Plan Set_Final.pdf

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : N/A

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA GENERAL NOTES

LAYOUT NAME - General Notes

DIGGERS HOTLINE

Dial or (800)242-8511 www.DiggersHotline.com

1. NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER.

2. ALL OPENINGS OF HOLES BELOW SUBGRADE RESULTING FROM REMOVALS OR ABANDONMENTS SHALL BE BACKFILLED UNDERNEATH THE PATH WITH COMPACTED GRANULAR BACKFILL BASE AGGREGATE DENSE 1.25". GRANULAR BACKFILL SHALL BE INCIDENTAL TO THE REMOVAL ITEM.

3. THERE MAY BE EXISTING UTILITY INSTALLATIONS IN THE AREA THAT ARE NOT SHOWN. THE CONTRACTOR SHALL NOTIFY DIGGERS HOTLINE AND AFFECTED UTILITIES PRIOR TO THE START OF WORK. ANY MUNICIPAL UTILITY WHICH IS NOT A MEMBER OF THE DIGGERS HOTLINE MUST BE CONTACTED

SEPARATELY.

4. A SAWED JOINT IS REQUIRED WHERE NEW HMA PAVEMENT MEETS EXISTING ASPHALTIC CONCRETE SURFACE.

5. THE EXACT LOCATIONS OF ANY EROSION CONTROL DEVICES WILL BE DETERMINED BY THE ENGINEER. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL SUCH TIME AS THE ENGINEER DETERMINES THE MEASURE IS NO LONGER NECESSARY. REMOVAL OF EROSION CONTROL DEVICES

SHALL BE INCIDENTAL TO THEIR RESPECTIVE BID ITEMS.

6. EROSION CONTROL DEVICES SHALL BE PLACED IN SEQUENCE WITH CONSTRUCTION, OPERATIONS OR AS DETERMINED BY THE ENGINEER.

7. THE BASE AGGREGATE DENSE 1.25" WEIGHT CALCULATIONS ARE BASED ON 2.0 TONS/CY.

GENERAL NOTES

KENOSHA COUNTY DPW - HIGHWAYS

MR. DOUGLAS COEUR

PROJECT ENGINEER

19600 75TH STREET, SUITE 122-1

BRISTOL, WI 53104

(262) 653-1870

DOUGLAS.COEUR@KENOSHACOUNTY.ORG

MR. CLEMENT ABONGWA

DIRECTOR OF HIGHWAYS

19600 75TH STREET, SUITE 122-1

BRISTOL, WI 53104

(262) 653-1870

CLEMENT.ABONGWA@KENOSHACOUNTY.ORG

WISCONSIN DNR

DNR SERVICE CENTER

MR. CRAIG WEBSTER

141 NW BARSTOW ST, ROOM 180

WAUKESHA, WI 53188

(262) 574-2141

CRAIG.WEBSTER@WI.GOV

UTILITIES

SOMERS WATER UTILITY DEPARTMENT

SOMERS WATER & WASTEWATER UTILITY

MR. JERRY SMITH

7511 12TH STREET

KENOSHA, WI 53144

(262) 859-2822

GSMITH@SOMERS.ORG

0+00

5+00

+0

15+00

20+00

25+00

30+00

+0

40+00

45+00

50+00

55+00

60+00

65+00

+0

75+00 80+00

85+00

+0

+0

0+

104+11

0+00

5+00 5+42

0 66

0+00

5+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00 50+00

+0

+0

65+00

70+00

+0

80+00

85+0090+0095+00

100+00

5+

0+

5+

115+39

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:300 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA PROJECT LOCATION

LAYOUT NAME - Project Location

0+00.00 "JUNIOR LINKS"

EASTING: 2573727.02

NORTHING: 245283.81

5+42.00 "JUNIOR LINKS"

EASTING: 2574108.85

NORTHING: 245086.17

0+00.00 "B9"

EASTING: 2573794.25

NORTHING: 245328.95

0+00.00 "F9"

EASTING: 2573610.02

NORTHING: 245307.39

104+10.84 "F9" 115+39.35 "B9"

EASTING: 2573688.52

NORTHING: 245298.51

CTH "A" / 7TH ST

ST

H "3

1"

G

RE

EN

B

AY

R

D

LINE "B9"

LINE "B9"

LINE "F9"

