.C.
-5.30 % +2.01 %
-5.30 %
K = 53.6 (NDC = 114), SSD = 343’ (NDC = 495’)
P.V.I. STA. 797+00.00, ELEV. = 1063.79
330’ V.C.
K = 45.1 (NDC = 114), SSD = 253’ (NDC = 495’)
P.V.I. STA. 800+60.00, ELEV. = 1044.70
-5.30 %
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
30"
ST
M.
REMOVE
X" TYPE AREMOVE
TO BE RELOCATED BY OTHERS
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #43-21-000-361.00
DONALD R AND LONNETTE P HAMILTON
PAR. #43-21-000-348.00
ROY AND ROXIE BERRYHILL
4’ WO
VEN WIR
E FENCE
}
}
}
}
}
}
PAR. #43-21-000-363.00
BETTY JO MORGAN
DANNIE L AND
L = 647.05’E = 32.50’
797
798
799 800
801
802
1061.
69
1061.
01
1060.21
1059.29
1058.25
1057.10
1055.84
1054.51
1053.19
1051.
96
1050.87
1049.92
1049.11
1048.43
1047.90
1047.50
1047.24
1047.12
1047.14
1047.29
1047.59
1063.26
1062.52
1060.61
1057.50
1053.48
1049.81
1047.07
1045.15
1045.56
1046.39
1047.49
N
ST
A.
802
+00
TO
ST
A.
807
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP011.d
gn 1/17/2014 10:2
4:3
5
AM c
mt004
220
20
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 802+00 S
EE S
HE
ET 19
MA
TC
H LIN
E S
TA. 807+00 S
EE S
HE
ET 21
802+00 803+00 804+00 805+00 806+00 807+00
1035
1040
1045
1050
1055
1060
1065
1070
1035
1040
1045
1050
1055
1060
1065
1070
N 76° 39’ 19" E
4.0’
11.0’
11.0’
4.0’
10.0’
12.5’
80°
90°
+11.75 +41.11
DENSE WOODS
DRIVE
FIELD
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE
ASP
HA
LT
DRIV
E
GRAPHIC GRADE
MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
EL
EV. = 10
48.02
ST
A. 802+25.00
BE
GIN
GR
AP
HIC
GR
AD
E
FOR DETAILS SEE SHEET XX
+25
EN
D F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVEREMOVE
REMOVE
BY OTHERS
TO BE RELOCATED
SAVE
12" STM.
12" STM.
REMOVE
REMOVE
REMOVE
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-348.00
ROY AND ROXIE BERRYHILL
PAR. #43-21-000-361.00
DONALD R AND LONNETTE P HAMILTON
PAR. #43-21-000-362.00
SUE E DOUGLAS
FENCE4’ WOVEN WIRE
R=10’ R = 10’
4’ WOVEN WIRE FENCE
| CONSTRUCTION C.R. 5
}}
}
}
}
R = 20’R = 2
0’
X" TYPE D
X" TYPE D
802 803 804 805 806 807
P.T. S
TA. 802+15.25
1047.59
1048.02
1048.56
1049.12
1049.63
1050.19
1050.76
1051.
34
1052.12
1053.06
1054.16
1055.47
1056.94
1058.32
1059.68
1060.81
1061.
73
1062.21
1062.54
1062.57
1062.62
1047.49
1048.56
1049.63
1050.76
1052.12
1054.16
1056.94
1059.68
1061.
73
1062.54
1062.62
N
ST
A.
807
+00
TO
ST
A.
812
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP012.d
gn 1/17/2014 10:2
4: 3
5
AM c
mt004
220
21
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 807+00 S
EE S
HE
ET 20
MA
TC
H LIN
E S
TA. 812
+00 S
EE S
HE
ET 22
807+00 808+00 809+00 810+00 811+00 812+00
1040
1045
1050
1055
1060
1065
1070
1075
1040
1045
1050
1055
1060
1065
1070
1075
4.0’
11.0’
11.0’
4.0’
12.0’
90°
+92.98
DRIV
E
FIE
LD
4’
WO
VE
N
WIR
E FE
NC
E
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADEMATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
REMOVE
12" STM.
REMOVE
REMOVE
BY OTHERS
TO BE RELOCATED
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-348.00
ROY AND ROXIE BERRYHILL
PAR. #43-21-000-349.00
DONALD R AND LONETTE P HAMILTON
PAR. #43-21-000-361.00
DONALD R AND LONNETTE P HAMILTON
R = 15’R
= 15’
| CONSTRUCTION C.R. 5
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE 4’ WOVEN WIRE FENCE
}
}
}
807 808 809 810 811 812
1062.62
1062.55
1062.52
1062.68
1062.76
1062.90
1063.14
1063.62
1064.02
1064.34
1064.45
1064.28
1063.84
1063.37
1062.91
1062.49
1062.01
1061.
45
1060.91
1060.15
1059.32
1062.62
1062.52
1062.76
1063.14
1064.02
1064.45
1063.84
1062.91
1062.01
1060.91
1059.32
N
ST
A.
812
+00
TO
ST
A.
817
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP013.d
gn 1/17/2014 10:2
4:3
5
AM c
mt004
220
22
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 812
+00 S
EE S
HE
ET 21
MA
TC
H LIN
E S
TA. 817
+00 S
EE S
HE
ET 23
812+00 813+00 814+00 815+00 816+00 817+00
1030
1035
1040
1045
1050
1055
1060
1065
1030
1035
1040
1045
1050
1055
1060
1065
| CONSTRUCTION C.R. 5
4.0’
11.0’
11.0’
4.0’
4’
WO
VE
N
WIR
E F
EN
CE
3-RAIL HORSE FENCE
GRAPHIC GRADE
MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
REMOVE
REMOVE TO BE RELOCATED BY OTHERS
TO BE RELOCATED BY OTHERS
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #43-21-000-351.00
PAUL R AND MARY JEANETTE LINDAMOOD / TRUSTEES
PAR. #43-21-000-361.00
DONALD R AND LONNETTE P HAMILTON
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE
}
} }
PAR. #43-21-000-349.00
DONALD R AND LONETTE P HAMILTON
812 813 814 815 816 817
1059.32
1058.49
1057.52
1056.47
1055.57
1054.60
1053.53
1052.36
1051.
06
1049.66
1048.43
1047.35
1046.41
1045.65
1045.01
1044.48
1044.02
1043.58
1043.19
1042.83
1042.53
1059.32
1057.52
1055.57
1053.53
1051.
06
1048.43
1046.41
1045.01
1044.02
1043.19
1042.53
N
ST
A.
817
+00
TO
ST
A.
822
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP014.d
gn
1/17/2014 10:2
4:3
6
AM c
mt004
220
23
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 817
+00 S
EE S
HE
ET 22
MA
TC
H LIN
E S
TA. 822+00 S
EE S
HE
ET 24
817+00 818+00 819+00 820+00 821+00 822+00
1025
1030
1035
1040
1045
1050
1055
1060
1025
1030
1035
1040
1045
1050
1055
1060
| CONSTRUCTION C.R. 5
P.I. STA. 819+57.25
‹
R = 7,639.44’
T = 131.54’
L = 263.06’
E = 1.13’
emax. = 0.019
CURVE DATA - C.R. 5
P.I. STA. 821+91.80
‹
R = 5,729.58’
T = 103.03’
L = 206.05’
E = 0.93’
emax. = 0.025
CURVE DATA - C.R. 5
P.T. STA. = 822+94.81
4.0’
11.0’
11.0’
4.0’
14.0’ 12.5’
80°
+25.67 +53.94
52°30’
DRIV
E
FIE
LD
3-RAIL H
ORSE F
ENCE
ASPHALT D
RIV
E
3-R
AIL H
ORSE FE
NC
E
3-RAIL HORSE FENCE
4’ WOVEN WIRE FENCE W/ BARBED TOP
4’
WO
VE
N
WIR
E F
EN
CE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X" TYPE D
12" STM.
REMOVE
REMOVE
X" TYPE D
12" STM.
18"
ST
M.
X" TYPE A
REMOVE
REMOVE
REMOVE
REMOVE
REMOVE
TO BE RELOCATED BY OTHERS
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-361.00
DONALD R AND LONNETTE P HAMILTON
PAR. #43-21-000-360.00
ERVIN AND MARGARET WEST
PAR. # 43-21-000-351.01
KEVIN L AND JULIA ANN HANEY
4’ WOVEN WIRE FENCE
R = 15
’
R = 15’
R = 25’ R
= 15’
}
} }}
}
PAR. #43-21-000-351.00
LINDAMOOD / TRUSTEES
PAUL R AND MARY JEANETTE
L = 263.06’
P.I. STA. 821+91.80
L = 206.05’
817 818 819 820 821 822
P.C. S
TA. 818
+25.71
P.R.C. S
TA. 820
+88.77
1042.53
1042.24
1041.
97
1041.
66
1041.
35
1041.
15
1041.
02
1040.95
1040.90
1041.
01
1041.
50
1042.31
1043.37
1044.60
1045.81
1046.77
1047.19
1047.01
1046.33
1045.58
1044.42
1042.53
1041.
97
1041.
35
1041.
02
1040.90
1041.
50
1043.37
1045.81
1047.19
1046.33
1044.42
N
ST
A.
822
+00
TO
ST
A.
827
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP015.d
gn 1/17/2014 10:2
4:3
6
AM c
mt004
220
24
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 822+00 S
EE S
HE
ET 23
MA
TC
H LIN
E S
TA. 827+00 S
EE S
HE
ET 25
822+00 823+00 824+00 825+00 826+00 827+00
1025
1030
1035
1040
1045
1050
1055
1060
1025
1030
1035
1040
1045
1050
1055
1060
| CONSTRUCTION C.R. 5
P.I. STA. 821+91.80
‹
R = 5,729.58’
T = 103.03’
L = 206.05’
E = 0.93’
emax. = 0.025
CURVE DATA - C.R. 5
P.C. STA. = 820+88.77
4.0’
11.0’
11.0’
4.0’
3-RAIL HORSE FENCE
4’ WOVEN WIRE FENCE 4’ WOVEN WIRE FENCE W/ BARBED TOP
GRAPHIC GRADE
MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
REMOVE
X"
X"
REMOVE
24"
ST
M.
REMOVE
X" TYPE A
REMOVE
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. # 43-21-000-351.01
KEVIN L AND JULIA ANN HANEY
PAR. #43-21-000-360.00
ERVIN AND MARGARET WEST
}
}
}
PAR. #43-21-000-359.00
MARGARET WEST
ERVIN AND
P.I. STA. 821+91.80
822 823 824 825 826 827
P.C. S
TA. 826+77.91
P.T. S
TA. 822+94.81
1044.42
1042.74
1040.54
1038.18
1035.94
1033.98
1032.43
1031.
21
1030.48
1030.23
1030.27
1030.47
1031.
07
1032.06
1033.15
1034.14
1035.04
1035.61
1035.54
1034.64
1033.27
1044.42
1040.54
1035.94
1032.43
1030.48
1030.27
1031.
07
1033.15
1035.04
1035.54
1033.27
N
ST
A.
827
+00
TO
ST
A.
832
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP016.d
gn 1/17/2014 10:2
4:3
7
AM c
mt004
220
25
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 827+00 S
EE S
HE
ET 24
MA
TC
H LIN
E S
TA. 832+00 S
EE S
HE
ET 26
827+00 828+00 829+00 830+00 831+00 832+00
1025
1030
1035
1040
1045
1050
1055
1060
1025
1030
1035
1040
1045
1050
1055
1060
E = 4.48’
L = 342.18’
T = 171.25’
R = 3,274.04’
‹
P.I. STA. 828+49.16
CURVE DATA - C.R. 5
emax. = 0.040
P.C. STA. 826+77.91
| CONSTRUCTION C.R. 5
E = 3.58’
L = 404.71’
T = 202.44’
R = 5,729.58’
‹
P.I. STA. 833+49.44
CURVE DATA - C.R. 5
emax. = 0.025
P.T. STA. 835+51.71
4.0’
11.0’
11.0’
4.0’
10.0’
83°15’
+45.86
DENSE TREES
REMOVE
WIR
E FE
NC
E
4’
WO
VE
N
POND
BARN
GRAVEL DRIVE
SHED
GRAPHIC GRADE
MATCH EXIS
TING
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X" TYPE A
36"
ST
M.
REMOVE
REMOVE
X"
D.N.D.
X" TYPE D
TO BE RELOCATED BY OTHERS
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-359.00
ERVIN AND MARGARET WEST
PAR. #43-21-000-359.00
ERVIN AND MARGARET WEST
4’ WOVEN WIRE FENCE W/ BARBED TOP R = 15’R
= 15’
}
}
PAR. #43-21-000-360.00
ERVIN AND MARGARET WEST
R = 3,274.04’
827
828829 830
831832
P.C. S
TA. 831+
47.00
P.T. S
TA. 830
+20.10
1033.27
1031.
61
1029.66
1028.65
1028.39
1028.06
1028.07
1028.55
1029.30
1030.48
1031.
