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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 . 01 1 . 0E ND TAPE R 4 . 04 . 0E 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
57

5 0 7 5 7 0 2A 5 N A L T P S -1 -8 -7 R I G -C H G I H 73-8.34... · 2014. 10. 23. · 3 ‘ 2. 6 ’ ‘ 4’ wove nwiref ec a g g r e g a t e d r iv e a g g r e g a t e d r iv e

Oct 02, 2020

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Page 1: 5 0 7 5 7 0 2A 5 N A L T P S -1 -8 -7 R I G -C H G I H 73-8.34... · 2014. 10. 23. · 3 ‘ 2. 6 ’ ‘ 4’ wove nwiref ec a g g r e g a t e d r iv e a g g r e g a t e d r iv e

N

ST

A.

752

+00

TO

ST

A.

757

+00

CA

LC

UL

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ED

CH

EC

KE

DHIG-

C.R.

5-14.2

9HIG-73-8.3

4P

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C.R.

5K

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P:\

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way\sheets\

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GP001.d

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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

Page 2: 5 0 7 5 7 0 2A 5 N A L T P S -1 -8 -7 R I G -C H G I H 73-8.34... · 2014. 10. 23. · 3 ‘ 2. 6 ’ ‘ 4’ wove nwiref ec a g g r e g a t e d r iv e a g g r e g a t e d r iv e

N

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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

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C.R.

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P:\

HC

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way\sheets\

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GP002.d

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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

Page 3: 5 0 7 5 7 0 2A 5 N A L T P S -1 -8 -7 R I G -C H G I H 73-8.34... · 2014. 10. 23. · 3 ‘ 2. 6 ’ ‘ 4’ wove nwiref ec a g g r e g a t e d r iv e a g g r e g a t e d r iv e

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

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way\sheets\

927

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GP003.d

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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

Page 4: 5 0 7 5 7 0 2A 5 N A L T P S -1 -8 -7 R I G -C H G I H 73-8.34... · 2014. 10. 23. · 3 ‘ 2. 6 ’ ‘ 4’ wove nwiref ec a g g r e g a t e d r iv e a g g r e g a t e d r iv e

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

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way\sheets\

927

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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

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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

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way\sheets\

927

89

GP005.d

gn 1/17/2014 10:2

4:3

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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

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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

+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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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AN

D

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C.R.

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KP

C

P:\

HC

E\

TR\

0006_

Prospect\

927

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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

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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\

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way\sheets\

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GP037.d

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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

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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

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E -

C.R.

5K

AM

KP

C

P:\

HC

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0006_

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927

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way\sheets\

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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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

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TA.

428

+00

TO

ST

A.

433

+00

CA

LC

UL

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CH

EC

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DHIG-

C.R.

5-14.2

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4P

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220

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40

20

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E IN F

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TC

H LIN

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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

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TA.

433

+00

TO

ST

A.

438

+00

CA

LC

UL

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CH

EC

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C.R.

5-14.2

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220

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40

20

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L

SC

AL

E IN F

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T

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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

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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

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OFIL

E - S.R.

73

KA

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HC

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TR\

0006_

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way\sheets\

927

89

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4:5

2

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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

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

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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

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N

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OFIL

E - S.R.

73

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HC

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0006_

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way\sheets\

927

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gn 1/17/2014 10:2

4:5

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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

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TA.

44

8+00

TO

ST

A.

453

+00

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LC

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CH

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mt004

220

64

0

40

20

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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

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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

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E - S.R.

73

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4:5

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AM c

mt004

220

65

0

40

20

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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

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TA.

10

+00

TO

ST

A.

15

+0

0

CA

LC

UL

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EC

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C.R.

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C.R.

75

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mt004

220

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0

40

20

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RIZ

ON

TA

L

SC

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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