LINE "F9"PETRIFYING SPRINGS PKW

Y

PE

TR

IF

YI

N G

SP

RI

N G

S

PK

W Y

PIKE RIVER

PIKE RIVER

PETRIFYING SPRINGS GOLF COURSE

COUNTY OF KENOSHA

4909 7TH ST

PETRIFYING SPRINGS PARK

COUNTY OF KENOSHA

5555 7TH ST

COUNTY OF KENOSHA

5555 7TH ST

BOARD OF

REGENT

UNIVERSITY OF

WISCONSIN

900 WOOD RD

APP. EXIST. R/W

APP. EXIST. R/W

AP

P.

E

XI

ST

. R

/W

AP

P.

E

XI

ST

. R /W

AP

P.

E

XI

ST

AP

P.

EX

IS

T.

SURROUNDING PARCEL INFORMATION

PARCEL OWNER ADDRESS

1 LESLIE S BURHANI 4620 7TH ST

2 SHERI L HOLBORN 4510 7TH ST

3 PAUL A CAPELLI 4500 7TH ST

4 BRADDEN C BACKER 4426 7TH ST

5 GREGORY J CAPELLI 4334 7TH ST

6 GREGORY D SIEDJAK 4316 7TH ST

1 2 3 4 5 6

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN: 4 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA TYPICAL SECTIONS

LAYOUT NAME - Typical Sections_1

EXISTING 3" BASE AGGREGATE

PULVERIZED EXISTING 3" HMA

3HMA

8.0'

PROPOSED PATH

6.0'

SD

6.0'

SD

EXISTING SURFACE EXISTING SURFACE

MATCH EXISTING

PAVEMENT GRADE

PROPOSED PATH TYPICAL SECTION

8.0'

PROPOSED PATH

2.0'

WIDENING

EXISTING 3" BASE AGGREGATE

PULVERIZED EXISTING 3" HMA

3HMA

6AG

CL / ALI "F9, B9, AND JUNIOR LINKS"

CL / ALI "F9, B9, AND JUNIOR LINKS"

MATCH EXISTING

PAVEMENT GRADE

6.0'

SD

6.0'

EXISTING SURFACE

EXISTING SURFACE

VARIES

4.17% (TYP.)

PROPOSED PATH WITH WIDENING

AND ADDED PARKING

TYPICAL SECTION

EXISTING 3" BASE AGGREGATE

EXISTING 3" HMA

6.0' - 8.0'

EXISTING PATH

VARIES VARIESVARIES

EXISTING SURFACE EXISTING SURFACE

EXISTING PATH TYPICAL SECTION

LEGEND

1.5" ASPHALTIC SURFACE (HMA PAVEMENT 4 MT 58-28 S) ON

1.5 BINDER COURSE (HMA PAVEMENT 3 MT 58-28 S)

(TO BE PAVED BY KENOSHA COUNTY)

6" BASE AGGREGATE DENSE 1.25"

SEEDING MIXTURE

(WORK TO BE PERFORMED BY KENOSHA COUNTY)

SD

3HMA

6AG

VARIES

4.17% (TYP.)

VARIES

4.17% (TYP.)

6AG

2.0'

ADDED PARKING WIDTH

VARIES

4.17% (TYP.)

SD

3HMA

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN: 4 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA TYPICAL SECTIONS - POTENTIAL DRAINAGE ISSUE OPTIONS

LAYOUT NAME - Typical Sections_2

EXISTING 3" BASE AGGREGATE

PULVERIZED EXISTING 3" HMA

3HMA

8.0'

PROPOSED PATH

6.0'6.0'

SD

EXISTING SURFACE

MATCH EXISTING

PAVEMENT GRADE

PROPOSED PATH POTENTIAL

DRAINAGE ISSUE - CULVERT OPTION

TYPICAL SECTION

8.0'

PROPOSED PATH

EXISTING 3" BASE AGGREGATE

PULVERIZED EXISTING 3" HMA

3HMA

CL / ALI "F9, B9, AND JUNIOR LINKS"

CL / ALI "F9, B9, AND JUNIOR LINKS"

MATCH EXISTING

PAVEMENT GRADE

6.0'

SD

6.0'

EXISTING SURFACE

LEGEND

1.5" ASPHALTIC SURFACE (HMA PAVEMENT 4 MT 58-28 S) ON

1.5 BINDER COURSE (HMA PAVEMENT 3 MT 58-28 S)

(TO BE PAVED BY KENOSHA COUNTY)

SEEDING MIXTURE

(WORK TO BE PERFORMED BY KENOSHA COUNTY)

SD

3HMA

VARIES

5:1 (TYP.)