95
1033.48
1035.08
1036.72
1038.55
1040.32
1042.06
1043.83
1045.61
1047.21
1048.53
1033.27
1029.66
1028.39
1028.07
1029.30
1031.
95
1035.08
1038.55
1042.06
1045.61
1048.53
N
ST
A.
832
+00
TO
ST
A.
837
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP017.d
gn 1/17/2014 10:2
4:3
7
AM c
mt004
220
26
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 832+00 S
EE S
HE
ET 25
MA
TC
H LIN
E S
TA. 837+00 S
EE S
HE
ET 27
832+00 833+00 834+00 835+00 836+00 837+00
1025
1030
1035
1040
1045
1050
1055
1060
1025
1030
1035
1040
1045
1050
1055
1060
P.C. STA. 831+47.00
emax. = 0.025
E = 3.58’
L = 404.71’
T = 202.44’
R = 5,729.58’
‹
P.I. STA. 833+49.44
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
P.T. STA. 837+98.74
emax. = 0.019
E = 1.00’
L = 247.03’
T = 123.53’
R = 7,639.44’
‹
P.I. STA. 836+75.24
CURVE DATA - C.R. 5
4.0’
11.0’
11.0’
4.0’
26.0’
32.0’
+94.06+26.28
90°
90°
GARAGE
TREES
DENSE
BARN
BARN
RESIDENTIAL
TWO STORY
SHED
DRIVE
GRAVEL
DRIVE
GRAVEL
4’
WO
VE
N
WIR
E FE
NCE
GRAPHIC GRADE
MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"
BY OTHERS
TO BE RELOCATED
18" STM.
REMOVE
X" TYPE DX"
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTESPAR. #43-21-000-359.00
ERVIN AND MARGARET WEST
PAR. #43-21-000-359.00
ERVIN AND MARGARET WEST
4’ WOVEN WIRE FENCE
R = 15’
R = 15’
R = 15’
R = 15’
R = 5,729.58’
R = 7,639.44’T = 123.53’
832833
834 835836
837
P.C.C. S
TA. 835+51.
71
1048.53
1049.77
1050.98
1051.
89
1052.47
1052.85
1053.38
1054.06
1054.68
1055.21
1055.70
1056.15
1056.59
1057.08
1057.58
1058.10
1058.73
1059.46
1060.26
1061.
14
1061.
92
1048.53
1050.98
1052.47
1053.38
1054.68
1055.70
1056.59
1057.58
1058.73
1060.26
1061.
92
N
ST
A.
837
+00
TO
ST
A.
84
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP018.d
gn 1/17/2014 10:2
4:3
8
AM c
mt004
220
27
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 837+00 S
EE S
HE
ET 26
MA
TC
H LIN
E S
TA. 842+00 S
EE S
HE
ET 28
837+00 838+00 839+00 840+00 841+00 842+00
1045
1050
1055
1060
1045
1050
1055
1060
1065
1070
1075
1080
1065
1070
1075
1080
P.C. STA. 835+51.71
emax. = 0.019
E = 1.00’
L = 247.03’
T = 123.53’
R = 7,639.44’
‹
P.I. STA. 836+75.24
CURVE DATA - C.R. 5
NO CURVE
‹ = 0° 20’ 29" LT.
P.I. STA. 840+80.18
CURVE DATA - C.R. 5
4.0’
11.0’
11.0’
4.0’
8.5’8.0’
| C
ONST
R. T.R. 378
70°
2.0’
2.0’
R = 3
5’R
= 31’
E = 1.56’
L = 77.19’
T = 38.68’
R = 477.46’
‹
P.I. STA. 10+45.97
CURVE DATA - T.R. 378
4’ WOVEN WIRE FENCE4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E FE
NCE
GRAPHIC GRADE MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X" X"X" X"
BY OTHERS
TO BE RELOCATED
TO BE RELOCATED BY OTHERS
TO BE RELOCATED BY OTHERS
18"
ST
M.
REMOVE
X" TYPE A
REMOVEREMOVE
NOTES
2. FOR INTERSECTION DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
ST
A. 10
+70.90
EN
D
WO
RK
PAR. #43-21-000-359.00
ERVIN AND MARGARET WEST
PAR. #43-21-000-354.05
JAMES H AND SHERYL M LINNEPAR. #43-21-000-359.00
ERVIN AND MARGARET WEST
R = 50’
R = 46’
P.T. STA. 10+84.48
STA. 10+00.00 | CONSTRUCTION T.R. 378
STA. 841+27.00 | CONSTRUCTION C.R. 5 =
}
}
| CONSTRUCTION C.R. 5
}
}
N 6° 18’ 47" E
}
}
10
11
P.C. STA. 10+07.29
P.T. STA. 10+84.48
P.I. STA. 836+75.24
837 838 839 840 841 842
P.T. S
TA. 837+98.74
1061.
92
1062.54
1062.71
1062.67
1062.47
1061.
81
1061.
10
1060.45
1060.57
1060.49
1060.61
1060.72
1060.62
1061.
14
1061.
79
1062.43
1062.89
1063.08
1062.92
1062.57
1061.
88
1061.
92
1062.71
1062.47
1061.
10
1060.57
1060.61
1060.62
1061 .
79
1062.89
1062.92
1061.
88
N
ST
A.
84
2+00
TO
ST
A.
84
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP019.d
gn 1/17/2014 10:2
4:3
8
AM c
mt004
220
28
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 842+00 S
EE S
HE
ET 27
MA
TC
H LIN
E S
TA. 847+00 S
EE S
HE
ET 29
842+00 843+00 844+00 845+00 846+00 847+00
1040
1045
1050
1055
1060
1040
1045
1050
1055
1060
10651065
10701070
10751075
| CONSTRUCTION C.R. 5
4.0’
11.0’
11.0’
4.0’
4’ WOVEN WIRE FENCE
GRAPHIC GRADE MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
TO BE RELOCATED BY OTHERS
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #44-21-000-352.00
ERVIN AND MARGARET WEST
PAR. #43-21-000-354.05
JAMES H AND SHERYL M LINNE
}
}
P.T. STA. 10+84.48
842 843 844 845 846 847
1061.
88
1061.
02
1060.43
1060.00
1059.64
1059.35
1059.06
1058.85
1058.72
1058.70
1058.69
1058.70
1058.69
1058.70
1058.55
1058.38
1058.16
1057.88
1057.46
1056.86
1056.23
1061.
88
1060.43
1059.64
1059.06
1058.72
1058.69
1058.69
1058.55
1058.16
1057.46
1056.23
N
ST
A.
84
7+00
TO
ST
A.
852
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP020.d
gn 1/17/2014 10:2
4:3
8
AM c
mt004
220
29
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 847+00 S
EE S
HE
ET 28
MA
TC
H LIN
E S
TA. 852+00 S
EE S
HE
ET 30
847+00 848+00 849+00 850+00 851+00 852+00
1035
1040
1045
1050
1055
1060
1035
1040
1045
1050
1055
1060
10651065
10701070
NO CURVE
‹ = 0° 28’ 33" LT.
P.I. STA. 847+62.68
CURVE DATA - C.R. 5
P.T. STA. 854+03.89
emax. = 0.025
E = 1.93’
L = 297.46’
T = 148.76’
R = 5,729.58’
‹
P.I. STA. 852+55.20
4.0’
11.0’
11.0’
4.0’
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E FE
NC
E
GRAPHIC GRADE
MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
REMOVE
REMOVE
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #43-21-000-354.05
JAMES H AND SHERYL M LINNE
PAR. #44-21-000-353.00
ERVIN AND MARGARET WEST
CURVE DATA - C.R. 5
}
}
| CONSTRUCTION C.R. 5} }
} }
PAR. #44-21-000-352.00
ERVIN AND MARGARET WEST
847 848 849 850 851 852
P.C. S
TA. 851+
06.44
1056.23
1055.60
1054.92
1054.22
1053.47
1052.70
1052.01
1051.
38
1050.86
1050.47
1050.06
1049.57
1049.13
1048.88
1048.65
1048.49
1048.22
1047.99
1047.67
1047.39
1047.36
1056.23
1054.92
1053.47
1052.01
1050.86
1050.06
1049.13
1048.65
1048.22
1047.67
1047.36
N
ST
A.
852
+00
TO
ST
A.
857
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP021.d
gn 1/17/2014 10:2
4:3
9
AM c
mt004
220
30
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 852+00 S
EE S
HE
ET 29
MA
TC
H LIN
E S
TA. 857+00 S
EE S
HE
ET 31
852+00 853+00 854+00 855+00 856+00 857+00
1025
1030
1035
1040
1045
1050
1055
1025
1030
1035
1040
1045
1050
1055
1020 1020
P.C. STA. 851+06.44
emax. = 0.025
E = 1.93’
L = 297.46’
T = 148.76’
R = 5,729.58’
‹
P.I. STA. 852+55.20
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
4.0’
11.0’
11.0’
4.0’
15.0’
90°
90°
+53.75
+56.63
R =
10’R = 10’
R = 6
0’R
= 5
5’
14.0’
CURVE DATA - DRIVE
‹ = 20° 01’ 42" (RT.)
L = 34.96’
R = 100.00’
DRIVE
FIELD
3-R
AIL H
ORS
E F
EN
CE
3-R
AIL H
ORS
E FE
NC
E
4’ WOVEN WIRE FENCEGRAVEL DRIVE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
12" STM.
X" TYPE D
REMOVE
REMOVE
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #44-21-000-353.00
ERVIN AND MARGARET WEST
PAR. #43-21-000-354.04
JAMES H AND SHERYL M LINNE / SURV
}
}}
}
852853 854 855 856 857
P.T. S
TA. 854+03.89
1047.36
1047.18
1047.03
1046.63
1045.82
1044.74
1043.64
1042.65
1041.
65
1040.71
1039.81
1038.81
1037.68
1036.29
1034.93
1033.56
1032.16
1030.69
1029.29
1027.74
1026.40
1047.36
1047.03
1045.82
1043.64
1041.
65
1039.81
1037.68
1034.93
1032.16
1029.29
1026.40
N
ST
A.
857
+00
TO
ST
A.
86
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP022.d
gn 1/17/2014 10:2
4:3
9
AM c
mt004
220
31
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 857+00 S
EE S
HE
ET 30
MA
TC
H LIN
E S
TA. 862+00 S
EE S
HE
ET 32
857+00 858+00 859+00 860+00 861+00 862+00
995
1000
1005
1010
1015
1020
1025
1030
995
1000
1005
1010
1015
1020
1025
1030
P.T. STA. 862+43.12
emax. = 0.068
E = 7.29’
L = 297.89’
T = 149.42’
R = 1,527.89’
‹
P.I. STA. 860+94.64
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
N 78° 48’ 42" E
4.0’
11.0’
11.0’
4.0’
DENSE WOODS
DENSE WOODS
4’ WOVEN WIRE FENCE
4-RAIL HORSE FENCE
4’
WO
VE
N
WIR
E F
EN
CE
4’
WO
VE
N
WIR
E FE
NC
E
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADEMATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
18"
ST
M.
REMOVE
BY OTHERS
TO BE RELOCATED
REMOVE
REMOVE
BY OTHERS
TO BE RELOCATED
18" STM.
REMOVE
SHED
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #44-21-000-353.00
ERVIN AND MARGARET WEST
PAR. #43-21-000-354.04
JAMES H AND SHERYL M LINNE / SURV PAR. #43-21-000-354.01
COOMER AND BETTYE OTIS / SURV
}
}
}
}}
}
}
PAR. #43-16-000-244.01
JANNA R LOAR
MICHAEL C AND
857
858
859860
861
862
P.C. S
TA. 859+45.22
1026.40
1024.80
1023.29
1021.
94
1020.70
1019.58
1018.74
1018.05
1017.49
1017.03
1016.24
1015.25
1014.16
1012.82
1011.40
1009.70
1007.84
1006.06
1004.44
1002.90
1001.
48
1026.40
1023.29
1020.70
1018.74
1017.49
1016.24
1014.16
1011.40
1007.84
1004.44
1001.
48
N
ST
A.
86
2+00
TO
ST
A.
86
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP02
3.d
gn 1/17/2014 10:2
4:4
0
AM c
mt004
220
32
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 862+00 S
EE S
HE
ET 31
MA
TC
H LIN
E S
TA. 867+00 S
EE S
HE
ET 33
862+00 863+00 864+00 865+00 866+00 867+00
970
975
980
985
990
995
1000
1005
970
975
980
985
990
995
1000
1005
P.C. STA. 859+45.22
emax. = 0.068
E = 7.29’
L = 297.89’
T = 149.42’
R = 1,527.89’
‹
P.I. STA. 860+94.64
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 0° 43’ 35" LT.
P.I. STA. 864+71.57
CURVE DATA - C.R. 5
4.0’
4.0’
11.0’
11.0’
11.0’
11.0’
15.5’9.0’
+27.54+83.19
90°6
4°
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
DENSE TREES
REMOVE
GR
AVEL DRIV
E
GRAPHIC GRADE
MATCH EXISTING
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
12" STM.
