Existing Typical · Transverse joints: CD at 20' spacing Mainline Jointing: MODIFIED 2P_ STATION TO STATION Modified 2_G_ Safety Edge STATION TO STATION Safety Edge XXX+XX XXX+XX

B.1

US 52 602+00 885+00 25.5 25.5 21.5 4:128'

14'

ROAD IDENTIFICATION STATION TO STATION

LOCATION

L R

DIMENSIONS

FILL

RL

Top of Subgrade

GroundNatural

LC

PROFILE GRADE

CUT

2%2%

X

Feet Feet Inches

X

FS:1FS:1

3:1

0%

ditches and backslopes.additional details ofand cross sections forSee plan & profile sheets

by the Engineer.locations specifically designatedof superelevated curves or othermodified appropriately in areasNormal section shown may be

FS

GroundNatural

2 LANE GRADING

MODIFIED

G_2_Grade

4' 4'

5'

3'

12' 12'

28'

2% 2%

Existing Typical

ROW

Exist.

ROW

Exist.

dskoge2 pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\3105202010\Design\_(120)_Sec3\31052120b01.sht

DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY

11:25:53 AM

ENGLISH

10/24/2014

FILE NO. JIA\HOLST\SKOGERBOE STP-052-2(120)--2C-31DUBUQUE

dskoge2 pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\3105202010\Design\_(120)_Sec3\31052120b01.sht


11:25:53 AM

ENGLISH

10/24/2014

FILE NO.

B.2

ROADWAY IDENTIFICATION

See Tab 112-9 for shoulder quantities.

See Tab 100-24 or 100-25 for pavement quantities.

602+00 885+50

Subdrain

Normal F

oreslo

pe

2%

Construction

Earth Shoulder

(PV-3)Safety Edge (PV-3)

Normal Foreslope2%

Construction

Earth Shoulder

Subdrain

(PV-3)Safety Edge (PV-3)

CL

Match Line Match Line

2%

2%

2%

2%

PROFILE GRADE

9.5" P.C. CONCRETE PAVEMENT

12" MODIFIED SUBBASE

4'

12'

14'

STATION TO STATION

L-2Longitudinal joint:

CD at 20' spacingTransverse joints:Mainline Jointing:

MODIFIED

2P_

STATION TO STATION

Modified

2_G_

Safety Edge

STATION TO STATION

Modified

2_G_

Safety Edge

XXX+XX XXX+XX XXX+XXXXX+XX

14'

12'

P 3'

Subdrain

Finishing

Earth Shoulder

Possible Joint

ï»¿â

†• 3:

ï»¿â

21

1

P3'

Subdrain

Finishing

Earth Shoulder

Possible Joint

ï»¿3:1 Ma

ï»¿4

21

1STATION TO STATION

Feet

P

Curbed Shoulder

Transverse:C at 20' spacingStaged : KT-2

L-2Single pour:

curb to nearest joint is less than 15':Longitudinal joint not required when distance from back ofShoulder Jointing:

See

Curb Type

PV-102

04-19-11

2_Curb_

XXX+XX.XX XXX+XX.XX 5 4" Sloped

STATION TO STATION

Feet

P

Curbed Shoulder

Transverse:C at 20' spacingStaged : KT-2

L-2Single pour:

curb to nearest joint is less than 15':Longitudinal joint not required when distance from back ofShoulder Jointing:

See

Curb Type

PV-102

04-19-11

2_Curb_

XXX+XX.XX XXX+XX.XX 5 4" Sloped

4'

4% 4%

dskoge211:25:53 AM pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\3105202010\Design\_(120)_Sec3\31052120b01.sht


10/24/2014

ENGLISHFILE NO. JIA\HOLST\SKOGERBOE DUBUQUE STP-052-2(120)--2C-31

dskoge211:25:53 AM pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\3105202010\Design\_(120)_Sec3\31052120b01.sht


10/24/2014

ENGLISHFILE NO.

Jia\Holst\Skogerboe STP-052-2(120)--2C-31DUBUQUE

D.A. = 1 Ac - Ter R

24" X 43.6' CMP

Sta. 288+73.61

StationPower

House House

Gar

House

W

= 20.0'

Type 'C'

Ent.

+52.50

Prop.

W

= 22.0'

Type 'C'

Ent.

+78.00

Prop.

W

= 12.0'

Type 'C'

Ent.

+91.50

Prop.

W

= 14.0'

Type 'C'

Ent.

+44.00

Prop.

W

= 18.0'

Type 'C'

Ent.

+05.50

Prop.

Pfeiler Road East

Curve Data

T = 193.40

L = 382.59

R = 1,060.00

E = 17.50

Curve Data

T = 460.44

L = 890.91

R = 1,430.00

E = 72.30

595

600

PO

T

Sta 600

+00.00

605

PC

Sta 605

+72.77

PT

Sta 609

+55.36

PI

Sta 607

+66.17

610

PC

Sta 610

+25.06

615

PT

Sta 619

+15.97

PI

Sta 614

+85.51

620

625

PC

Sta 625

+15.17

PI

Sta 626

+40.77

SIGN

SIGNSIGNSIGN SIGN

SIGN

SIGN SIGNSIGNSIGN

Flg

HouseHouse

SEC. 30

T-90N R-1E

JEFFERSON TWP.