1.0'6.0'

VARIES

5:1 (TYP.)

SDVARIES

5:1 (TYP.) VARIES

5:1 (TYP.)

EXISTING SURFACE

PROPOSED PATH POTENTIAL

DRAINAGE ISSUE - GRADING OPTION

TYPICAL SECTION

VARIES

4:1 (MAX.)SD

EXISTING SURFACE

VARIES

4.17% (TYP.)

4" UNPERFORATED

UNDERDRAIN PIPE

SD SD

NOTE: OPTION TO RECTIFY POTENTIAL

DRAINAGE ISSUES BY GRADING OR BY

USING UNDERDRAIN TO BE

DETERMINED BY ENGINEER PRIOR TO

OR DURING CONSTRUCTION, THERE IS

A POTENTIAL THAT NO UNDERDRAIN

WILL BE USED

3HMA

8.0'

PROPOSED PATH

2.0'2.0'

SD

EXISTING SURFACE

MATCH EXISTING

PAVEMENT GRADE

3.0'

VARIES

5:1 (TYP.)

SD

VARIES

5:1 (TYP.)

EXISTING SURFACE

SD SD

3.0'

6AG

12C

VARIES4:1 (TYP.)

VARIES

4:1 (TYP.)

PROPOSED PATH WITH CULVERT

TYPICAL SECTION

CULVERT PIPE CORRUGATED STEEL 12 INCH

WITH APRON ENDWALLS

12C

6" BASE AGGREGATE

DENSE 1.25"

6AG

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN: 250 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA REMOVAL/PULVERIZING PLAN

LAYOUT NAME - Removal Plan_1

0+00.00 "JUNIOR LINKS"

EASTING: 2573727.02

NORTHING: 245283.81

5+42.00 "JUNIOR LINKS"

EASTING: 2574108.85

NORTHING: 245086.17

0+00.00 "B9"

EASTING: 2573794.25

NORTHING: 245328.95

0+00.00 "F9"

EASTING: 2573610.02

NORTHING: 245307.39

104+10.84 "F9" 115+39.35 "B9"

EASTING: 2573688.52

NORTHING: 245298.51

CT

H

"A

TH

S T

LINE "B9"

LINE "F9"

AP

P.

E

XI

ST

. R

/W

APP. EXIST. R/W

LINE "JUNIOR LINKS"

4+85 "B9"

24' LT

REMOVE CURB: 12 LF

CONCRETE CURB TYPE D: 12 LF

81+74 "B9"

81+89 "B9"

PE

TR

IF

YI

N G

S

PR

IN

G

S

PK

W Y

PETRIFYING

SPRINGS PKWY

LEGEND

PULVERIZE, GRADE, COMPACT,

AND RELAY EXISTING ASPHALT

LINE "F9" PULVERIZED AREA: 8,951 SY

LINE "B9" PULVERIZED AREA: 2,928 SY

LINE "B9" PULVERIZED AREA: 7,120 SY

LINE "JUNIOR LINKS" PULVERIZED AREA: 399 SY

NOTE:

-ALIGNMENT LINE(S) NOT SHOWN FOR CLARITY PURPOSES

-AFTER PULVERIZING ASPHALT, REMOVE ANY PULVERIZED

MATERIAL (PAID FOR UNDER "REMOVING ASPHALT

PAVEMENT") AND ANY UNDERLYING BASE AGGREGATE

(PAID FOR UNDER "COMMON EXCAVATION") OUTSIDE

LIMITS OF PROPOSED PATH , AND FILL WITH BORROW TO

1.5" BELOW EXISTING SURFACE

-TREE REMOVAL TO BE PERFORMED BY KENOSHA

COUNTY

1+32 "B9"

REMOVE

CURB: 20 LF

4+56 "B9"

39' LT

REMOVE CURB: 9 LF

PULVERIZED AREA: 24 SY

CONCRETE CURB TYPE D: 9 LF

4+45 "B9"

REMOVE CURB: 17 LF

4+75 "B9"

REMOVE

CURB: 17 LF

PIKE RIVER

REMOVE

TREE (SEE

NOTE)

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:200 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA REMOVAL/PULVERIZING PLAN

LAYOUT NAME - Removal Plan_2

CT

H

"A

TH

S T

LINE "B9"

AP

P.