REMOVE
REMOVE
REMOVE
DO NOT DISTURB
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-354.02
JOHN ROBERT HERN
PAR. #43-16-000-244.01
MICHAEL C AND JANNA R LOAR
4-RAIL HORSE FENCE
R = 2
5’
R = 10’
FENCE
HO
RSE
4-R
AIL
R = 2
5’
ASP
HA
LT D
RIV
E+00
BE
GIN T
AP
ER
}
R = 2
5’
}}
PAR. #43-21-000-354.01
COOMER AND BETTYE OTIS / SURV
862 863 864 865 866 867
P.T. S
TA. 862+43.12
1001.
48
1000.18
998.92
997.64
996.48
995.35
994.17
992.98
991.
66
990.16
988.47
986.75
985.04
983.56
982.09
980.81
979.27
978.46
977.42
976.21
975.44
1001.
48
998.92
996.48
994.17
991.
66
988.47
985.04
982.09
979.27
977.42
975.44
N
ST
A.
86
7+00
TO
ST
A.
872
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP024.d
gn 1/17/2014 10:2
4:4
0
AM c
mt004
220
33
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 867+00 S
EE S
HE
ET 32
MA
TC
H LIN
E S
TA. 872+00 S
EE S
HE
ET 34
867+00 868+00 869+00 870+00 871+00 872+00
960
965
970
975
980
985
990
995
960
965
970
975
980
985
990
995
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 0° 35’ 58" LT.
P.I. STA. 867+30.57
CURVE DATA - C.R. 5
P.T. STA. 873+17.00
emax. = 0.035
E = 1.48’
8.2’
8.2’
S.L.M. 16.44
STA. 868+50.00
RESUME PROJECT
NO. E130 (772)
FEDERAL PROJECT
NO. E130 (772)
FEDERAL PROJECT
S.L.M. 16.43
STA. 867+75.00
SUSPEND PROJECT
+25
BE
GIN S
HO
UL
DE
R T
AP
ER
2.0’
2.0’
4.0’
4.0’
8.1’
8.0’
2.0’
2.0’
EN
D T
AP
ER
BE
GIN T
AP
ER
4.0’
11.0’
11.0’
+25
EN
D T
AP
ER
9.0’
21.0’
10.0’
90°
90°
90°
R = 2
5’
+90.98
+71.63
+77.32
DENSE WOODS
DENSE WOODS
DENSE WOODS
DENSE WOODS
DENSE TREES
DENSE TREES
TREES
DENSE
TREES
DENSE
DENSE TREES
D.N.D.
D.N.D.
REMOVE
REMOVE
GR
AV
EL
DRIV
E
ASP
HA
LT
DRIV
E
4’
WO
VE
N
WIR
E F
EN
CE
GR
AV
EL D
RIV
E
REMOVE
SAW CUT LINE
SAW CUT LINE
SAW CUT LINE
SAW CUT LINE
NO CURVE
‹ = 0.00 %
ELEV. = 973.86
STA. 867+75.00
SUSPEND PROJECT
NO CURVE
‹ = 0.00 %
ELEV. = 972.99
STA. 868+50.00
RESUME PROJECT
GRAPHIC GRADE MATCH EXISTING
GRAPHIC GRADE
MATCH EXIS
TING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X" TYPE D
REMOVE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-354.07
JEFFREY D AND CHREYL A CRITES
PAR. #43-16-000-244.01
MICHAEL C AND JANNA R LOAR
R = 2
0’ R
= 2
5’
+00
EN
D S
HO
UL
DE
R T
AP
ER
P.I. STA. 872+10.89
R = 3,819.72’
R = 2
5’
R = 20’ R = 15’
CURVE DATA - C.R. 5
}
} }
}
} }
}PAR. #43-21-000-354.02
JOHN ROBERT HERN
PAR. #43-21-000-354.06
JEFFREY A AND PENELOPE S BARLETT / SURV
‹
T = 106.16’
L = 212.27’
P.I. STA. 872+10.89
867 868 869 870 871 872
P.C. S
TA. 871+
04.73
975.44
974.59
974.39
973.86
972.99
972.88
973.05
973.38
973.81
974.38
975.28
976.52
977.62
979.44
981.
36
983.21
985.04
986.88
989.09
975.44
974.39
973.87
972.99
973.05
973.81
975.28
977.62
981.
36
985.04
989.09
N
ST
A.
872
+00
TO
ST
A.
877
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP025.d
gn 1/17/2014 10:2
4:4
0
AM c
mt004
220
34
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 872+00 S
EE S
HE
ET 33
MA
TC
H LIN
E S
TA. 877+00 S
EE S
HE
ET 35
872+00 873+00 874+00 875+00 876+00 877+00
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
T = 106.16’
R = 3,819.72’
‹
P.I. STA. 872+10.89
P.T. STA. 877+82.90
emax. = 0.080
E = 19.87’
L = 386.31’
T = 195.83’
‹
P.I. STA. 875+92.42
CURVE DATA - C.R. 5
R = 954.93’
4.0’
4.0’
11.0’
11.0’
12.0’
90°
+45.87
R = 25’
DENSE WOODS
DENSE WOODS
4’ WOVEN WIRE FENCE
GR
AV
EL D
RIV
E
SAW CUT LINE
SAW CUT LINE
200’ V.C.
K = 52.9 (NDC = 114), SSD = 386’ (NDC = 495’)
P.V.I. STA. 874+50.00, ELEV. = 1008.83
+8.01
%+4.23
%
EL
EV. = 10
00.82
ST
A. 876+50.00
EN
D
GR
AP
HIC
GR
AD
E
200’ V.C.
K = 93.4 (NDC = 114), SSD = 604’
P.V.I. STA. 877+00.00, ELEV. = 1019.41
+4.23 %
+4.23 %
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
REMOVE
X" TYPE D
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-21-000-354.08
GEORGE E AND CAROL L CARMEN
PAR. #43-16-000-244.06
SHAWN AND SHANDA GAINES
PAR. #43-16-000-244.01
MICHAEL C AND JANNA R LOAR
L = 212.27’
E = 1.48’
emax. = 0.035
P.C. STA. 871+04.73
| CONSTRUCTION C.R. 5
+50
BE
GIN F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
R =
25’
4’ WOVEN WIRE FENCE
PAR. #43-21-000-354.07
JEFFREY D AND CHREYL A CRITES
CURVE DATA - C.R. 5
}
}
}
}
}
}
}
}
}
}
PAR. #43-16-000-244.05
SHANDA GAINES
SHAWN AND
L = 386.31’E = 19.87’
872
873
874875
876
877
P.C. S
TA. 873+96.59
P.T. S
TA. 873+17.00
1000.82
1002.76
1004.59
1006.30
1007.89
1009.36
1010.71
1011.94
1013.06
1014.12
1015.18
1016.20
1017.16
1018.05
1018.87
989.09
991.
48
993.61
995.31
997.03
998.88
989.09
993.61
997.03
1000.82
1004.47
1008.16
1011.29
1013.41
1015.01
1016.48
1017.64
N
ST
A.
877
+00
TO
ST
A.
88
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP026.d
gn 1/17/2014 10:2
4:4
1
AM c
mt004
220
35
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 877+00 S
EE S
HE
ET 34
MA
TC
H LIN
E S
TA. 882+00 S
EE S
HE
ET 36
877+00 878+00 879+00 880+00 881+00 882+00
1005
1010
1015
1020
1025
1030
1035
1040
1005
1010
1015
1020
1025
1030
1035
1040
P.C. STA. 873+96.59
emax. = 0.080
E = 19.87’
L = 386.31’
T = 195.83’
‹
P.I. STA. 875+92.42
CURVE DATA - C.R. 5
P.T. STA. 884+11.01
L = 255.72’
T = 128.20’
‹
P.I. STA. 882+83.49
R = 1,432.39’
4.0’
4.0’
11.0’
11.0’
9.5’
+07.05
90°
WOODS
DENSE
4’
WO
VE
N
WIR
E F
EN
CE
4’ WOVEN WIRE FENCE
200’ V.C.
+2.09 %
EL
EV. = 10
21.
50
ST
A. 878+00.00
BE
GIN
GR
AP
HIC
GR
AD
E
K = 93.4 (NDC = 114), SSD = 604’
P.V.I. STA. 877+00.00, ELEV. = 1019.41
GRAPHIC GRADE
GRAPHIC GRADE
SAW CUT LINE
SAW CUT LINE
REMOVE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X" X"
X"
X"
X" TYPE A
18"
ST
M.
REMOVEREMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #43-16-000-244.06
SCOTT AND HILARI GAINES
PAR. #43-16-000-244.09
SCOTT AND HILARI GAINES
PAR. #43-21-000-354.08
GEORGE E AND CAROL L CARMEN
PAR. #43-21-000-354.09
CASANDRA L ADKINS
SHAWN L AND
PAR. #43-16-000-244.10
SCOTT AND HILARY GAINES
+00
EN
D F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
| CONSTRUCTION C.R. 5
4’ WOVEN WIRE FENCE
GR
AV
EL
DRIV
E
emax. = 0.071
E = 5.73’
R = 2
0’ R
= 2
0’
R = 954.93’
CURVE DATA - C.R. 5
}
}
}
}}
} }}
877878 879 880 881 882
P.C. S
TA. 881+
55.29
P.T. S
TA. 877+82.90
1018.87
1019.63
1020.32
1020.94
1021.
50
1021.
70
1021.
51
1021.
04
1020.58
1020.33
1020.38
1020.77
1021.
62
1022.80
1024.01
1024.93
1025.43
1025.61
1025.50
1025.18
1024.68
1017.64
1019.68
1021.
50
1021.
51
1020.58
1020.38
1021.
62
1024.01
1025.43
1025.50
1024.68
N
ST
A.
88
2+00
TO
ST
A.
88
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP027.d
gn 1/17/2014 10:2
4:4
1
AM c
mt004
220
36
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 882+00 S
EE S
HE
ET 35
MA
TC
H LIN
E S
TA. 887+00 S
EE S
HE
ET 37
882+00 883+00 884+00 885+00 886+00 887+00
1005
1010
1015
1020
1025
1030
1040
1035
1005
1010
1015
1020
1025
1030
1040
1035
emax. = 0.071
E = 5.73’
L = 255.72’
T = 128.20’
‹
R = 1,432.39’
| CONSTRUCTION C.R. 5
4.0’
4.0’
11.0’
11.0’70°
90°
+39.45
+15.35
10.0’
10.0’
R = 15’
DENSE WOODS
DENSE WOODS
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E F
EN
CE
GR
AV
EL D
RIV
E
4’
BA
RB
ED
WIR
E F
EN
CE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
REMOVE
X" TYPE A
X" TYPE D
12" STM. 12" STM.
24" ST
M.
18" STM.
REMOVE
REMOVE
REMOVE REMOVE
X"
NOTES
PAR. #28-21-000-211.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
4’ BARBED WIRE FENCE
GR
AV
EL
DRIV
E
R =
15’
P.I. STA. 882+83.49
CURVE DATA - C.R. 5
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.P.C. STA. 881+55.29
}
}
}
}
}} } } }
}
} }}
}
R = 15’
R = 15’
PAR. #43-21-000-354.10
SHAWN AND CASANDRA L ADKINS / SURVPAR. #43-21-000-354.09
SHAWN L AND CASANDRA L ADKINS
PAR. #43-16-000-244.08
SCOTT AND HILARI GAINES
P.I. STA. 8
82+83.49
882
883 884885
886887
P.C. S
TA. 886+85.71
P.T. S
TA. 884+11.
01
1024.68
1024.08
1023.40
1023.08
1022.89
1022.70
1022.55
1022.65
1023.06
1023.63
1024.08
1024.71
1025.64
1026.58
1027.23
1027.65
1028.07
1028.53
1029.01
1029.50
1029.94
1024.68
1023.40
1022.89
1022.55
1023.06
1024.08
1025.64
1027.23
1028.07
1029.01
1029.94
N
ST
A.
88
7+00
TO
ST
A.
89
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP028.d
gn 1/17/2014
10:2
4:4
2
AM c
mt004
220
37
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 887+00 S
EE S
HE
ET 36
MA
TC
H LIN
E S
TA. 892+00 S
EE S
HE
ET 38
887+00 888+00 889+00 890+00 891+00 892+00
1025
1030
1035
1040
1045
1050
1025
1030
1035
1040
1045
1050
1020
1015
1020
1015
P.C. STA. 886+85.71
emax. = 0.075
E = 5.67’
L = 239.85’
T = 120.28’
‹
P.I. STA. 888+05.99
CURVE DATA - C.R. 5
R = 1,273.24’
| CONSTRUCTION C.R. 5
4.0’
4.0’
11.0’
11.0’
90°
90°
+38.06
+32.97
10.0’12.0’
R =
15’ R = 15’
R = 2
0’
R = 2
0’
DENSE WOODS
4’ BARBED WIRE FENCE
GR
AV
EL
DRIV
E
GR
AV
EL
DRIV
E
PLASTIC FENCE
3-RAIL
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X" X"
X"X" X"
18"
ST
M.