SEC. 25

T-90N R-1W

CONCORDE TWP.

1,120.24

VPI +25.000Elv 1,122.37

+0.500%

+4.1

00%

Len 450.00 ft

VPI +50.000Elv 1,143.89

+4.1

00%

-3.400%

Len 375.00 ft

VPI +50.000Elv 1,116.69

-3.400%+2.1

00%

Len 900.00 ft

1,120.24

1,120.37

1,120.49

1,120.62

1,120.74

1,120.87

1,120.99

1,121.12

1,121.24

1,121.39

1,121.59

1,121.84

1,122.14

1,122.49

1,122.89

1,123.34

1,123.84

1,124.39

1,124.99

1,125.64

1,126.34

1,127.09

1,127.89

1,128.74

1,129.64

1,130.59

1,131.59

1,132.62

1,133.64

1,134.67

1,135.69

1,136.70

1,137.60

1,138.38

1,139.03

1,139.55

1,139.95

1,140.23

1,140.38

1,140.40

1,140.30

1,140.08

1,139.73

1,139.25

1,138.65

1,137.93

1,137.09

1,136.24

1,135.39

1,134.54

1,133.69

1,132.84

1,131.99

1,131.16

1,130.37

1,129.62

1,128.90

1,128.22

1,127.58

1,126.98

1,126.42

1,125.89

1,125.40

1,124.96

1,124.54

1,124.17

1,123.84

1,123.54

1,123.28

1,123.06

1,122.88

1,122.74

1,122.63

1,122.57

1,122.54

1,122.55

1,122.59

1,122.68

1,122.80

1,122.97

1,123.17

1,123.41

1,123.68

1,124.00

1,124.35

1,124.74

1,125.17

1,125.64

1,126.14

1,126.67

1,127.19

1,127.72

1,128.24

dskoge27:40:12 AM pw:\\projectwise.dot.int.lan:PWMain\Documents\Projects\3105202010\Design\_(120)_Sec3\31052120D2-D11.dgn

DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY REVISED

10/27/2014

ENGLISHFILE NO.

595 600 605 610 615 620 625

1090

1100

1110

1120

1130

1140

1150

1090

1100

1110

1120

1130

1140

1150

D.2


Hin

gte

n Lane

D.A. = 5 Ac - Ter R24" X 6.4' Conc Pipe2' X 2' X 42.9' RCB w/Sta. 338+33.74

D.A. = 2 Ac - Ter R18" X 10.6' RCP Ext. Rt.30" X 4.8' RCP Ext. Lt.2' X 2' X 33.5' RCB w/Sta. 324+56.22

House

W

= 14.0'

Type 'C'

Ent.

+53.00

Prop.

W

= 22.0'

Type 'C'

Ent.

+71.50

Prop.

W

= 14.0'

Type 'C'

Ent.

+49.00

Prop.

W

= 24.0'

Type 'C'

Ent.

+14.00

Prop.

W

= 14.0'

Type 'C'

Ent.

+91.00

Prop.

W

=22.0'

Type 'C'

Ent.

+56.00

Prop.

W

= 40.0'

Type 'C'

Ent.

+99.50

Prop.

W

= 16.0'

Type 'C'

Ent.

+75.00

Prop.