E

XI

ST

. R

/W

APP. EXIST. R/W

4+85 "B9"

24' LT

REMOVE CURB: 12 LF

81+74 "B9"

81+89 "B9"

PETRIFYING SPRINGS PKWY

LEGEND

PULVERIZE, GRADE, COMPACT, AND

RELAY EXISTING ASPHALT

LINE "B9" PULVERIZED AREA: 7,120 SY

NOTE:

-ALIGNMENT LINE(S) NOT SHOWN FOR CLARITY PURPOSES

-AFTER PULVERIZING ASPHALT, REMOVE ANY PULVERIZED MATERIAL (PAID FOR UNDER "REMOVING

ASPHALT PAVEMENT") AND ANY UNDERLYING BASE AGGREGATE (PAID FOR UNDER "COMMON

EXCAVATION") OUTSIDE LIMITS OF PROPOSED PATH , AND FILL WITH BORROW TO 1.5" BELOW

EXISTING SURFACE

-EXISTING UNDERDRAIN TO BE REPLACED BY KENOSHA COUNTY

APP. EXIST. ⅊

APP. EXIST. ⅊

PI

KE

R

IV

ER

REPLACE EXISTING UNDERDRAIN

(SEE NOTE)

REMOVE AND REPLACE

EXISTING CULVERT

5+

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00 50+00

55+00

60+00

65+00

70+00

+0

+0

+0

90+00

95+00

100+00

104+11

0+00

5+00

5+42

0+00

5+00

+0

+0

+0

100+00

105+00

110+00

115+00 115+39

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:200 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA REALIGNED SECTIONS - LINE "F9"

LAYOUT NAME - Alignment Plan_1

LINE "F9"

LINE "F9" REALIGNED SECTIONS

STATION EASTING NORTHING

0+00.00 2573610.02 245307.39

0+18.17 2573591.84 245307.61

1+05.49 2573505.36 245318.28

2+09.20 2573402.80 245332.63

32+08.52 2572623.88 244169.91

32+72.46 2572581.67 244122.13

32+87.66 2572573.73 244111.06

33+37.46 2572541.20 244125.58

33+51.09 2572544.91 244138.69

34+20.08 2572541.12 244206.32

55+87.22 2573027.74 243283.42

56+42.54 2573075.50 243258.85

56+71.61 2573103.47 243251.64

57+46.98 2573169.85 243215.94

58+03.58 2573224.47 243204.27

58+25.59 2573246.42 243205.86

58+63.16 2573282.31 243197.06

59+01.34 2573314.79 243176.99

93+93.56 2573164.28 244584.41

95+37.66 2573220.14 244715.67

95+95.87 2573229.16 244773.17

97+18.94 2573269.23 244888.84

97+45.32 2573280.62 244912.62

98+25.41 2573310.47 244986.94

98+46.63 2573322.33 245004.33

LINE "F9" REALIGNED CURVES

CURVE NO. P.C. P.T. RADIUS LENGTH DELTA

DEGREE

CURVITURE

C1 0+18.17 1+05.49 396.00 87.33 12.64 14.47

C2 1+05.49 2+09.20 552.00 103.71 10.76 10.38

C3 32+08.52 32+72.46 239.00 63.95 15.33 23.97

C4 32+58.65 32+86.13 250.00 15.20 3.48 22.92

C5 32+86.13 33+37.50 18.00 51.37 163.52 318.31

C6 33+51.13 34+20.13 104.00 68.99 38.01 55.09

C7 55+87.26 56+42.58 66.00 55.32 48.02 86.81

C8 56+42.58 56+71.65 74.00 29.07 22.51 77.43

C9 57+47.02 58+03.63 100.00 56.60 32.43 57.30

C10 58+25.64 58+63.20 60.00 37.57 35.87 95.49

C11 93+93.60 95+37.71 292.00 144.10 28.28 19.62

C12 95+95.91 97+18.98 346.00 123.07 20.38 16.56

C13 97+18.98 97+45.36 204.00 26.38 7.41 28.09

C14 97+45.36 98+25.45 292.00 144.10 28.28 19.62

C15 98+25.45 98+46.67 49.00 21.22 24.81 116.93

0+00.00 "F9"