REMOVEREMOVE
X" TYPE D
X" TYPE D
D.N.D.
12" STM.
REMOVE
15" STM.
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #28-21-000-211.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
}}
}
}
} }
}}
}
}
}
}
PAR. #43-21-000-354.10
CASANDRA L ADKINS / SURV
SHAWN AND
PAR. #28-21-000-172.02
CANDY L AND RAY P LANHAM / SURV
PAR. #28-21-000-172.01
CYNTHIA J KANIPE / SURV
GEORGE J ILLIG AND
PAR. #43-21-000-354.11
RAY P LANHAM / SURV
CANDY L AND
P.I.
STA. 8
88+0
5.99
887
888889
890891
892
P.C. S
TA. 886+85.71
P.T. S
TA. 889+25.56
1029.94
1030.23
1030.33
1030.77
1031.
65
1032.22
1032.68
1032.92
1033.35
1033.60
1034.04
1034.62
1035.32
1036.17
1037.12
1038.15
1038.91
1039.65
1040.33
1040.77
1041.
60
1029.94
1030.33
1031.
65
1032.68
1033.35
1034.04
1035.32
1037.12
1038.91
1040.33
1041.
60
N
ST
A.
89
2+00
TO
ST
A.
89
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP029.d
gn 1/17/2014 10:2
4:4
2
AM c
mt004
220
38
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 892+00 S
EE S
HE
ET 37
MA
TC
H LIN
E S
TA. 897+00 S
EE S
HE
ET 39
892+00 893+00 894+00 895+00 896+00 897+00
1035
1040
1045
1050
1055
1060
1035
1040
1045
1050
1055
1060
1065 1065
1070 1070
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 0° 13’ 27" LT.
P.I. STA. 893+13.05
CURVE DATA - C.R. 5
NO CURVE
‹ = 0° 28’ 43" LT.
P.I. STA. 895+37.96
CURVE DATA - C.R. 5
4.0’
4.0’
11.0’
11.0’
+72.50
10.0’
90°
R =
15’ R = 15’
GR
AV
EL
DRIV
E
4’ BARBED WIRE FENCE
POND
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
X" TYPE D
12" STM.
REMOVE
TO BE RELOCATED BY OTHERS
BY OTHERS
TO BE RELOCATED
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #28-21-000-211.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
4’ WOVEN WIRE FENCE
PAR. #28-21-000-172.03
BRIAN J ROADES / TOD
PAR. #28-21-000-172.04
JAMES A AND DINAH T PHILLIPS
} }
}
} }
892 893 894 895 896 897
1041.
60
1042.67
1043.66
1044.88
1046.13
1047.67
1049.22
1050.80
1052.26
1053.68
1055.01
1056.28
1057.75
1059.15
1060.47
1061.
70
1062.71
1063.70
1064.74
1065.70
1066.42
1041.
60
1043.66
1046.13
1049.22
1052.26
1055.01
1057.75
1060.47
1062.71
1064.74
1066.42
N
ST
A.
89
7+00
TO
ST
A.
902
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP030.d
gn 1/17/2014 10:2
4:4
2
AM c
mt004
220
39
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 897+00 S
EE S
HE
ET 38
MA
TC
H LIN
E S
TA. 902+00 S
EE S
HE
ET 40
897+00 898+00 899+00 900+00 901+00 902+00
1055
1060
1065
1070
1075
1080
1085
1090
1055
1060
1065
1070
1075
1080
1085
1090
P.I. STA. 10+54.81
‹
R = 520.87’
T = 30.71’
L = 61.34’
E = 0.90’
P.C. STA. 10+24.10
P.T. STA. 10+85.45
CURVE DATA - T.R. 264
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 1° 01’ 49" LT.
P.I. STA. 899+55.23
CURVE DATA - C.R. 5
STA. 10+00.00 | CONSTRUCTION T.R. 264
STA. 899+50.00 | CONSTRUCTION C.R. 5 =
90°
4.0’
4.0’
11.0’
11.0’
90°
+72.23
15.0’
R = 10’R = 1
0’
8.3’
| C
ON
ST
R. T.R. 264
6.8’
R = 3
5’
R = 35’
2.0’2.0’
R =
31’R = 31’
DENSE TREES
DRIVE
FIELD
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E F
EN
CE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
X" TYPE A
12" STM.
REMOVE
X" TYPE D
BY OTHERS
TO BE RELOCATED
REMOVE
NOTES
3. FOR INTERSECTION DETAILS SEE SHEET XX.
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
ST
A. 10
+48.23
EN
D
WO
RK
PAR. #28-21-000-211.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
4’ WOVEN WIRE FENCE
PAR. #28-21-000-172.04
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-209.00
JAMES A AND DINAH T PHILLIPS
}
}
}
}
}
10
11
P.C. STA. 10+24.10
P.T. STA. 10+85.45
897 898 899 900 901 902
1066.42
1066.97
1067.57
1068.16
1068.87
1069.58
1070.36
1071.
22
1072.14
1073.17
1074.29
1075.21
1076.10
1077.12
1078.21
1079.27
1080.44
1081.
61
1082.84
1084.11
1085.50
1066.42
1067.57
1068.87
1070.36
1072.14
1074.29
1076.10
1078.21
1080.44
1082.84
1085.50
N
ST
A.
902
+00
TO
ST
A.
907
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP031.d
gn 1/17/2014 10:2
4:4
3
AM c
mt004
220
40
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 902+00 S
EE S
HE
ET 39
MA
TC
H LIN
E S
TA. 907+00 S
EE S
HE
ET 41
902+00 903+00 904+00 905+00 906+00 907+00
1070
1075
1080
1085
1090
1095
1100
1105
1070
1075
1080
1085
1090
1095
1100
1105
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 0° 44’ 21" RT.
P.I. STA. 903+72.62
CURVE DATA - C.R. 5
4.0’
4.0’
11.0’
11.0’
DENSE TREES
4’ WOVEN WIRE FENCE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITSBY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
REMOVE
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #28-21-000-211.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
PAR. #28-21-000-209.00
JAMES A AND DINAH T PHILLIPS
}902 903 904 905 906 907
1085.50
1086.89
1088.04
1088.96
1089.91
1090.89
1091.
81
1092.40
1092.69
1092.67
1092.47
1092.20
1091 .
98
1091.
88
1091.
94
1091.
95
1091.
89
1091.
82
1091.
75
1091.
64
1091.
53
1085.50
1088.04
1089.91
1091.
81
1092.69
1092.47
1091.
98
1091.
94
1091.
89
1091.
75
1091.
53
N
ST
A.
907
+00
TO
ST
A.
912
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP032.d
gn 1/17/2014 10:2
4:4
3
AM c
mt004
220
41
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 907+00 S
EE S
HE
ET 40
MA
TC
H LIN
E S
TA. 912
+00 S
EE S
HE
ET 42
907+00 908+00 909+00 910+00 911+00 912+00
1070
1075
1080
1085
1090
1095
1100
1105
1070
1075
1080
1085
1090
1095
1100
1105
| CONSTRUCTION C.R. 5 S 69° 33’ 47" E
S 67° 17’ 38" E
P.I. STA. 908+94.83
‹
R = 5,729.58’
T = 113.48’
L = 226.92’
E = 1.12’
CURVE DATA - C.R. 5
emax. = 0.025
4.0’
4.0’
11.0’
11.0’
8.5’
14.0’
25.0’
77°
90°
90°
R = 15’ R = 15’
R = 15’R
= 15’
R = 50’
R =
15’
+86.28
+30.17
+47.98
RESIDENTIAL
TWO-STORY
DRIVE
GRAVEL
DRIVE
GRAVELBARN
DRIVE
FIELD
4’ WOVEN WIRE FENCE
CL
OT
H F
EN
CE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"
X" X"X"
X" TYPE D X" TYPE D
TO BE RELOCATED BY OTHERS
REMOVE
REMOVE
TO BE RELOCATED BY OTHERS
X" TYPE D
BY OTHERS
TO BE RELOCATED
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #28-21-000-214.00
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-215.00
JAMES A AND DINAH T PHILLIPS
4’ BARBED WIRE FENCE4’ BARBED WIRE FENCE
4’ WOVEN WIRE FENCE
}
}
}
PAR. #28-21-000-211.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
PAR. #28-21-000-209.00
JAMES A AND DINAH T PHILLIPS PAR. #28-21-000-206.02
JAMES A AND DINAH T PHILLIPS
} } }
E = 1.12’
907908 909 910 911 912
P.C. S
TA. 907+81.
36
P.T. S
TA. 910
+08.28
1091.
53
1091.
41
1091.
23
1091.
07
1090.96
1090.77
1090.55
1090.41
1090.16
1089.91
1089.57
1089.13
1088.59
1088.05
1087.56
1087.02
1086.30
1085.50
1084.69
1083.75
1082.83
1091.
53
1091.
23
1090.96
1090.55
1090.16
1089.57
1088.59
1087.56
1086.30
1084.69
1082.83
N
ST
A.
912
+00
TO
ST
A.
917
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP033.d
gn 1/17/2014 10:2
4:4
4
AM c
mt004
220
42
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 912
+00 S
EE S
HE
ET 41
MA
TC
H LIN
E S
TA. 917
+00 S
EE S
HE
ET 43
912+00 913+00 914+00 915+00 916+00 917+00
1055
1060
1065
1070
1075
1080
1085
1090
1055
1060
1065
1070
1075
1080
1085
1090
| CONSTRUCTION C.R. 5
4.0’
4.0’
11.0’
11.0’
4’ BARBED WIRE FENCE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
REMOVE
BY OTHERS
TO BE RELOCATED
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #28-21-000-215.00
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-206.02
JAMES A AND DINAH T PHILLIPS
}}
912 913 914 915 916 917
1082.83
1082.01
1081.
19
1080.33
1079.52
1078.78
1078.08
1077.35
1076.74
1076.23
1075.71
1075.02
1074.23
1073.45
1072.66
1071.
88
1071.
17
1070.42
1069.65
1068.91
1068.25
1082.83
1081.
19
1079.52
1078.08
1076.74
1075.71
1074.23
1072.66
1071.
17
1069.65
1068.25
N
ST
A.
917
+00
TO
ST
A.
922
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP03
4.d
gn 1/17/2014 10:2
4:4
4
AM c
mt004
220
43
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 917
+00 S
EE S
HE
ET 42
MA
TC
H LIN
E S
TA. 922+00 S
EE S
HE
ET 44
917+00 918+00 919+00 920+00 921+00 922+00
1045
1050
1055
1060
1065
1070
1075
1080
1045
1050
1055
1060
1065
1070
1075
1080
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 0° 22’ 46" RT.
P.I. STA. 919+14.25
CURVE DATA - C.R. 5
4.0’
4.0’
11.0’
11.0’
10.5’
13.5’
90°
90°
R = 15’R =
15’
+29.64 +58.01
R =
13’ R = 13’
BARN
BARN
DRIVE
GRAVEL
WIR
E F
EN
CE
4’
WO
VE
N
DRIVE
GRAVEL
4’ BARBED WIRE FENCESAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
X" TYPE D
BY OTHERS
TO BE RELOCATED
X" TYPE D
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #28-21-000-215.00
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-206.02
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-206.00
ESTHER L SIDERS
}}
}
917 918 919 920 921 922
1068.25
1067.61
1067.04
1066.50
1066.01
1065.59
1065.17
1064.77
1064.38
1063.96
1063.53
1063.08
1062.74
1062.49
1062.28
1061.
95
1061.
76
1061.
61
1061.
57
1061.
47
1061.
27
1068.25
1067.04
1066.01
1065.17
1064.38
1063.53
1062.74
1062.28
1061.
76
1061.
57
1061.
27
N
ST
A.
922
+00
TO
ST
A.
927
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP035.d
gn 1/17/2014 10:2
4:4
4
AM c
mt004
220
44
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 922+00 S
EE S
HE
ET 43
MA
TC
H LIN
E S
TA. 927+00 S
EE S
HE
ET 45
922+00 923+00 924+00 925+00 926+00 927+00
1045
1050
1055
1060
1065
1070
1075
1080
1045
1050
1055
1060
1065
1070
1075
1080
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 0° 08’ 22" LT.
P.I. STA. 923+88.58
CURVE DATA - C.R. 5
S 69° 11’ 01" E S 69° 19’ 23" E
4.0’
4.0’
11.0’
11.0’
BARN
GRAVEL DRIVE
4’ BARBED WIRE FENCE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
BY OTHERS
TO BE RELOCATED
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #28-21-000-215.00
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-206.00
ESTHER L SIDERS
PAR. #28-21-000-206.03
JAMES A AND DINAH T PHILLIPS / SURV
PAR. #28-21-000-206.04
JAMES A AND DINAT PHILLIPS / SURV
} } }
}
}
TO BE RELOCATED BY OTHERS
922 923 924 925 926 927
1061.
27
1061.
19
1061.
09
1060.96
1060.84
1060.81
1060.96
1060.87
1060.82
1060.81
1061.
07
1061.
12
1061.
34
1061.
67
1061.
93
1062.14
1062.38
1062.61
1062.88
1063.20
1063.51
1061.