Pfeiler Road East

1136.184

1136.197

1136.300

1136.251

1136.318

0.62%

1.96

%

0.84%

0.56%

0.53

%

2.0%

2.0%

0.17%

Curve Data

T = 125.61

L = 250.57

R = 1,430.00

E = 5.51

Curve Data

T = 301.02

L = 586.59

R = 1,060.00

E = 41

.91

Curve Data

T = 296.69

L = 578.58

R = 1,060.00

E = 40.74

625

PC

Sta 625

+15.17

PT

Sta 627

+65.74

PI

Sta 626

+40.77

630

635

PC

Sta 638

+20.96

640

PT

Sta 644

+07.55

PI

Sta 641

+21.98

645

650

PC

Sta 652

+15.71

655

PI

Sta 655

+12.40

G

G

G

G GG

Ho Gar

HoBarn

High Bank Snow DriftingSTA 630+82

VPI +50.000Elv 1,141.89

+2.100% -2.500%

Len 500.00 ft

VPI +25.000Elv 1,127.52

-2.500%+1.35

0%

Len 600.00 ft

VPI +50.000Elv 1,138.66

+1.350% -1.589%

Len 500.00 ft

VPI +00.000Elv 1,128.33

-1.589% +1.700%

Len 600.00 ft

1,128.24

1,128.77

1,129.29

1,129.82

1,130.34

1,130.87

1,131.39

1,131.92

1,132.44

1,132.97

1,133.49

1,134.02

1,134.54

1,135.07

1,135.59

1,136.12

1,136.64

1,137.14

1,137.58

1,137.96

1,138.28

1,138.55

1,138.76

1,138.91

1,139.00

1,139.04

1,139.02

1,138.94

1,138.80

1,138.61

1,138.36

1,138.05

1,137.68

1,137.26

1,136.78

1,136.24

1,135.64

1,135.02

1,134.41

1,133.85

1,133.32

1,132.84

1,132.40

1,131.99

1,131.63

1,131.30

1,131.02

1,130.77

1,130.57

1,130.41

1,130.28

1,130.20

1,130.16

1,130.15

1,130.19

1,130.27

1,130.38

1,130.54

1,130.74

1,130.97

1,131.25

1,131.57

1,131.91

1,132.24

1,132.58

1,132.92

1,133.26

1,133.59

1,133.93

1,134.27

1,134.61

1,134.94

1,135.28

1,135.60

1,135.88

1,136.13

1,136.34

1,136.51

1,136.65

1,136.74

1,136.81

1,136.83

1,136.82

1,136.77

1,136.69

1,136.57

1,136.41

1,136.21

1,135.98

1,135.71

1,135.41

1,135.06

1,134.68

1,134.29

1,133.89

1,133.49

1,133.10

1,132.72

1,132.37

1,132.06

1,131.78

1,131.54

1,131.33

1,131.16

1,131.01

1,130.91

1,130.84

1,130.80

1,130.80

1,130.83

1,130.89

1,130.99

1,131.13

1,131.29

1,131.50

1,131.73

1,132.00

1,132.31

1,132.65

1,133.02

1,133.43



10/27/2014

ENGLISHFILE NO.

625 630 635 640 645 650 655

1100

1110

1120

1130

1140

1150

1160

1100

1110

1120

1130

1140

1150

1160

D.3


W

= 16.0'

Type 'C'

Ent.

+77.50

Prop.

W

= 14.0'

Type 'C'

Ent.

+55.00

Prop.

W

= 34.0'

Type 'C'

Ent.

+68.50

Prop.

W

= 14.0'

Type 'C'

Ent.

+65.50

Prop.

W

= 10.0'

Type 'C'

Ent.

+68.0

0

Prop.

W

= 14.0'

Type 'C'

Ent.

+56.0

0

Prop.

W

= 14.0'

Type 'C'

Ent.

+06.00

Prop.

Curve Data

T = 340.99

L = 666.39

R = 1,275.00

E = 44.81

Curve Data

T = 163.56

L = 326.85

R = 3,270.00

E = 4.09

655

PT

Sta 657

+94.2

9

PI

Sta 655

+12.40

PC

Sta 657

+96.3

9

660

PT

Sta 664

+62.77

PI

Sta 661

+37.38

665 6

70 6

75 6

80

PC

Sta 683

+18.62

685

PT

Sta 686

+45.47

PI

Sta 684

+82.18

G

GGG

G

G

G

GG

G

G

GG

G

GGG

G

GGGG

G

GG

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GG

G

G

G

G

GG

GG

G

Barn BarnHouse

High Bank Snow DriftingSTA 673+06

VPI +50.000Elv 1,139.38

+1.700%

-0.500%

Len 500.00 ft VPI +00.000Elv 1,136.13

-0.500%-0.750%

Len 200.00 ft

VPI +00.000Elv 1,131.63

-0.750% +0.825%

Len 492.19 ft

1,133.43

1,133.85

1,134.28

1,134.70

1,135.13

1,135.54

1,135.92

1,136.28

1,136.61

1,136.91

1,137.18

1,137.43

1,137.65

1,137.84

1,138.00

1,138.14

1,138.25

1,138.33

1,138.38

1,138.41

1,138.41

1,138.38

1,138.32

1,138.24

1,138.13

1,138.00

1,137.88

1,137.75

1,137.63

1,137.50

1,137.38

1,137.25

1,137.13

1,137.00

1,136.88

1,136.75

1,136.63

1,136.50

1,136.36

1,136.22

1,136.07

1,135.91

1,135.74

1,135.56

1,135.38

1,135.19

1,135.00

1,134.82

1,134.63

1,134.44

1,134.25

1,134.07

1,133.88

1,133.69

1,133.50

1,133.32

1,133.16

1,133.02

1,132.90

1,132.80

1,132.72

1,132.66

1,132.62

1,132.60

1,132.60

1,132.62

1,132.66

1,132.72

1,132.80

1,132.90

1,133.01

1,133.15

1,133.31

1,133.49

1,133.69

1,133.90

1,134.10

1,134.31

1,134.52

1,134.72

1,134.93

1,135.14

1,135.34

1,135.55

1,135.75

1,135.96

1,136.17

1,136.37

1,136.58

1,136.79

1,136.99

1,137.20

1,137.40

1,137.61

1,137.82

1,138.02

1,138.23

1,138.44

1,138.64

1,138.85

1,139.05

1,139.26

1,139.47

1,139.67

1,139.88

1,140.09

1,140.29

1,140.50

1,140.70

1,140.91

1,141.12

1,141.32

1,141.53

1,141.74

1,141.94

1,142.15

1,142.35

1,142.56

1,142.77

1,142.97

1,143.18



10/27/2014

ENGLISHFILE NO.

655 660 665 670 675 680 685

1100

1110

1120

1130

1140

1150

1160

1100

1110

1120

1130

1140

1150

1160

D.4

Jia\Holst\Skogerboe STP-052-2(120)--2C-31DUBUQUEMid

way R

oad

Ho

Barn

Garage

Garage

Garage

W

= 12.0'

Type 'C'

Ent.

+74.50

Prop.

W = 45.0'

Type 'B'

Ent.

+25.0

0 Prop.

W = 18.0'

Type 'C'

Ent.