P.C. 0+18.17 "F9"

P.C. / P.T. 1+05.49 "F9"

P.C. / P.T. 2+09.20 "F9"

P.C. / P.T. 32+08.52 "F9"

P.C. / P.T. 32+87.66 "F9"

P.T. 33+37.46 "F9" P.C. 33+51.09 "F9"

P.C. / P.T. 34+20.08 "F9"

P.C. / P.T. 55+87.22 "F9"

P.C. / P.T. 56+42.54 "F9" P.T. 56+71.61 "F9"

P.C. 57+46.98 "F9"

P.C. 58+25.59 "F9"

P.T. 58+63.16 "F9" 59+01.34 "F9"

P.T. 58+03.58 "F9"

LINE "F9"

P.C. / P.T. 32+72.46 "F9"

LINE "B9"

C1

C2

C3

C4

C5

C6

C7

C8

C9

C10 P.C. 93+93.56 "F9"

P.T. 95+37.66 "F9"

P.C. 95+95.87 "F9"

P.C. / P.T. 97+18.94 "F9"

P.C. / P.T. 97+45.32 "F9"

P.C. / P.T. 98+25.41 "F9"

P.C. / P.T. 98+46.63 "F9"

C11

C12

C13 C14

C15

NOTE: THE REMAINDER OF THE ALIGNMENT (NOT

CALLED OUT TO THE LEFT) SHALL BE OFFSET 4 FT

TO THE LEFT OF THE RIGHT EDGE OF THE EXISTING

PATH

65+00

70+00

+0

104+11

0+00

5+00

5+42

0+00

5+00

10+00

15+00 20+00

25+00

30+00

35+00

40+00

45+00 50+00

55+00 60+00

+0

70+00 75+00

+0

+0

110+00

115+00 115+39

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:200 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA REALIGNED SECTIONS - LINE "B9"

LAYOUT NAME - Alignment Plan_2

CT

H

"A

TH

S T

LINE "B9"

AP

P.

E

XI

ST

. R

/W

APP. EXIST. R/W

PETRIFYING SPRINGS PKWY

NOTE: THE REMAINDER OF THE ALIGNMENT (NOT

CALLED OUT ABOVE) SHALL BE OFFSET 4 FT TO THE

LEFT OF THE RIGHT EDGE OF THE EXISTING PATH

APP. EXIST. ⅊

PIKE RIVER

P.C. / P.T. 5+43.90 "B9"

P.T. 6+87.56 "B9"

P.C. 4+94.04 "B9"

P.C. 7+15.70 "B9"

P.C. / P.T. 7+56.67 "B9"

P.C. / P.T. 7+92.40 "B9"

P.C. / P.T. 8+96.92 "B9"

P.C. / P.T. 10+07.88 "B9"

P.T. 4+14.95 "B9"

P.C. 3+70.06 "B9" P.T. 3+01.45 "B9"

P.C. 1+10.27 "B9"

P.C. / P.T. 2+74.90 "B9"

P.C. 56+54.89 "B9" P.C. / P.T. 56+87.67 "B9"

P.C. / P.T. 63+23.35 "B9"

P.C. 64+10.35 "B9"

P.T. 63+59.42 "B9"

P.T. 55+37.63 "B9"

P.C. 108+47.93 "B9"

107+29.03 "B9"

P.C. / P.T. 109+58.47 "B9"

110+69.20 "B9"