27
1061.
09
1060.84
1060.96
1060.82
1061.
07
1061.
34
1061.
93
1062.38
1062.88
1063.51
N
ST
A.
927
+00
TO
ST
A.
932
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP036.d
gn 1/17/2014 10:2
4:4
5
AM c
mt004
220
45
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 927+00 S
EE S
HE
ET 44
MA
TC
H LIN
E S
TA. 932+00 S
EE S
HE
ET 46
927+00 928+00 929+00 930+00 931+00 932+00
1050
1055
1060
1065
1070
1075
1080
1085
1050
1055
1060
1065
1070
1075
1080
1085
| CONSTRUCTION C.R. 5
4.0’
4.0’
11.0’
11.0’
9.5’
10.0’
78°
90°
+48.40
+14.04
R = 15’R =
15’
R = 10’R
= 10
’
4’ BARBED WIRE FENCE
4’
BA
RB
ED
WIR
E F
EN
CE
4’ BARBED WIRE FENCE
GR
AV
EL D
RIV
E
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE REMOVEX" TYPE D
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
X" TYPE D
REMOVE
10" STM.
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #28-21-000-215.00
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-216.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
}
PAR. #28-21-000-206.04
DINAT PHILLIPS / SURV
JAMES A AND
PAR. #28-21-000-206.01
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-206.05
DINAH T PHILLIPS
JAMES A AND
PAR. #28-21-000-205.00
DINAH PHILLIPS
JAMES A AND
}
}
}
} } } }
927 928 929 930 931 932
1063.51
1063.81
1064.09
1064.37
1064.67
1065.01
1065.32
1065.58
1065.84
1066.13
1066.41
1066.68
1066.95
1067.20
1067.49
1067.87
1068.23
1068.52
1068.90
1069.40
1069.88
1063.51
1064.09
1064.67
1065.32
1065.84
1066.41
1066.95
1067.49
1068.23
1068.90
1069.88
N
ST
A.
932
+00
TO
ST
A.
937
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP037.d
gn 1/17/2014 10:2
4:4
5
AM c
mt004
220
46
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 932+00 S
EE S
HE
ET 45
MA
TC
H LIN
E S
TA. 937+00 S
EE S
HE
ET 47
932+00 933+00 934+00 935+00 936+00 937+00
1050
1055
1060
1065
1070
1075
1080
1085
1050
1055
1060
1065
1070
1075
1080
1085
| CONSTRUCTION C.R. 5
S 69° 19’ 23" E
P.I. STA. 935+37.73
‹
R = 954.93’
T = 104.54’
L = 208.25’
E = 5.70’
CURVE DATA - C.R. 5
4.0’
4.0’
11.0’
11.0’
4’ BARBED WIRE FENCE
S 56° 49’ 42" E
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADEMATCH EXISTING
SEE SHEET 47
FOR DETAILS
-4.50 %
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
TO BE RELOCATED BY OTHERS
BY OTHERS
TO BE RELOCATED
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #28-21-000-216.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
emax. = 0.080
}
BY OTHERS
TO BE RELOCATED
+35.08
IM
PR
OV
EM
EN
T P
ROJE
CT
LIMIT
S
OF
HIG-
CR5
H-IN
TE
RS
EC
TIO
N
BE
GIN F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
EL
EV. = 10
69.43
ST
A. 936+35.10
IM
PR
OV
EM
EN
T P
ROJE
CT
HIG-
CR5
H-IN
TE
RS
EC
TIO
N
MA
TC
H P
RO
FIL
E
OF
EN
D
GR
AP
HIC
GR
AD
E
SEE HIG-CR5H-INTERSECTION IMPROVEMENT PROJECT
WORK TO BE COMPLETED PRIOR TO CONSTRUCTION,PAR. #28-21-000-205.00
JAMES A AND DINAH PHILLIPSPAR. #28-21-000-205.02
DINAH T PHILLIPS
JAMES A AND
}}
}
}
}
}
E =
5.70’
932
933
934
935
936
937
P.C. S
TA. 934+33.19
P.T. S
TA. 936+41.
44
1068.76
1067.66
1066.61
1069.88
1070.22
1070.54
1070.80
1071.
09
1071.
16
1071.
45
1071.
68
1072.00
1072.31
1072.64
1073.01
1073.30
1073.21
1072.65
1071.
79
1070.86
1069.89
1069.88
1070.54
1071.
09
1071.
45
1072.00
1072.64
1073.30
1072.65
1070.86
1068.62
1065.23
N
ST
A.
937
+00
TO
ST
A.
94
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP038.d
gn 1/17/2014 10:2
4:4
6
AM c
mt004
220
47
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 937+00 S
EE S
HE
ET 46
937+00 938+00 939+00 940+00 941+00 942+00
1035
1040
1045
1050
1055
1060
1035
1040
1045
1050
1055
1060
1065
1070
1065
1070
| CONSTRUCTION C.R. 5
4.0’
4.0’
11.0’
11.0’
4’ BARBED WIRE FENCE
HIG-CR5H-INTERSECTION IMPROVEMENT PROJECT
WORK TO BE COMPLETED PRIOR TO CONSTRUCTION, SEE
NO. E130 (772)
FEDERAL PROJECT
S.L.M. 17.76
STA. 937+50.00
SUSPEND PROJECT
S 56° 49’ 42" E
624’ V.C.
-4.50 % +0.92 %
K = 115, SSD = 496’
P.V.I. STA. 939+64.21, ELEV. = 1054.62
HIG-CR5H-INTERSECTION IMPROVEMENT PROJECT
WORK TO BE COMPLETED PRIOR TO CONSTRUCTION, SEE
MATCH CURVE
‹ = 0.00%
ELEV. = 1064.68
STA. 937+50.00
SUSPEND PROJECT
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
24"
ST
M.
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #28-21-000-217.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
PAR. #28-21-000-205.02
JAMES A AND DINAH T PHILLIPS
PAR. #28-21-000-205.03
MELANIE PHILLIPS
}
}
}
}
}
}}
}
}
937 938 939 940 941 942
1066.61
1065.61
1064.68
1063.79
1062.96
1062.18
1061.
46
1060.79
1060.18
1059.62
1059.11
1058.66
1058.27
1057.92
1057.64
1057.40
1057.23
1057.10
1057.03
1057.01
1057.05
1065.23
1061.
43
1057.81
1054.85
1052.67
1050.82
1049.39
1048.56
1046.88
1044.97
1044.56
N
ST
A.
952
+00
TO
ST
A.
957
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP039.d
gn 1/17/2014 10:2
4:4
6
AM c
mt004
220
48
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 957+00 S
EE S
HE
ET 49
952+00 953+00 954+00 955+00 956+00 957+00
1025
1030
1035
1040
1045
1050
1055
1025
1030
1035
1040
1045
1050
1055
1020 1020
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 1° 50’ 44" LT.
P.I. STA. 956+77.87
CURVE DATA - C.R. 5
4.0’
4.0’
11.0’
11.0’
4’ WOVEN WIRE FENCE
S 56° 49’ 42" E
HIG-CR5H-INTERSECTION IMPROVEMENT PROJECT
WORK TO BE COMPLETED PRIOR TO CONSTRUCTION, SEE
S.L.M. 18.10
STA. 955+50.00
RESUME PROJECT
NO. E130 (772)
FEDERAL PROJECT
HIG-CR5H-INTERSECTION IMPROVEMENT PROJECT
WORK TO BE COMPLETED PRIOR TO CONSTRUCTION, SEE
NO CURVE
‹ = 0.00 %
ELEV. = 1036.94
STA. 955+50.00
RESUME PROJECT
-4.21 %
EL
EV. = 10
31.
35
ST
A. 956+75.00
BE
GIN
GR
AP
HIC
GR
AD
E
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #28-21-000-217.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
18"
ST
M.
+71.
51
IM
PR
OV
EM
EN
T P
ROJE
CT
LI
MIT
S
OF
HIG-
CR5
H-IN
TE
RS
EC
TIO
N
EL
EV. = 10
31.
52
ST
A. 956+71.
51
IM
PR
OV
EM
EN
T P
ROJE
CT
HIG-
CR5
H-IN
TE
RS
EC
TIO
N
MA
TC
H P
RO
FIL
E
OF
+75
EN
D F
UL
L
DEP
TH P
AV
EM
EN
T
PAR. #28-21-000-205.01
JAMES A AND DINAH T PHILLIPS / SURV
}
}
}
952 953 954 955 956 957
1052.59
1051.
64
1050.63
1049.58
1048.52
1047.47
1046.42
1045.36
1044.31
1043.26
1042.20
1041.
15
1040.10
1039.05
1037.99
1036.94
1035.89
1034.83
1033.78
1032.73
1031.
36
1030.14
1047.94
1044.88
1043.02
1042.40
1041.
19
1038.89
1036.91
1035.46
1033.93
1032.33
1030.14
N
ST
A.
957
+00
TO
ST
A.
96
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
0.d
gn 1/17/2014 10:2
4:4
7
AM c
mt004
220
49
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 957+00 S
EE S
HE
ET 48
MA
TC
H LIN
E S
TA. 962+00 S
EE S
HE
ET 50
957+00 958+00 959+00 960+00 961+00 962+00
1000
1005
1010
1015
1020
1025
1030
1035
1000
1005
1010
1015
1020
1025
1030
1035
P.I. STA. 959+79.26
‹
R = 2,546.48’
T = 206.23’
L = 411.56’
E = 8.34’
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
emax. = 0.049
4.0’
4.0’
11.0’
11.0’
10.5’
R = 20’ R =
20’
90°
CURVE DATA - DRIVE
R = 50.00’
‹ = 27° 56’ 27" (LT.)
L = 24.38’
+05.63
TREES
DENSE
TREES
DENSE
TREES
DENSE
4’ WOVEN WIRE FENCE
GR
AV
EL D
RIV
E
RESIDENTIAL
TWO-STORY
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"
X"
X"
X"
X"
D.N.D.
BY OTHERS
TO BE RELOCATED
REMOVE
BY OTHERS
TO BE RELOCATED
18" STM.
24"
ST
M.
3" ST
M.
REMOVE
REMOVE
X" TYPE D
BY OTHERS
TO BE RELOCATED
REMOVE
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #28-21-000-217.00
MARTHA AND RAYMOND PHILLIPS / TRUSTEES
PAR. #28-21-000-219.00
RONALD P AND DIANE L GARNEAU
PAR. #28-21-000-205.01
JAMES A AND DINAH T PHILLIPS / SURV
}
}
}
}}
}
P.I. S
TA. 9
59+7
9.26
957
958
959 960961
962
P.C. S
TA. 957+73.03
P.T. S
TA. 961+
84.59
1030.14
1029.00
1027.72
1025.96
1023.97
1021.
99
1020.26
1018.88
1017.80
1016.93
1016.15
1015.51
1014.77
1014.23
1013.76
1013.22
1012.66
1011.78
1010.56
1009.37
1008.07
1030.14
1027.72
1023.97
1020.26
1017.80
1016.15
1014.77
1013.76
1012.66
1010.56
1008.07
N
ST
A.
96
2+00
TO
ST
A.
96
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
1.d
gn 1/17/2014 10:2
4:4
7
AM c
mt004
220
50
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 962+00 S
EE S
HE
ET 49
MA
TC
H LIN
E S
TA. 967+00 S
EE S
HE
ET 51
962+00 963+00 964+00 965+00 966+00 967+00
980
985
990
995
1000
1005
1010
1015
980
985
990
995
1000
1005
1010
1015
NO CURVE
‹ = 0° 18’ 05" RT.
P.I. STA. 964+71.09
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5 S 49° 06’ 45" E
4.0’
4.0’
11.0’
11.0’
DENSE WOODS
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E FE
NCE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
REMOVEREMOVE
X" TYPE A
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #28-21-000-219.00
RONALD P AND DIANE L GARNEAU
}PAR. #28-21-000-205.01
JAMES A AND DINAH T PHILLIPS / SURV
}
P.I.
STA. 10
+31.76
962 963 964 965 966 967
P.T. S
TA. 961+
84.59
1008.07
1006.97
1005.99
1004.92
1003.84
1003.27
1002.49
1001.
95
1001.
30
1000.78
1000.25
999.84
999.47
999.10
998.68
998.34
998.03
997.71
997.53
997.22
997.10
1008.07
1005.99
1003.84
1002.49
1001.
30
1000.25
999.47
998.68
998.03
997.53
997.10
N
ST
A.
96
7+00
TO
ST
A.
972
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
2.d
gn 1/17/2014 10:2
4:4
7
AM c
mt004
220
51
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 967+00 S
EE S
HE
ET 50
MA
TC
H LIN
E S
TA. 972+00 S
EE S
HE
ET 52
967+00 968+00 969+00 970+00 971+00 972+00
985
990
995
1000
1005
1010
1015
1020
985
990
995
1000
1005
1010
1015
1020
P.I. STA. 10+31.76
R = 229.18’
T = 30.52’
L = 60.69’
E = 2.02’
| CONSTRUCTION C.R. 5
CURVE DATA - T.R. 263
STA. 10+00.00 | CONSTRUCTION T.R. 263
STA. 967+34.48 | CONSTRUCTION C.R. 5 =
75°
4.0’
4.0’
11.0’
11.0’
| C
ONST
R.