+68.0

0 Prop.

W

= 22.0'

Type 'B'

Ent.

+25.0

0

Prop.

W

= 24.0'

Type 'B'

Ent.

+82.0

0

Prop.

W

= 16.0'

Type 'C'

Ent.

+15.50

Prop.

W

= 45.0'

Type 'C'

Ent.

+69.00

Prop.

W

= 22.0'

Type 'C'

Ent.

+51.00

Prop.

W

= 12.0'

Type 'C'

Ent.

+45.0

0

Prop.

1161.8

72

1162.0

6811

61.6

75

1136.2

5111

62.0

26

0.32

%

1.48%

1.48%

2.00

%

2.00

%

1.50

%

Curve Data

T = 131.63

L = 262.51

R = 1,430.00

E = 6.05

Curve Data

T = 88.58

L = 176.75

R = 1,060.00

E = 3.69

Curve Data

T = 313.85

L = 610.26

R = 1,060.00

E = 45.49

Curve Data

T = 202.87

L = 400.89

R = 1,060.00

E = 19.24

685

PT

Sta 686

+45.47

PI

Sta 684

+82.18

PC

Sta 689

+75.90

690

PT

Sta 692

+38.4

2

PI

Sta 691

+07.53

PC

Sta 694

+17.7

2

695

PT

Sta 695

+94.46

PI

Sta 695

+06.29

700

PC

Sta 700

+56.03

705

PT

Sta 706

+66.29

PI

Sta 703

+69.88

710

PC

Sta 712

+29.24

715

PT Sta 716+30.1

2

PI Sta 714+32.1

0

Flg

GPGP

Flg

GPGP

Flg

BarnHouse

Comm.

Ho

Comm.

Comm.

VPI +50.000Elv 1,158.44

+0.825%

+1.551%

Len 223.32 ft

1,143.18

1,143.39

1,143.59

1,143.80

1,144.00

1,144.21

1,144.42

1,144.62

1,144.83

1,145.04

1,145.24

1,145.45

1,145.65

1,145.86

1,146.07

1,146.27

1,146.48

1,146.69

1,146.89

1,147.10

1,147.30

1,147.51

1,147.72

1,147.92

1,148.13

1,148.34

1,148.54

1,148.75

1,148.95

1,149.16

1,149.37

1,149.57

1,149.78

1,149.99

1,150.19

1,150.40

1,150.60

1,150.81

1,151.02

1,151.22

1,151.43

1,151.64

1,151.84

1,152.05

1,152.25

1,152.46

1,152.67

1,152.87

1,153.08

1,153.29

1,153.49

1,153.70

1,153.90

1,154.11

1,154.32

1,154.52

1,154.73

1,154.94

1,155.14

1,155.35

1,155.55

1,155.76

1,155.97

1,156.17

1,156.38

1,156.59

1,156.79

1,157.00

1,157.20

1,157.41

1,157.62

1,157.85

1,158.09

1,158.36

1,158.64

1,158.95

1,159.28

1,159.63

1,159.99

1,160.38

1,160.77

1,161.16

1,161.54

1,161.93

1,162.32

1,162.71

1,163.09

1,163.48

1,163.87

1,164.26

1,164.65

1,165.03

1,165.42

1,165.81

1,166.20

1,166.58

1,166.97

1,167.36

1,167.75

1,168.13

1,168.52

1,168.91

1,169.30

1,169.69

1,170.07

1,170.46

1,170.85

1,171.24

1,171.62

1,172.01

1,172.40

1,172.79

1,173.17

1,173.56

1,173.95

1,174.34

1,174.73

1,175.11

1,175.50

1,175.89

1,176.28



10/27/2014

ENGLISHFILE NO.

685 690 695 700 705 710 715

1120

1130

1140

1150

1160

1170

1180

1120

1130

1140

1150

1160

1170

1180

D.5


Banksto

n P

ark R

oad

Ho

D.A. = 2 Ac - Ter R

15" X Approx. 23.9' CMP "T"

18" X 110.1' CMP w/

Sta. 429+48.94, 22.89' Lt.

D.A. = 11 Ac - Ter R

30" X 57.4' CMP

Sta. 418+24.04

Business

House

House

Shed

Ho

Barn

Close

Ent.

+04.50

Prop.

Close

Ent.

+33.00

Prop.

Dit

ch Thru Ent.

+62.5

0 Prop.

W

= 14.0'

Type 'C'

Ent.

+07.50

Prop.

W

= 10.0'

Type 'C'

Ent.

+50.00

Prop.

W

= 24.0'

Type 'C'

Ent.

+24.00

Prop.

W

= 45.0'

Type 'B'

Ent.

+86.00

Prop.

W

= 45.0'

Type 'B'

Ent.

+25.00

Prop.

W

= 18.0'

Type 'C'

Ent.

+68.00

Prop.

W

= 14.0'

Type 'C'

Ent.

+25.00

Prop.

W

= 40.0'

Type 'C'

Ent.

+88.00

Prop.

W

= 14.0'

Type 'C'

Ent.

+02.00

Prop.

W

= 16.0'

Type 'C'

Ent.

+30.50

Prop.

W

= 26.0'

Type 'C'

Ent.

+94.00

Prop.