LINE "B9" REALIGNED SECTIONS

STATION EASTING NORTHING

0+00.00 2573794.25 245328.95

1+10.27 2573792.92 245439.21

2+74.90 2573896.91 245544.47

3+01.45 2573922.90 245539.76

3+70.06 2573987.14 245515.66

4+14.95 2574031.15 245514.83

4+94.04 2574106.20 245539.79

5+43.90 2574147.42 245566.84

6+87.56 2574274.46 245624.75

7+15.70 2574302.59 245625.16

7+56.67 2574342.67 245617.93

7+92.40 2574377.59 245611.41

8+96.92 2574482.09 245613.29

10+07.88 2574592.72 245607.23

10+77.94 2574630.45 245651.97

11+40.31 2574669.99 245961.96

17+28.67 2575258.31 245698.76

17+68.30 2575297.09 245691.77

55+37.63 2575134.50 243231.97

56+54.89 2575137.59 243349.19

56+87.67 2575135.77 243381.88

63+23.35 2575157.27 244014.03

63+59.42 2575161.41 244049.81

64+10.35 2575162.91 244100.72

107+29.03 2573644.96 244637.40

108+47.93 2573744.31 244702.72

109+58.47 2573786.87 244798.33

110+69.20 2573770.13 244907.79

LINE "B9" REALIGNED CURVES

CURVE NO. P.C. P.T. RADIUS LENGTH DELTA

DEGREE

CURVITURE

C1 1+10.27 2+74.90 104.00 164.62 90.69 55.09

C2 2+74.90 3+01.45 74.00 26.56 20.56 77.43

C3 3+70.06 4+14.95 66.00 44.88 38.96 86.81

C4 4+94.04 5+43.90 96.00 49.86 29.76 59.68

C5 5+43.90 6+87.56 174.00 143.66 47.31 32.93

C6 7+15.70 7+56.68 106.00 40.98 22.15 54.05

C7 7+56.68 7+91.55 97.00 35.72 21.10 59.07

C8 7+91.55 8+96.00 2811.00 104.53 2.13 2.04

C9 8+96.00 10+07.84 607.00 110.95 10.47 9.44

C10 10+77.94 11+40.31 40.00 62.37 89.34 143.24

C11 17+28.67 17+68.30 105.00 104.98 21.63 54.58

C12 56+68.77 57+01.55 196.00 32.78 9.58 29.23

C13 57+01.55 63+37.24 1835.00 635.69 19.85 3.12

C14 63+37.24 63+73.31 196.00 36.07 10.54 29.23

C15 108+61.81 109+72.36 97.00 110.54 65.29 59.07

LINE "B9"

C1

C2

C3

C4 C5

C7 C6

C8

C9

C12 C13

C14

C15

0+00.00 "B9"

C10

C11

P.C.10+77.94 "B9"

P.T. 11+40.31 "B9"

P.C. 17+28.67 "B9"

P.C. / P.T. 17+68.30 "B9"

+0

15+00

20+00

25+00

30+00

+0

40+00

45+00

50+00

55+00

60+00

65+00

+0

75+00 80+00

85+00

+0

+0

0+

104+11

0+00

5+00 5+42

0 66

0+00

5+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00 50+00

+0

+0

65+00

70+00

+0

80+00

85+0090+0095+00

100+00

5+

0+

5+

115+39

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:300 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA GRADING AND DRAINAGE PLAN

LAYOUT NAME - Grading Plan

0+00.00

"JUNIOR LINKS"

5+42.00 "JUNIOR LINKS"

0+00.00 "B9"0+00.00 "F9"

104+10.84 "F9" 115+39.35 "B9"

CTH "A" / 7TH ST

ST

H "3

1"

G

RE

EN

B

AY

R

D

LINE "B9"

LINE "B9"

LINE "F9"

LINE "F9"PETRIFYING SPRINGS PKW

Y

PE

TR

IF

YI

N G

SP

RI

N G

S

PK

W Y

PIKE RIVER

PIKE RIVER

APP. EXIST. R/W

APP. EXIST. R/W

AP

P.

E

XI

ST

. R

/W

AP

P.

E

XI

ST

. R /W

AP

P.

E

XI

ST

AP

P.

EX

IS

T.

LI

NE

"F 9"

ED

GE

O F

PA

VE

M

EN

T

ED

GE

O F

PA

VE

M

EN

T

SL

OP

E

IN

TE

RC

EP

T

SL

OP

E

IN

TE

RC

EP

T

T

Y

P

V

A

R

I

E

S

T

Y

P

T

Y

P

ZOOMED-IN SECTION

LEGEND

SLOPE INTERCEPT

NOTES: SLOPES MAY VARY FROM 4.2% SHOWN, USE SLOPE CALCULATED TO TIE IN

6' FROM THE EDGE OF PAVEMENT, FILL AREAS ADJACENT TO PATH WITH BORROW

1.5" BELOW PROPOSED SLOPE. THE TOP 1.5" OF SLOPE TO BE FILLED WITH TOPSOIL

(TOPSOIL WORK TO BE PERFORMED BY OTHERS)