T.R. 263
5.5’
5.7’
2.0’
2.0’
R = 50’
R = 46’
R =
35’
R = 31’
DENSE WOODS
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E FE
NCE
4’ WOVEN WIRE FENCE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"
X"
X"
X"
18" STM.
24"
ST
M.
X" TYPE A
REMOVE
REMOVE
REMOVE
REMOVE
BY OTHERS
TO BE RELOCATED
NOTES
2. FOR INTERSECTION DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
ST
A.
10+71.49
EN
D
WO
RK
PAR. #28-21-300-003.00
NELSON R AND IRENE MILLER / SURV
PAR. #28-21-000-219.00
DIANE L GARNEAU
RONALD P AND
PAR. #28-21-000-198.00
CHRISTOPHER CONRARDY
N 55° 53’ 15" E
}
}
}
} }
P.I.
STA. 10
+31.76
10
11
P.C. STA. 10+01.24
P.T. STA. 10+61.93
967 968 969 970 971 972
997.10
997.03
997.34
997.73
998.32
998.79
999.42
1000.34
1001.
24
1002.16
1003.18
1004.20
1005.33
1006.49
1007.78
1008.58
1009.09
1009.18
1008.97
1008.58
1008.40
997.10
997.34
998.32
999.42
1001.
24
1003.18
1005.33
1007.78
1009.09
1008.97
1008.40
N
ST
A.
972
+00
TO
ST
A.
977
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
3.d
gn 1/17/2014 10:2
4:4
8
AM c
mt004
220
52
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 972+00 S
EE S
HE
ET 51
MA
TC
H LIN
E S
TA. 977+00 S
EE S
HE
ET 53
972+00 973+00 974+00 975+00 976+00 977+00
990
995
1000
1005
1010
1015
1020
1025
990
995
1000
1005
1010
1015
1020
1025
| CONSTRUCTION C.R. 5
NO CURVE
‹ = 0° 21’ 56" RT.
P.I. STA. 973+46.22
CURVE DATA - C.R. 5
P.I. STA. 977+34.69
‹
R = 954.93’
T = 204.07’
L = 402.09’
E = 21.56’
CURVE DATA - C.R. 5
emax. = 0.080
P.T. STA. 979+32.71
S 49° 06’ 45" E
4.0’
4.0’
11.0’
11.0’
12.0’
10.0’
R = 2
5’
R = 25’
R = 25’
R = 20’
83°
63°75’
+26.89
+39.24
DENSE TREES
DENSE TREES
4’
WO
VE
N
WIR
E F
EN
CE
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E F
EN
CE
GR
AV
EL
DRIV
E
4’
WO
VE
N
WIR
E F
EN
CE
4’ WOVEN WIRE FENCE
GR
AV
EL D
RIV
E
SAW CUT LINE
SAW CUT LINE
| CONSTRUCTION C.R. 5
+00
BE
GIN F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
EL
EV. = 10
10.31
ST
A. 975+00.00
EN
D
GR
AP
HIC
GR
AD
E
-0.72 %
SEE SHEET XX
FOR DETAILS
GRAPHIC GRADE MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"
X" X"X"
X"
BY OTHERS
TO BE RELOCATEDREMOVE
REMOVE
X" TYPE D
REMOVE
BY OTHERS
TO BE RELOCATED
18" STM.
REMOVE
X" TYPE A
REMOVE
REMOVE
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
PAR. #28-21-300-004.00
NELSON R AND IRENE MILLER / SURV
4’ WOVEN WIRE FENCE}
}
PAR. #28-21-300-003.00
IRENE MILLER / SURV
NELSON R AND
PAR. #28-21-000-198.00
CHRISTOPHER CONRARDY
}
}
}
}
R = 9
54.9
3’
T = 2
04.
07’
L =
402.
09’
E =
21.5
6’
972973
974975 976
977
P.C. S
TA. 975+30.62
1010.31
1010.13
1009.95
1009.77
1009.59
1009.41
1009.23
1009.00
1008.68
1008.40
1008.44
1008.90
1009.30
1009.36
1009.23
1009.16
1009.15
1009.43
1009.79
1010.09
1010.34
1008.40
1008.90
1009.36
1009.16
1009.43
1010.09
1010.31
1009.93
1009.25
1008.81
1008.41
N
ST
A.
977
+00
TO
ST
A.
98
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
4.d
gn 1/17/2014 10:2
4:4
8
AM c
mt004
220
53
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 977+00 S
EE S
HE
ET 52
MA
TC
H LIN
E S
TA. 982+00 S
EE S
HE
ET 54
977+00 978+00 979+00 980+00 981+00 982+00
980
985
990
995
1000
1005
1010
1015
980
985
990
995
1000
1005
1010
1015
P.I. STA. 977+34.69
‹
R = 954.93’
T = 204.07’
L = 402.09’
E = 21.56’
CURVE DATA - C.R. 5
emax. = 0.080
P.C. STA. 975+30.62
| CONSTRUCTION C.R. 5
4.0’
4.0’
11.0’
11.0’
DENSE TREES
DENSE TREES
DENSE TREESTREES
DENSE
RESIDENTIAL
TWO-STORY
4’ WOVEN WIRE FENCE
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E F
EN
CE
4’ WOVEN WIRE FENCE
SHED
300’ V.C.
K = 66.4 (NDC = 114), SSD = 389’ (NDC = 495’)
P.V.I. STA. 978+00.00, ELEV. = 1008.15
-0.72 % -5.24 %
EL
EV. = 10
00.29
ST
A. 979+50.00
BE
GIN
GR
AP
HIC
GR
AD
E
GRAPHIC GRADE
MATCH EXISTING
+50
EN
D F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
SAW CUT LINE
SAW CUT LINE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
REMOVE
REMOVE
REMOVE
NOTE
1. FOR QUANTITIES SEE SHEET XX.
PAR. #28-21-300-006.00
NELSON R AND IRENE MILLER
PAR. #28-21-300-005.00
IRENE MILLER / SURV
NELSON R AND
}
}
PAR. #28-21-000-198.00
CHRISTOPHER CONRARDY
PAR. #28-21-000-197.00
CHRISTOPHER CONRARDY
}
}}
}
}
977
978979
980
981
982
P.T. S
TA. 979+32.71
1008.68
1008.27
1007.76
1007.15
1006.46
1005.66
1004.78
1003.80
1002.72
1001.
55
1000.29
998.97
997.71
996.56
995.50
994.58
993.81
992.97
991.
99
991.
14
990.35
1008.41
1008.08
1007.10
1005.35
1 003.08
1000.29
997.71
995.50
993.81
991.
99
990.35
N
ST
A.
98
2+00
TO
ST
A.
98
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
5.d
gn 1/17/2014 10:2
4:4
9
AM c
mt004
220
54
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 982+00 S
EE S
HE
ET 53
MA
TC
H LIN
E S
TA. 987+00 S
EE S
HE
ET 55
982+00 983+00 984+00 985+00 986+00 987+00
975
980
985
990
995
1000
1005
1010
975
980
985
990
995
1000
1005
1010
| CONSTRUCTION C.R. 5
S 72° 52’ 21" E
NO CURVE
‹ = 0° 42’ 34" RT.
P.I. STA. 982+87.22
CURVE DATA - C.R. 5
4.0’
4.0’
11.0’
11.0’
DENSE TREESDENSE TREES
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E F
EN
CE
4’
WO
VE
N
WIR
E F
EN
CE
4’ WOVEN WIRE FENCE
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
REMOVE
X" TYPE A REMOVE
24"
ST
M.
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATEDREMOVE
REMOVE
U/G TEL.
NOTE
1. FOR QUANTITIES SEE SHEET XX.
}
}
PAR. #28-21-300-006.00
NELSON R AND IRENE MILLER
PAR. #28-21-000-197.00
CHRISTOPHER CONRARDY
}
} }}
PAR. #28-21-000-196.00
GEORGE R. & SHARON A. RICE
PAR. #28-21-000-223.00
MADONNA M. SMITH, TR.
982 983 984 985 986 987
990.35
989.68
989.25
989.07
988.91
989.00
989.42
989.82
990.41
990.99
991.
56
992.35
993.32
994.08
994.53
994.70
995.03
995.47
996.15
996.90
997.75
990.35
989.25
988.91
989.42
990.41
991.
56
993.32
994.53
995.03
996.15
997.75
N
ST
A.
98
7+00
TO
ST
A.
99
2+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
6.d
gn 1/17/2014 10:2
4:4
9
AM c
mt004
220
55
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 987+00 S
EE S
HE
ET 54
MA
TC
H LIN
E S
TA. 992+00 S
EE S
HE
ET 56
987+00 988+00 989+00 990+00 991+00 992+00
980
985
990
995
1000
1005
1010
1015
980
985
990
995
1000
1005
1010
1015
| CONSTRUCTION C.R. 5
S 72° 09’
47" ES 57° 38’ 30" E
P.I. STA. 988+68.75
‹
R = 954.93’
T = 121.67’
L = 242.03’
E = 7.72’
CURVE DATA - C.R. 5
emax. = 0.080
4.0’
4.0’
11.0’
11.0’
18.0’
90°
+02.01
R =
15’
R = 25’
TREES
DENSE
4’
WO
VE
N
WIR
E F
EN
CE
4’ W
OVEN
WIR
E FE
NCE
4’ W
OVEN WIR
E F
ENCE
GRAVEL DRIVE
RESIDENTIAL
TWO-STORY
BARN
SHED
SAW CUT LINE
SAW CUT LINE
SAW CUT LINE
SAW CUT LINE
+25
BE
GIN F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
+00
EN
D F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
200’ V.C.
K = 33.3 (NDC = 114), SSD = 279’ (NDC = 495’)
P.V.I. STA. 989+00.00, ELEV. = 1006.41
+4.39 %
-1.62 %
EL
EV. = 998.72
ST
A. 987+25.00
EN
D
GR
AP
HIC
GR
AD
E
EL
EV. = 10
04.79
ST
A. 990
+00.00
BE
GIN
GR
AP
HIC
GR
AD
E
+4.39 %
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"
X"X"
X"
U/G TEL.
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
TO BE RELOCATED BY OTHERS
U/G TEL.REMOVE
X" TYPE D
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
}
}}
}
PAR. #28-21-000-223.00
MADONNA M. SMITH, TR.
PAR. #28-21-000-196.00
GEORGE R. & SHARON A. RICE
P.I. S
TA. 9
88+6
8.75
987
988
989
990
991
992
P.C. S
TA. 987+47.09
P.T. S
TA. 989+89.12
998.72
999.82
1000.92
1002.02
1003.02
1003.84
1004.47
1004.91
1005.16
1005.22
1005.10
1004.79
997.75
1004.41
1003.93
1003.34
1002.59
1001.
74
1000.74
999.83
998.99
997.75
999.80
1001.
97
1004.00
1005.39
1005.52
1004.79
1003.93
1002.59
1000.74
998.99
N
ST
A.
99
2+00
TO
ST
A.
99
7+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
7.d
gn 1/17/2014 10:2
4:4
9
AM c
mt004
220
56
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 992+00 S
EE S
HE
ET 55
MA
TC
H LIN
E S
TA. 997+00 S
EE S
HE
ET 57
992+00 993+00 994+00 995+00 996+00 997+00
970
975
980
985
990
995
1000
1005
970
975
980
985
990
995
1000
1005
| CONSTRUCTION C.R. 5
4.0’
4.0’
11.0’
11.0’
90°
68°30’
90°
11.0’
9.0’
14.5’
+23.03 +53.02 +01.80
R =
15’ R = 15’
R = 15’
R = 15’
R = 2
5’
R = 15’
DENSE TREES
DENSE TREES
TREES
DENSE
TREES
DENSE
GRAVEL DRIVE
4’
WO
VE
N
WIR
E FE
NCE
GR
AV
EL D
RIV
E
GR
AVEL DRIV
E
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"X"
X"
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
X" TYPE DX" TYPE D
12" STM. 12" STM.
REMOVEREMOVE
REMOVE
12" STM.
REMOVE
X" TYPE D
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
}
}
}
} } }
PAR. #28-21-000-196.00
GEORGE R. & SHARON A. RICE
PAR. #28-21-000-223.00
MADONNA M. SMITH, TR.PAR. #28-21-000-224.00
PATRICIA A. RAND
PAR. #28-21-000-195.00
GEORGE R. & SHARON A. RICE
PAR. #28-21-000-225.00
KENNETH & LORA HENSLEY
992 993 994 995 996 997
998.99
998.10
997.01
995.63
994.24
992.98
991.
84
990.74
989.75
988.79
987.90
987.07
986.34
985.71
985.08
984.35
983.59
982.92
982.27
981.
45
980.27
998.99
997.01
994.24
991.
84
989.75
987.90
986.34
985.08
983.59
982.27
980.27
N
ST
A.