Curve Data

T = 177.03

L = 350.82

R = 1,060.00

E = 14.68

Curve Data

T = 275.07

L = 501.30

R = 490.00

E = 71.93

715

PT

Sta 716

+30.12

PI

Sta 714

+32.10

720

725

PC

Sta 727

+80.75

730

PT

Sta 731

+31.57

PI

Sta 729

+57.78

735

740

PC

Sta 741

+43.06

745

PT Sta 746+44.3

6

PI

Sta 744

+18.13

Curve Data

T = 202.87

L = 400.89

R = 1,060.00

E = 19.24

Flg

Comm.

Comm.

Ho Gar

Sheds

Barn

Shed

STA 715+30 High Bank Snow Drifting (WBL) STA 731+14 STA 736+42 High Bank Snow Drifting (WBL)

VPI +50.000Elv 1,183.25

+1.551% -2.000%

Len 507.25 ft

VPI +50.000Elv 1,165.25

-2.000%+0.500%

Len 700.00 ft

VPI +00.000Elv 1,168.50

+0.500%

+4.3

00%

Len 450.00 ft

VPI +00.000Elv 1,207.20

+4.3

00%

-1.500%

Len 850.00 ft

1,176.28

1,176.66

1,177.05

1,177.44

1,177.83

1,178.21

1,178.60

1,178.99

1,179.38

1,179.74

1,180.05

1,180.32

1,180.55

1,180.74

1,180.88

1,180.97

1,181.03

1,181.04

1,181.00

1,180.92

1,180.80

1,180.64

1,180.43

1,180.18

1,179.88

1,179.54

1,179.15

1,178.73

1,178.25

1,177.75

1,177.25

1,176.75

1,176.25

1,175.75

1,175.25

1,174.75

1,174.25

1,173.75

1,173.25

1,172.75

1,172.25

1,171.77

1,171.30

1,170.85

1,170.43

1,170.03

1,169.66

1,169.30

1,168.97

1,168.66

1,168.37

1,168.10

1,167.86

1,167.64

1,167.44

1,167.27

1,167.11

1,166.98

1,166.87

1,166.78

1,166.72

1,166.68

1,166.66

1,166.66

1,166.68

1,166.73

1,166.80

1,166.89

1,167.00

1,167.13

1,167.25

1,167.38

1,167.53

1,167.74

1,167.99

1,168.30

1,168.66

1,169.08

1,169.55

1,170.07

1,170.64

1,171.27

1,171.95

1,172.68

1,173.46

1,174.30

1,175.19

1,176.14

1,177.13

1,178.18

1,179.25

1,180.33

1,181.40

1,182.48

1,183.55

1,184.63

1,185.70

1,186.78

1,187.85

1,188.93

1,189.98

1,190.99

1,191.96

1,192.89

1,193.77

1,194.61

1,195.41

1,196.16

1,196.88

1,197.55

1,198.17

1,198.76

1,199.30

1,199.80

1,200.26

1,200.67

1,201.04

1,201.37

1,201.66

1,201.90

1,202.10



10/27/2014

ENGLISHFILE NO.

715 720 725 730 735 740 745

1150

1160

1170

1180

1190

1200

1210

1150

1160

1170

1180

1190

1200

1210

D.6


D.A. = 5 Ac - Ter R24" X 29' CMP2' X 2' X 19' RCB30" X 10.8' Conc PipeSta. 449+88.15

Barn

Barn Barn

House

Shed

House

Ditch

Thru

Ent.

+62.50

Prop.

W

= 20.0'

Type 'C'

Ent.

+03.00

Prop.

W

= 18.0'

Type 'C'

Ent.

+09.00

Prop.

W

= 20.0'

Type 'C'

Ent.

+83.00

Prop.

W

= 16.0'

Type 'C'

Ent.

+74.50

Prop.

W

= 12.0'

Type 'C'

Ent.

+43.00

Prop.

W

= 16.0'

Type 'C'

Ent.

+72.00

Prop.

W = 16.0'

Type 'C'

Ent.

+22.5

0 Prop.

Curv

e Data

T =

275.

07

L =

501.

30

R =

490.