POTENTIAL DRAINAGE AREA ISSUE(S) MAY OCCUR IN LOCATIONS WHERE 3"

PAVEMENT HEIGHT INCREASE CREATES A DAM, SPECIAL GRADING MAY NEED TO

OCCUR OR CULVERTS CONSTRUCTED TO PASS STORM WATER

EXCESS SOILS ARE TO BE HAULED OFF SITE OR ENCLOSED WITH AN APPROVED

SEDIMENT CONTROL DEVICE WITHIN 48 HOURS

SOIL PILES LEFT UNDISTURBED FOR 2 OR MORE DAYS WILL NEED BE STABILIZED BY

AN APPROVED METHOD OR WILL REQUIRE PROPER EROSION CONTROL AS

DIRECTED BY THE ENGINEER

DA

(TYP.)

POTENTIAL DRAINAGE AREA CONCERNDA

DA

(TYP.)

DA

(TYP.)

DA

(TYP.)

DA

(TYP.)

DA

(TYP.)

DA

(TYP.)

DA

(TYP.)DA

(TYP.)

DA

(TYP.)

DA

(TYP.)

DA

(TYP.)

DA (TYP.)

DA

(TYP.)

DA

(TYP.)

DA

(TYP.)

5+

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00 50+00

55+00

60+00

65+00

70+00

+0

+0

+0

90+00

95+00

100+00

104+11

0+00

5+00

5+42

0+00

5+00

+0

+0

+0

100+00

105+00

110+00

115+00 115+39

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:200 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA PAVEMENT PLAN - LINE "F9"

LAYOUT NAME - Pavement Plan_1

0+00.00 "JUNIOR LINKS"

EASTING: 2573727.02

NORTHING: 245283.81

5+42.00 "JUNIOR LINKS"

EASTING: 2574108.85

NORTHING: 245086.17

0+00.00 "B9"

EASTING: 2573794.25

NORTHING: 245328.95

0+00.00 "F9"

EASTING: 2573610.02

NORTHING: 245307.39

104+10.84 "F9" 115+39.35 "B9"

EASTING: 2573688.52

NORTHING: 245298.51

LINE "F9"

LINE "JUNIOR LINKS"

PE

TR

IF

YI

N G

S

PR

IN

G

S

PK

W Y

LINE "F9" PAVEMENT AREA: 9,775 SY

(ASPHALT (INCLUDING ADDED PARKING

WIDTHS) TO BE PAVED BY KENOSHA

COUNTY)

LINE "JUNIOR LINKS" PAVEMENT AREA: 490 SY

(ASPHALT TO BE PAVED BY KENOSHA COUNTY)

PI

KE

R

IV

ER

24P

24P

24P x 2

24P

6AG

6AG

6AG

6AG

24P

6AG

5+36.30 "JUNIOR LINKS" 8

T

Y

P

24P2 x

6AG

24P

6AG

24P

6AG

3HMA

ADDED PARKING WIDTH LIMITS

FROM (LINE "F9") TO (LINE "F9")

LENGTH

0+72.00 1+90.00 236.00

15+00.00 16+30.00 130.00

21+00.00 21+50.00 50.00

23+38.00 24+38.00 100.00

33+13.00 33+39.00 132.00

38+37.00 40+37.00 400.00

47+05.00 48+05.00 100.00

57+55.00 59+05.00 150.00

70+60.00 71+55.00 95.00

86+16.00 87+35.00 119.00

SUBTOTAL = 1512.00

LINE "B9"

LEGEND

24P

6AG

24P

6AG

ADDED PARKING WIDTH 24"

(3HMA CROSS SECTION, TO BE PAVED BY KENOSHA COUNTY )

6" BASE AGGREGATE DENSE 1.25"

1.5" ASPHALTIC SURFACE (HMA PAVEMENT 4 MT 58-28 S) ON

1.5" BINDER COURSE(HMA PAVEMENT 3 MT 58-28 S)

(TO BE PAVED BY KENOSHA COUNTY)

6AG

3HMA

24P

ADDED PARKING WIDTH 39"

(3HMA CROSS SECTION, TO BE PAVED BY KENOSHA COUNTY )