99
7+00
TO
ST
A.
1002
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
8.d
gn 1/17/2014 10:2
4:5
0
AM c
mt004
220
57
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 997+00 S
EE S
HE
ET 56
MA
TC
H LIN
E S
TA. 10
02+00 S
EE S
HE
ET 58
997+00 998+00 999+00 1000+00 1001+00 1002+00
955
960
965
970
975
980
985
990
955
960
965
970
975
980
985
990
NO CURVE
‹ = 0° 12’ 17" LT.
P.I. STA. 999+78.58
CURVE DATA - C.R. 5
| CONSTRUCTION C.R. 5
4.0’
4.0’
11.0’
11.0’
TREES
DENSE
TREES
DENSE
TREES
DENSE
4’
WO
VE
N
WIR
E FE
NC
E
SAW CUT LINE
SAW CUT LINE
GRAPHIC GRADE
MATCH EXISTING
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
X"
X"
BY OTHERS
TO BE RELOCATED
REMOVE
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
48" TYPE A
REMOVE
12" STM.
48" S
TM.
NOTE
1. FOR QUANTITIES SEE SHEET XX.
}
}
}
}
} } } }
48" TYPE A
PAR. #28-21-000-225.00
KENNETH & LORA HENSLEY
PAR. #28-21-000-195.00
GEORGE R. & SHARON A. RICE PAR. #28-21-000-194.00
GEORGE R. & SHARON A. RICE
PAR. #28-21-000-193.00
GREGORY L. STURILL
PAR. #28-21-000-193.00
GREGORY L. STURILL
PAR. #28-21-000-225.01
JEFFREY N. COLLINS
997 998 999 1000 1001 1002
980.27
979.14
977.99
976.93
976.03
975.14
974.31
973.40
972.72
972.06
971.
55
971.
27
971.
06
970.96
970.97
970.91
971.
02
971.
19
971.
29
971.
52
972.02
980.27
977.99
976.03
974.31
972.72
971.
55
971.
06
970.97
971.
02
971.
29
972.02
N
ST
A.
1002
+00
TO
ST
A.
1007
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-7
3-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
5K
AM
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP04
9.d
gn 1/17/2014 10:2
4:5
0
AM c
mt004
220
58
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 10
02+00 S
EE S
HE
ET 57
1002+00 1003+00 1004+00 1005+00 1006+00 1007+00
950
955
960
965
970
975
980
985
950
955
960
965
970
975
980
985
P.I. STA. 1004+98.91
‹
R = 954.93’
T = 77.58’
L = 154.82’
E = 3.15’
| CONSTRUCTION C.R. 5
emax. = 0.080
CURVE DATA - C.R. 5
S 67° 08’ 07" E
S 37° 11’ 39" E
E = 3.66’
L = 166.94’
T = 83.68’
R = 954.93’
‹
P.I. STA. 1024+66.74
CURVE DATA - S.R. 124
E = 1.69’
L = 210.09’
‹
P.I. STA. 1026+71.97
R = 3,274.04’
T = 105.08’
E = 1.93’
‹
P.I. STA. 216+69.90
R = 409.26’
T = 39.79’
L = 79.33’
62°47’4
0"*
*ANGLE TAKEN FROM CURVE TANGENT
54°0
9’42"
S 16° 58’ 03" W
NO. E130
(772)
FEDERAL PROJECT
S.L.M. 1
9.05STA. 1005
+59.78
END PROJECT
4.0’
4.0’
11.0’
11.0’
9.0’
30.0’
90°
63°30’
+57.07
+62.98
R = 15
’
R = 15’
R = 10’
R =
10’
R = 5
0’
R = 46’
R = 50’
R = 46’
2.0’
2.0’
SAW CUT LINE
DENSE TREES
DENSE TREES
TREES
DENSE
STA. 1006+00.00
END WORK
| C
ONST
RUCTIO
N S.R.
124
RESIDENTIAL
TWO-STORY
BARN
DRIV
EG
RA
VEL
DRIVE
GRAVEL
DRIVE
GRAVEL
4’ WOVEN WIRE FENCE
BARN
SILO
DRIVE
GRAVEL
SAW CUT LINE
SAW CUT LINE
+00
BE
GIN F
UL
L
DEP
TH R
EP
LA
CE
ME
NT
115’ V.C.
-4.54 % +1.60 %
EL
EV. = 972.30
ST
A. 10
04+00.00
EN
D
GR
AP
HIC
GR
AD
E
NO CURVE
‹ = 0.57 %
ELEV. = 968.72
STA. 1005+59.78
END PROJECT
+2.17 %
-4.54 %
K = 18.7 (NDC = 114’), SSD = 126’ (NDC = 495’)
P.V.I. STA. 1005+00.00, ELEV. = 967.76
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED
X" TYPE D
X"
X" TYPE A
78"
ST
M.
REMOVE
BY OTHERS
TO BE RELOCATED
TO BE RELOCATED BY OTHERS
NOTES
3. FOR INTERSECTION DETAILS SEE SHEET XX.
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
}
}
P.T. STA. 1027+76.98
}
}
}
PAR. #28-21-000-193.00
GREGORY L. STURILL
PAR. #28-21-000-240.00
ROGERS, TOD
PATRICIA A.
PAR. #28-21-000-249.00
NORMA JEAN EDWARDS
LAWRENCE E. SKEEN&
PAR. #28-21-000-193.00
GREGORY L. STURILL
CURVE DATA - S.R. 124
CURVE DATA - C.R. 93
| C
ONST
RU
CTIO
N C.R. 93
| CONSTRUCTION S.R. 124
STA. 217+29.22 | CONSTRUCTION C.R. 93
STA. 1025+50.00 | CONSTRUCTION S.R. 124
STA. 1005+79.38 | CONSTRUCTION C.R. 5 =
P.T.
STA. 10
25+50.0
0
L =
154.
82’
E =
3.15’
L =
154.
82’
E =
3.15’
1002
1003
1004
1005
P.C. S
TA. 10
04+21.
34
P.T. S
TA. 10
05+76.15
1025
1026
1027
P.C. S
TA. 10
25+66.88
216
217
P.T. S
TA. 217
+09.4
4
P.C. S
TA. 2
16+3
0.11
974.20
973.33
972.30
971.
17
970.05
969.18
968.45
968.58
972.02
972.76
973.69
974.42
974.77
974.66
972.02
973.69
974.77
974.20
972.30
969.88
968.99
968.76
969.39
970.01
969.92
968.65
NS
TA.
423
+00
TO
ST
A.
428
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E - S.R.
73
KA
M
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP050.d
gn 1/17/2014 10:2
4:5
1
AM c
mt004
220
59
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 428+00 S
EE S
HE
ET 60
423+00 424+00 425+00 426+00 427+00 428+00
1070
1075
1080
1085
1090
1095
1100
1105
1070
1075
1080
1085
1090
1095
1100
1105
P.I. STA. 424+26.86
‹
R = 5,729.58’
T = 272.76’
L = 545.10’
E = 6.49’
P.C. STA. 421+54.11
| CONSTRUCTION S.R. 73
S 27° 55’ 11" E
CURVE DATA - S.R. 73
2.0’‘
10.0’‘
9.7’‘
2.0’‘
S.L.M. 8.10
STA. 427+50.00
BEGIN WORK
BE
GIN T
AP
ER
-5.62 %
NO CURVE
‹ = 0.00 %
ELEV. = 1088.04
STA. 427+50.00
BEGIN WORK
-5.62 %
RESIDENTIAL
ONE-STORY
RESIDENTIAL
TWO-STORYBARN
DENSE WOODS
GRAVEL DRIVE
GR
AV
EL D
RIV
E
4’ WOVEN WIRE FENCE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
NOTE
1. FOR QUANTITIES SEE SHEET XX.
}
}
}}
PAR. #44-21-000-337.00
HAROLD & DIANA HARVEY
PAR. #44-21-000-332.00
DANIEL B. & SHERRILL LAFORCE
423424 425 426
427428
P.I. ST
A. 424+26.86
P.T. S
TA. 426+99.21
1089.96
1089.37
1089.27
1089.62
1090.52
1092.03
1092.83
1091.
83
1090.22
1088.04
1085.19
1088.04
1086.64
1085.23
NS
TA.
428
+00
TO
ST
A.
433
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E - S.R.
73
KA
M
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP051.d
gn 1/17/2014 10:2
4:5
1
AM c
mt004
220
60
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 428+00 S
EE S
HE
ET 59
MA
TC
H LIN
E S
TA. 433+00 S
EE S
HE
ET 61
428+00 429+00 430+00 431+00 432+00 433+00
1055
1060
1065
1070
1075
1080
1085
1055
1060
1065
1070
1075
1080
1085
1090 1090
| CONSTRUCTION S.R. 73 S 27° 55’ 11" E4.0’
11.0’
11.0’
4.0’
80°
7.5’
R = 15’R =
15’
+55.77
+25
EN
D T
AP
ER
200’ V.C.
200’ V.C.
-3.95 %
-5.27 %
-5.62 %-3.95 %
-3.95 %-5.27 %
AG
GR
EG
AT
E
DRIV
E
DENSE WOODS
DENSE WOODS
4’ WOVEN WIRE FENCE
4’
WO
VE
N
WIR
E F
EN
CE
4’
WO
VE
N
WIR
E F
EN
CE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATEDTO BE RELOCATED BY OTHERS
X" TYPE D
BY OTHERS
TO BE RELOCATED15" STM.
REMOVE
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
K = 120.0, SSD = UNRESTRICTED
P.V.I. STA. 429+00.00, ELEV. = 1079.61
K = 151.6, SSD = 918’
P.V.I. STA. 431+50.00, ELEV. = 1069.73
}
}
} } }
PAR. #44-21-000-332.01
SHIRLEY G. ENGLAND, TR.PAR. #44-21-000-332.02
BETTY & LAVERNE HARGETTPAR. #44-21-000-332.00
DANIEL B. & SHERRILL LAFORCE
PAR. #44-21-000-337.00
HAROLD & DIANA HARVEY
428 429 430 431 432 433
1085.19
1082.62
1080.55
1078.71
1076.87
1074.80
1071.
91
1068.54
1064.81
1061.
41
1058.26
1085.23
1083.85
1082.52
1081.
25
1080.03
1078.86
1077.74
1076.67
1075.66
1074.67
1073.68
1072.67
1071.
62
1070.53
1069.40
1068.22
1067.01
1065.75
1064.45
1063.14
1061.
82
NS
TA.
433
+00
TO
ST
A.
438
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E - S.R.
73
KA
M
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP052.d
gn 1/17/2014 10:2
4:5
2
AM c
mt004
220
61
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 433+00 S
EE S
HE
ET 60
MA
TC
H LIN
E S
TA. 438+00 S
EE S
HE
ET 62
433+00 434+00 435+00 436+00 437+00 438+00
1035
1040
1045
1050
1055
1060
1065
1070
1035
1040
1045
1050
1055
1060
1065
1070
| CONSTRUCTION S.R. 73
4.0’
11.0’
11.0’
4.0’
9.0’
90°
+95.40
R = 20
’
-5.27 %-0.07 %
600’ V.C.
RESIDENTIAL
TWO-STORY
ASP
HA
LT
DRIV
E
DENSE WOODS
4’ WOVEN WIRE FENCE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
BY OTHERS
TO BE RELOCATED BY OTHERS
TO BE RELOCATED
BY OTHERS
TO BE RELOCATED
X"
X"REMOVE
X" TYPE A
24"
ST
M.
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
K = 115.3, SSD = 497’
P.V.I. STA. 436+00.00, ELEV. = 1046.00
R = 2
0’
}
}
PAR. #43-21-000-338.00
MARY VANZANT
PAR. #43-21-000-329.01
JEREMY G AND GERI L PARR
} } }
PAR. #44-21-000-337.00
HAROLD & DIANA HARVEY
PAR. #44-21-000-332.01
SHIRLEY G. ENGLAND, TR.
433 434 435 436 437 438
1058.26
1056.07
1054.34
1052.45
1050.54
1049.37
1049.06
1049.59
1050.67
1051.
21
1050.01
1061.
82
1060.53
1059.29
1058.11
1056.98
1055.90
1054.89
1053.92
1053.01
1052.15
1051.
35
1050.60
1049.90
1049.26
1048.68
1048.15
1047.67
1047.24
1046.87
1046.56
1046.30
NS
TA.
438
+00
TO
ST
A.
44
3+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E - S.R.
73
KA
M
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP053.d
gn 1/17/2014 10:2
4:5
2
AM c
mt004
220
62
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 438+00 S
EE S
HE
ET 61
MA
TC
H LIN
E S
TA. 443+00 S
EE S
HE
ET 63
438+00 439+00 440+00 441+00 442+00 443+00
1030
1035
1040
1045
1050
1055
1060
1065
1030
1035
1040
1045
1050
1055
1060
1065
4.0’
11.0’
11.0’
4.0’
| CONSTRUCTION S.R. 73
| C
ONS
TR
UC
TIO
N C.R. 5
4.0’
11.0’
11.0’
4.0’
4.0’11.0’11.0’
4.0’
4.0’11.0’11.0’
4.0’
73°2
1’02"*
*ANGLE TAKEN FROM CURVE TANGENT
10.0’
10.25’
70° 7
5°
R = 15’
R = 15’ R =
15’ R = 10’
+74.23 +30.6090°
90°
+49.84
+48.00
9.25’
8.0’
R = 2
5’
R = 15’
R = 15’R
= 15
’
R = 5
0’
R = 5
0’
R =
50’
R = 50’
NO CURVE
‹ = 0° 25’ 22" RT.