00

E =

71.9

3

Curve Data

T = 621.43

L = 1,172.44

R = 1,430.00

E = 129.19

745

PT

Sta 746

+44.36

PI

Sta 744

+18.13

750

755

PC

Sta 758

+99.08

760

765

770

PT Sta 770+71.5

2

PI

Sta 765+20.5

1

775

GPS

TSTL

P

GP

WH

GP

B

B

Barn

Barn

Barn

Barn

Barn

House

House

STA 752+26 STA 773+38

-1.500%

Len 850.00 ft

VPI +00.000Elv 1,193.70

-1.500%

-2.150%

Len 800.00 ft

VPI +00.000Elv 1,172.20

-2.150%

-1.600%

Len 684.74 ft

1,202.10

1,202.26

1,202.37

1,202.45

1,202.48

1,202.46

1,202.41

1,202.31

1,202.17

1,201.99

1,201.76

1,201.49

1,201.18

1,200.83

1,200.45

1,200.08

1,199.70

1,199.33

1,198.94

1,198.56

1,198.16

1,197.77

1,197.36

1,196.96

1,196.54

1,196.12

1,195.70

1,195.27

1,194.84

1,194.40

1,193.96

1,193.51

1,193.05

1,192.60

1,192.13

1,191.66

1,191.19

1,190.71

1,190.23

1,189.74

1,189.24

1,188.74

1,188.24

1,187.73

1,187.21

1,186.69

1,186.17

1,185.64

1,185.10

1,184.57

1,184.03

1,183.49

1,182.95

1,182.42

1,181.88

1,181.34

1,180.80

1,180.27

1,179.73

1,179.19

1,178.66

1,178.14

1,177.61

1,177.10

1,176.59

1,176.08

1,175.58

1,175.08

1,174.59

1,174.10

1,173.62

1,173.15

1,172.68

1,172.21

1,171.75

1,171.29

1,170.84

1,170.39

1,169.95

1,169.52

1,169.09

1,168.66

1,168.24

1,167.82

1,167.41

1,167.01

1,166.60

1,166.20

1,165.80

1,165.40

1,165.00

1,164.60

1,164.20

1,163.80

1,163.40

1,163.00

1,162.60

1,162.20

1,161.80

1,161.40

1,161.00

1,160.60

1,160.20

1,159.80

1,159.40

1,159.00

1,158.60

1,158.20

1,157.80

1,157.40

1,157.00

1,156.60

1,156.20

1,155.80

1,155.40

1,155.00

1,154.60

1,154.20

1,153.80

1,153.40

1,153.00



10/27/2014

ENGLISHFILE NO.

745 750 755 760 765 770 775

1140

1150

1160

1170

1180

1190

1200

1140

1150

1160

1170

1180

1190

1200

D.7


House

House

Clo

se

Ent.

+50.00

Prop.

W = 16.0'

Type 'C'

Ent.

+22.5

0 Prop.

W

= 26.0'

Type 'C'

Ent.

+88.50

Prop.

W

= 16.0'

Type 'C'

Ent.

+31.50

Prop.

W

= 16.0'

Type 'C'

Ent.

+48.50

Prop.

W

= 12.0'

Type 'C'

Ent.

+64.00

Prop.

W

= 14.0'

Type 'C'

Ent.

+27.00

Prop.

W

= 12.0'

Type 'C'

Ent.

+48.00

Prop.

W

= 20.0'

Type 'C'

Ent.

+75.00

Prop.

Pfeiler R

oad West

Curve Data

T = 555.97

L = 1,034.56

R = 1,140.00

E = 128.35

Curv

e Data

T =

355.

72

L =

686.

41

R =

1,06

0.00

E =

58.1

0

775

780

PC Sta 780+92.0

7

785

790

PT

Sta 791

+26.63

PI Sta 7

86+4

8.04

795

800

PC

Sta 802

+36.42

805

PT

Sta 809

+22.83

PI

Sta 805

+92.15

Flg

STA 799+78High Bank Snow Drifting

VPI +00.000Elv 1,146.60

-1.600% +1.967%

Len 700.00 ft

VPI +00.000Elv 1,176.10

+1.967%

+0.500%

Len 282.57 ft

VPI +75.000Elv 1,180.48

+0.500% -0.500%

Len 150.00 ft

VPI +00.000Elv 1,179.35

-0.500%

Len 275.00 ft

1,153.00

1,152.60

1,152.20

1,151.82

1,151.47

1,151.15

1,150.86

1,150.60

1,150.38

1,150.18

1,150.02

1,149.89

1,149.80

1,149.73

1,149.70

1,149.70

1,149.73

1,149.79

1,149.88

1,150.01

1,150.16

1,150.35

1,150.57

1,150.83

1,151.11

1,151.43

1,151.78

1,152.16

1,152.57

1,153.01

1,153.49

1,153.98

1,154.47

1,154.96

1,155.45

1,155.95

1,156.44

1,156.93

1,157.42

1,157.91

1,158.40

1,158.90

1,159.39

1,159.88

1,160.37

1,160.86

1,161.35

1,161.85

1,162.34

1,162.83

1,163.32

1,163.81

1,164.30

1,164.80

1,165.29

1,165.78

1,166.27

1,166.76

1,167.25

1,167.75

1,168.24

1,168.73

1,169.22

1,169.71

1,170.20

1,170.70

1,171.19

1,171.68

1,172.17

1,172.66

1,173.15

1,173.64

1,174.09

1,174.52

1,174.90

1,175.26

1,175.59

1,175.88

1,176.14

1,176.37

1,176.56

1,176.72

1,176.85

1,176.98

1,177.10

1,177.23

1,177.35

1,177.48

1,177.60

1,177.73

1,177.85

1,177.98

1,178.10

1,178.23

1,178.35

1,178.48

1,178.60

1,178.73

1,178.85

1,178.98

1,179.10

1,179.23

1,179.35

1,179.48

1,179.60

1,179.73

1,179.85

1,179.98

1,180.10

1,180.21

1,180.27

1,180.29

1,180.27

1,180.21

1,180.10

1,179.97

1,179.75

1,179.43

1,179.02

1,178.51

1,177.91



10/27/2014

ENGLISHFILE NO.

775 780 785 790 795 800 805

1130

1140

1150

1160

1170

1180

1190

1130

1140

1150

1160

1170

1180

1190

D.8


Sch

mitt L

ane

D.A. = 15 Ac -

Ter HConc F

lumes4' X 6' X 32' RCB w/

Sta. 522+09.87

D.A. = 93 Ac - Ter H4' X 6' X 41.0' ARCHSta. 506+48.41

D.A. = 11 Ac - Ter H2' X 2' X 46.3' RCBSta. 495+11.46

House

Barn

Barn

Shed

Shed

Close

Ent.

+10.00

Prop.

Close

Ent.

+82.00

Prop.

Clo

se

Ent.

+96.00

Prop.

W =

20.0'

Typ

e 'C'

Ent.

+75.0

0 Pro

p.

W

= 16.0'

Type 'C'

Ent.

+62.00

Prop.

W

= 24.0'

Type 'C'

Ent.

+97.00

Prop.

W

= 18.0'

Type 'C'

Ent.

+42.00

Prop.

W

= 10.0'

Type 'C'

Ent.

+09.00

Prop.

W

= 24.0'

Type 'C'

Ent.

+45.00

Prop.

W

= 12.0'

Type 'C'

Ent.

+60.00

Prop.

Curve Data

T = 355.72

L = 686.41

R = 1,060.00

E = 58.10

Curve Data

T = 204.45

L = 403.94

R = 1,060.00

E = 19.54

Curve Data

T = 133.03

L = 265.30

R = 1,430.00

E = 6.17

PC Sta 802+36.4

2

805

PT

Sta 809

+22.83

PI Sta 805+92.1

5

810

PC

Sta 813

+95.16

815

PT

Sta 817

+99.10

PI

Sta 815

+99.61

820

825

PC

Sta 827

+31.06

PT

Sta 829

+96.36

PI

Sta 828

+64.09

830

835

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGN

SIGNSIGN

SIGN

SIGN

SIGN

Shed

STA 815+62 Snow Drifting - Random Spots (Both Sides)

VPI +00.000Elv 1,179.35

-4.700%

Len 275.00 ft

VPI +00.000Elv 1,160.55

-4.700%+3.00

0%

Len 450.00 ft

VPI +25.000Elv 1,173.30

+3.00

0%-4.830%

Len 350.00 ft

VPI +75.000Elv 1,137.08

-4.830% +5.4

00%

Len 700.00 ft

VPI +50.000Elv 1,189.73

+5.4

00%

-3.750%

Len 500.00 ft

-3.750%

1,177.91

1,177.21

1,176.42

1,175.53

1,174.55

1,173.47

1,172.30

1,171.13

1,170.01

1,168.99

1,168.09

1,167.29

1,166.59

1,166.00

1,165.52

1,165.15

1,164.89

1,164.73

1,164.67

1,164.73

1,164.89

1,165.16

1,165.54

1,166.02

1,166.61

1,167.30

1,168.05

1,168.73

1,169.27

1,169.68

1,169.94

1,170.06

1,170.04

1,169.88

1,169.58

1,169.14

1,168.56

1,167.85

1,166.99

1,165.99

1,164.85

1,163.64

1,162.44

1,161.23

1,160.02

1,158.81

1,157.61

1,156.40

1,155.19

1,153.98

1,152.82

1,151.75

1,150.77

1,149.89

1,149.09

1,148.38

1,147.77

1,147.25

1,146.82

1,146.48

1,146.23

1,146.07

1,146.01

1,146.03

1,146.15

1,146.36

1,146.66

1,147.05

1,147.53

1,148.10

1,148.77

1,149.52

1,150.37

1,151.31

1,152.34

1,153.46

1,154.68

1,155.98

1,157.33

1,158.68

1,160.03

1,161.38

1,162.73

1,164.08

1,165.43

1,166.78

1,168.13

1,169.48

1,170.83

1,172.18

1,173.53

1,174.88

1,176.23

1,177.52

1,178.70

1,179.76

1,180.71

1,181.55

1,182.27

1,182.88

1,183.37

1,183.75

1,184.01

1,184.16

1,184.19

1,184.11

1,183.92

1,183.61

1,183.19

1,182.65

1,182.00

1,181.23

1,180.35

1,179.42

1,178.48

1,177.60

1,176.82

1,176.16

1,175.61

1,175.16

1,174.83


DESIGN TEAM PROJECT NUMBER SHEET NUMBER COUNTY REVISED

Med Med

10/27/2014

ENGLISHFILE NO.

805 810 815 820 825 830 835

1130

1140

1150

1160

1170

1180

1190

1130

1140

1150

1160

1170

1180

1190

D.9


D.A. = 15 Ac - Ter HConc Flumes4' X 6' X 32' RCB w/Sta. 522+09.87

D.A. = 389 Ac - Ter R10' X 6' X 64.0' RCBSta. 544+74.42

House

Barn

Barn

Gar

House

Ho

Ho

Ho

Ho

House

Shed

Barn

Shed

House

W

= 14.0'

Type 'C'

Ent.

+68.00

Prop.

W

= 14.0'

Type 'C'

Ent.

+40.50

Prop.

W

= 12.0'

Type 'C'

Ent.

+62.00

Prop.

W

= 16.0'

Type 'C'

Ent.

+16.00

Prop.

W

= 14.0'

Type 'C'

Ent.

+55.00

Prop.

W

= 12.0'

Type 'C'

Ent.