P.I. STA. 440+35.00
CURVE DATA - S.R. 73
-0.07 % +2.00 %
600’ V.C. 300’ V.C.
-0.07 %
+2.00 %
10.0’
21.4’
R = 15’
R = 10’
R = 10’
57°30’
CURVE DATA - DRIVE
‹ = 40° 40’ 49" (LT.)
L = 24.85’
R = 35.00’
ASP
HA
LT D
RIV
E
RESIDENTIAL
TWO-STORY
ASPHALT DRIVE
ASP
HALT D
RIV
E
FIE
LD DRIV
E
FIE
LD
DRIV
E
AP
RO
NA
SP
HA
LT
DRIVE
GRAVEL
TREES
DENSE
3-RAIL HORSE FENCE
4’
WO
VE
N
WIR
E F
EN
CE
4’ WOVEN WIRE FENCE
FENCE
3-RAIL HORSE
4’
WO
VEN WIR
E F
ENCE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
12" STM.
REMOVE
X" TYPE D
X" X"
X" X" X" TYPE D
TO BE RELOCATED BY OTHERS
TO BE RELOCATED BY OTHERS
X" TYPE A
X" TYPE A
X" TYPE A
REMOVEREMOVE
BY OTHERS
TO BE RELOCATED
24"
ST
M.
TO BE RELOCATED BY OTHERS
REMOVE
15" STM.
REMOVE
12"
ST
M.
REMOVE
REMOVE
X" TYPE D
REMOVE
X" TYPE DREMOVE
NOTES
3. FOR INTERSECTION DETAILS SEE SHEET XX.
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
K = 115.3, SSD = 497’
P.V.I. STA. 436+00.00, ELEV. = 1046.00
K = 145.0, SSD = 1595’
P.V.I. STA. 441+00.00, ELEV. = 1045.66
PAR. #43-21-000-338.02
MARY VANZANT
PAR. #44-21-000-366.00
LONETTE PHILLIPS HAMILTON
STA. 440+46.74 | CONSTRUCTION & R/W S.R. 73
STA. 769+52.96 | CONSTRUCTION C.R. 5 =
PAR. #43-21-000-330.00
BRIAN L PITZER / SURV
RANDI J NICHOLS AND
PAR. #43-21-000-323.00
DAVID P AND SHARON STEELE
15"
ST
M.
} } } }
} }
}
}
}
}
}
PAR. #43-21-000-322.00
DAVID P. & SHARON STEELE
438 439 440 441 442 443
769
770
P.R.C. STA. 769+04.89
1050.01
1047.69
1045.67
1045.09
1044.94
1045.92
1047.99
1050.01
1051.
39
1052.20
1052.44
1046.30
1046.09
1045.94
1045.84
1045.80
1045.78
1045.76
1045.77
1045.82
1045.91
1046.04
1046.22
1046.44
1046.70
1047.01
1047.36
1047.75
1048.19
1048.67
1049.17
1049.67
NS
TA.
44
3+00
TO
ST
A.
44
8+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E - S.R.
73
KA
M
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP054.d
gn 1/17/2014 10:2
4:5
2
AM c
mt004
220
63
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 443+00 S
EE S
HE
ET 62
MA
TC
H LIN
E S
TA. 448+00 S
EE S
HE
ET 64
443+00 444+00 445+00 446+00 447+00 448+00
1035
1040
1045
1050
1055
1060
1065
1070
1035
1040
1045
1050
1055
1060
1065
1070
NO CURVE
‹ = 0° 41’ 47" LT.
P.I. STA. 443+04.26
CURVE DATA - S.R. 73
| CONSTRUCTION S.R. 73
4.0’
4.0’
11.0’
11.0’
11.0’
95°
+08.67
R =
20’R
= 20’
+2.00 % +0.08 %
225’ V.C.
+2.00 %
+0.08 %
BARN RESIDENTIAL
TWO-STORY
DENSE TREES
4’ WOVEN WIRE FENCE
3-RAIL HORSE FENCE3-RAIL HORSE FENCE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
18"
ST
M.
DO NOT DISTURB
12" STM.
REMOVE
X" TYPE D
REMOVE
REMOVE
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
NOTES
K = 117.1, SSD = 674’
P.V.I. STA. 446+00.00, ELEV. = 1055.67
PAR. #44-21-000-366.00
LONETTE PHILLIPS HAMILTON
}}
}
AG
GR
EG
AT
E
DRIV
E
PAR. #43-21-000-321.00
RAYMOND & MARTHA PHILLIPS
PAR. #43-21-000-322.00
DAVID P. & SHARON STEELE
443 444 445 446 447 448
1052.44
1052.42
1052.54
1052.55
1052.93
1054.19
1055.25
1055.74
1055.72
1055.81
1055.84
1049.67
1050.17
1050.67
1051.
17
1051.
67
1052.17
1052.67
1053.17
1053.66
1054.11
1054.50
1054.84
1055.13
1055.36
1055.54
1055.67
1055.74
1055.77
1055.79
1055.81
1055.83
NS
TA.
44
8+00
TO
ST
A.
453
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E - S.R.
73
KA
M
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP055.d
gn 1/17/2014 10:2
4:5
3
AM c
mt004
220
64
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 448+00 S
EE S
HE
ET 63
MA
TC
H LIN
E S
TA. 453+00 S
EE S
HE
ET 65
448+00 449+00 450+00 451+00 452+00 453+00
1040
1045
1050
1055
1060
1065
1070
1075
1040
1045
1050
1055
1060
1065
1070
1075
NO CURVE
‹ = 0° 12’ 09" RT.
P.I. STA. 448+98.88
CURVE DATA - S.R. 73
| CONSTRUCTION S.R. 73
4.0’
4.0’
11.0’
11.0’
NO CURVE
‹ = 0° 22’ 13" LT.
P.I. STA. 451+20.54
CURVE DATA - S.R. 73
S 28° 11’ 36" E S 28° 21’ 40" E
525’ V.C.
+0.08 % +4.58 %
+0.08 %
TREES
DENSE
4’ WOVEN WIRE FENCE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
DO NOT DISTURB
REMOVEREMOVE
15"
ST
M.
NOTE
1. FOR QUANTITIES SEE SHEET XX.
K = 116.8’, SSD = 502’
P.V.I. STA. 451+30.00, ELEV. = 1056.10
} }
}
PAR. #43-21-000-321.00
RAYMOND & MARTHA PHILLIPS
PAR. #44-21-000-367.00
LONETTE PHILLIPS HAMILTON
448 449 450 451 452 453
1055.84
1056.29
1056.88
1056.71
1055.60
1055.20
1055.56
1056.54
1058.18
1060.60
1063.17
1055.83
1055.85
1055.87
1055.89
1055.96
1056.07
1056.24
1056.47
1056.74
1057.07
1057.46
1057.90
1058.39
1058.93
1059.53
1060.18
1060.89
1061.
65
1062.46
1063.32
1064.24
NS
TA.
453
+00
TO
ST
A.
458
+00
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E - S.R.
73
KA
M
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP056.d
gn 1/17/2014 10:2
4:5
3
AM c
mt004
220
65
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
MA
TC
H LIN
E S
TA. 453+00 S
EE S
HE
ET 64
453+00 454+00 455+00 456+00 457+00 458+00
1060
1065
1070
1075
1080
1085
1090
1095
1060
1065
1070
1075
1080
1085
1090
1095
| CONSTRUCTION S.R. 73
4.0’
4.0’
11.0’11.0’
E = 7.14’
L = 361.34’
T = 181.05’
R = 2,291.83’
‹
P.I. STA. 459+52.53
P.T. STA. 461+32.82
CURVE DATA - S.R. 73
S.L.M. 8.61
STA. 454+50.00
END WORK
+00
BE
GIN T
AP
ER
EN
D T
AP
ER
10.5’‘
9.3’‘
2.1’‘
2.1’‘
525’ V.C.
+4.58 %
NO CURVE
‹ = 0.01 %
ELEV. = 1070.74
STA. 454+50.00
END WORK
+4.57 %
DENSE WOODS
FIE
LD D
RIV
E
4’ WOVEN WIRE FENCE
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
NOTE
1. FOR QUANTITIES SEE SHEET XX.
K = 116.8, SSD = 502’
P.V.I. STA. 451+30.00, ELEV. = 1056.10
} }
}
}
PAR. #43-21-000-321.00
RAYMOND & MARTHA PHILLIPS
PAR. #44-21-000-367.00
LONETTE PHILLIPS HAMILTON
453 454 455 456 457 458
P.I. ST
A. 459+52.53
L = 361.34’
E = 7.14’
P.C. S
TA. 457+71.
48
1063.17
1065.72
1068.24
1070.74
1073.15
1075.97
1079.19
1082.86
1086.85
1090.50
1093.46
1064.24
1065.22
1066.24
1067.32
1068.45
1069.60
1070.74
NS
TA.
10
+00
TO
ST
A.
15
+0
0
CA
LC
UL
AT
ED
CH
EC
KE
DHIG-
C.R.
5-14.2
9HIG-73-8.3
4P
LA
N
AN
D
PR
OFIL
E -
C.R.
75
KA
M
KP
C
P:\
HC
E\
TR\
0006_
Prospect\
927
89\road
way\sheets\
927
89
GP057.d
gn 1/17/2014 10:2
4:5
4
AM c
mt004
220
66
0
40
20
10 HO
RIZ
ON
TA
L
SC
AL
E IN F
EE
T
10+00 11+00 12+00 13+00 14+00 15+00
1060
1065
1070
1075
1080
1085
1090
1095
1060
1065
1070
1075
1080
1085
1090
1095
| CONSTRUCTION C.R. 75
E = 20.17’
L = 336.00’
T = 171.15’
‹
CURVE DATA - C.R. 75
S.L.M. 0.27
STA. 14+50.00
END WORK
+25
BE
GIN T
AP
ER
EN
D T
AP
ER
DENSE WOODS
FIE
LD
DRIV
E
P.I. STA. 12+24.07
R = 716.20’
emax. = 0.080
2.0’
2.0’
11.0’
11.0’
4.0’
4.0’
8.9’‘
8.6’‘
P.T. S
TA. 13
+88.92
-3.82 %
END CURVE
‹ = 0.06 %
ELEV. = 1038.51
STA. 14+50.00
END WORK
+9.03 %
-3.88 %
350’ V.C.
-1.60 % +9.03 %
10’ V.C.
ELEV. = 1031.02
P.V.I. STA. 11+26.00
100°
STA. 10+00.00 | CONSTRUCTION C.R. 75
STA. 775+00.00 | CONSTRUCTION C.R. 5 =
| C
ONST
RU
CTIO
N C.R. 5
R = 50’
R = 50’
CHURCH
PROPOSED WALL
CURB, TYPE 4-C
+50
BE
GIN C
UR
B
+00
BE
GIN S
HO
UL
DE
R T
AP
ER
EN
D C
UR
B
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
8.0’
90°
CURB, TYPE 4-C
+16.21
-3.88 %
DENSE WOODS
X"
BY OTHERS
TO BE RELOCATED
4’
WO
VE
N
WIR
E FE
NC
E
4’ WOVEN WIRE FENCE
X" TYPE A
BY OTHERS
TO BE RELOCATED
REMOVE
4’
WO
VE
N
WIR
E FE
NC
E
NOTES
3. FOR INTERSECTION DETAILS SEE SHEET XX.
2. FOR DRIVE DETAILS SEE SHEET XX.
1. FOR QUANTITIES SEE SHEET XX.
PAR. #43-21-000-343.00
RICHARD D AND AMY M THROCKMORTON
}
SSD = 242’ (NDC = 495’)
K = 27.1 (NDC = 114)
P.V.I. STA. 12+10.00, ELEV. = 1047.63
PAR. #43-21-000-338.01
METHODIST CHURCH AND CEMETERY
N 75° 57’
54"
E
}
}
}
}
CEMETERY
CEMETERY
10
11
12 13
14
15
E = 2.51’
P.C. S
TA. 10
+52.92
P.T. S
TA. 13
+88.92
P.C. S
TA. 14
+70.25
774
775
776
P.T. S
TA. 7
74+5
6.24
1031.
44
1031.
12
1033.15
1035.15
1036.92
1038.47
1039.78
1040.86
1041.
71
1042.33
1042.72
1042.87
1042.80
1042.50
1041.
97
1041.
20
1040.25
1039.28
1038.31
1032.37
1038.80
1043.41
1045.52
1047.54
1046.30
1043.98
1042.27
1040.29
1038.31
1035.94
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