+00.00

Prop.

W

= 24.0'

Type 'C'

Joint

Ent.

+70.00

Prop.

W

= 14.0'

Type 'C'

Ent.

+95.50

Prop.

Curve Data

T = 277.66

L = 551.41

R = 1,900.00

E = 20.18

Curve Data

T = 148.76

L = 295.59

R = 1,060.00

E = 10.39

835

840

845

PC

Sta 845

+62.89

850

PT

Sta 851

+14.30

PI

Sta 848

+40.54

855

860

PC

Sta 861

+85.09

PT

Sta 864

+80.6

8

PI

Sta 863

+33.85

865W

= 15.0'

Type 'C'

Joint

Ent.

+58.00

Prop.

Close Ent.

+10.0

0 Pro

p.

LP

Flg

ST

Snow Drifting - Random Spots (Both Sides)

VPI +50.000Elv 1,170.98

+3.27

5%

Len 400.00 ft

+3.27

5% -4.150%

Len 875.00 ft

VPI +50.000Elv 1,166.71-4.150%

-6.100%

Len 475.00 ft

STA 857+86

VPI +40.000Elv 1,100.22

-6.100%

+3.8

25%

Len 550.00 ft

1,174.83

1,174.61

1,174.49

1,174.49

1,174.59

1,174.81

1,175.13

1,175.57

1,176.11

1,176.77

1,177.53

1,178.35

1,179.17

1,179.99

1,180.80

1,181.56

1,182.28

1,182.94

1,183.54

1,184.10

1,184.60

1,185.04

1,185.44

1,185.78

1,186.07

1,186.30

1,186.49

1,186.62

1,186.69

1,186.71

1,186.68

1,186.60

1,186.47

1,186.28

1,186.04

1,185.74

1,185.39

1,184.99

1,184.54

1,184.03

1,183.47

1,182.86

1,182.19

1,181.47

1,180.70

1,179.87

1,178.99

1,178.06

1,177.08

1,176.05

1,174.98

1,173.89

1,172.78

1,171.64

1,170.47

1,169.28

1,168.06

1,166.82

1,165.55

1,164.26

1,162.94

1,161.59

1,160.22

1,158.83

1,157.40

1,155.96

1,154.48

1,152.98

1,151.46

1,149.94

1,148.41

1,146.89

1,145.36

1,143.84

1,142.31

1,140.79

1,139.26

1,137.74

1,136.21

1,134.69

1,133.16

1,131.64

1,130.11

1,128.59

1,127.06

1,125.54

1,124.01

1,122.49

1,120.96

1,119.44

1,117.91

1,116.39

1,114.97

1,113.66

1,112.46

1,111.38

1,110.41

1,109.55

1,108.80

1,108.16

1,107.64

1,107.23

1,106.94

1,106.76

1,106.69

1,106.73

1,106.88

1,107.15

1,107.53

1,108.03

1,108.63

1,109.35

1,110.19

1,111.12

1,112.08

1,113.03

1,113.99

1,114.95

1,115.90

1,116.86

1,117.81



10/27/2014

ENGLISHFILE NO.

835 840 845 850 855

1120

1130

1140

1150

1160

1170

1180

1120

1130

1140

1150

1160

1170

1180

860 865

1080

1090

1100

1110

1120

1130

1140

1080

1090

1100

1110

1120

1130

1140

D.10


VPI +00.000Elv 1,156.06

+3.8

25%

+0.860%

Len 666.79 ft

VPI +00.000Elv 1,162.08

+0.860%

+3.9

50%

Len 400.00 ft

1,175.91

1,117.81

1,118.77

1,119.73

1,120.68

1,121.64

1,122.59

1,123.55

1,124.51

1,125.46

1,126.42

1,127.38

1,128.33

1,129.29

1,130.24

1,131.20

1,132.16

1,133.11

1,134.07

1,135.03

1,135.98

1,136.94

1,137.89

1,138.85

1,139.81

1,140.76

1,141.72

1,142.67

1,143.63

1,144.56

1,145.47

1,146.34

1,147.19

1,148.02

1,148.81

1,149.58

1,150.31

1,151.03

1,151.71

1,152.36

1,152.99

1,153.59

1,154.16

1,154.71

1,155.22

1,155.71

1,156.17

1,156.60

1,157.01

1,157.39

1,157.73

1,158.06

1,158.35

1,158.62

1,158.85

1,159.07

1,159.29

1,159.50

1,159.72

1,159.93

1,160.15

1,160.36

1,160.60

1,160.89

1,161.22

1,161.61

1,162.04

1,162.52

1,163.05

1,163.63

1,164.25

1,164.92

1,165.65

1,166.42

1,167.24

1,168.10

1,169.02

1,169.98

1,170.97

1,171.96

1,172.94

1,173.93

1,174.92

1,175.91



10/27/2014

ENGLISHFILE NO.

865 870 875 880 885

1110

1120

1130

1140

1150

1160

1170

890

1150

1160

1170

1180

1190

1200

1210

D.11

Shed

Tollg

ate R

oad

Holy Cross R

oad

865

870

875 8

80

885

890

895

W

= 20.0'

Type 'C'

Ent.

+73.00

Prop.

W

= 10.0'

Type 'C'

Ent.

+58.50

Prop.