39P

NOTE:

-PLEASE SEE CURB RAMP DETAILS ON SHEET "13", ADDED PARKING

WIDTHS TO MATCH ADJACENT PATH CROSS SLOPE

-ASPHALT (INCLUDING ADDED PARKING WIDTHS) TO BE PAVED BY

KENOSHA COUNTY)

65+00

70+00

+0

104+11

0+00

5+00

5+42

0+00

5+00

10+00

15+00 20+00

25+00

30+00

35+00

40+00

45+00 50+00

55+00 60+00

+0

70+00 75+00

+0

+0

110+00

115+00 115+39

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:200 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA PAVEMENT PLAN - LINE "B9"

LAYOUT NAME - Pavement Plan_2

CT

H

"A

TH

S T

LINE "B9"

AP

P.

E

XI

ST

. R

/W

APP. EXIST. R/W

81+74.33 "B9"

81+88.57 "B9"

PETRIFYING SPRINGS PKWY

LEGEND

LINE "B9" PAVEMENT AREA: 2,933 SY

(ASPHALT (INCLUDING ADDED PARKING

WIDTHS) TO BE PAVED BY KENOSHA COUNTY)

APP. EXIST. ⅊

PIKE RIVER

24P

6AG

5+43.90 "B9"

1+31.57 "B9"

4+74.51 "B9"

7+92.40 "B9"

8+96.92 "B9"

10+07.88 "B9"

T

Y

P

10.0'

10.0'

4+44.88 "B9"

0+00.00 "B9"

EASTING: 2573794.25

NORTHING: 245328.95

104+10.84 "F9" 115+39.35 "B9"

EASTING: 2573688.52

NORTHING: 245298.51

LI

N

E "B

9"

LINE "B9"

ADDED PARKING WIDTH LIMITS

FROM (LINE "B9") TO (LINE "B9")

LENGTH

6+00.00 8+55.00 255.00

19+21.00 20+64.00 143.00

31+76.00 32+60.00 84.00

39+11.00 40+61.00 150.00

53+76.00 54+46.00 70.00

55+46.00 55+96.00 50.00

74+31.00 75+76.00 145.00

75+76.00 76+46.00 70.00

82+41.00 84+61.00 220.00

98+06.00 101+76.00 370.00

SUBTOTAL = 1557.00

3HMA

3HMA

3HMA

3HMA

LINE "B9" PAVEMENT AREA: 10,143 SY

(ASPHALT (INCLUDING ADDED PARKING

WIDTHS) TO BE PAVED BY KENOSHA

COUNTY)

24P

6AG

24P

6AG

24P

6AG

24P

6AG

24P

6AG

24P

6AG

24P

6AG

24P

6AG

NOTE:

-PLEASE SEE CURB RAMP DETAILS ON SHEET "13", ADDED PARKING

WIDTHS TO MATCH ADJACENT PATH CROSS SLOPE

-ASPHALT (INCLUDING ADDED PARKING WIDTHS) TO BE PAVED BY

KENOSHA COUNTY)

6" BASE AGGREGATE DENSE 1.25"

1.5" ASPHALTIC SURFACE (HMA PAVEMENT 4 MT 58-28 S) ON

1.5" BINDER COURSE(HMA PAVEMENT 3 MT 58-28 S)

(TO BE PAVED BY KENOSHA COUNTY)

6AG

3HMA

ADDED PARKING WIDTH 24"

(3HMA CROSS SECTION,TO BE PAVED BY KENOSHA COUNTY )

24P

CULVERT PIPE CORRUGATED STEEL 12-INCH WITH CULVERT

ENDWALLS

12C

12C

6AG

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1" = 10'

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA HMA CURB RAMP AND ADDED PARKING WIDTH DETAILS

LAYOUT NAME - Curb Ramp Detail

719.59

4+30.41

4.0' LT.

719.85

719.57

719.89

LINE "B9"

3HMA

4+73.19

4.0' LT.

719.37

4+75.94

4.0' RT.

719.49

719.11

719.23

3HMA

LINE "B9"

81+88.56

4.0' LT.

642.95

642.63 13.0'

642.58 642.75

81+74.42

4.0' LT.

642.95 643.03

642.93 642.75

13.0'

1.5%

0.6%

1.3%

2.5%

3HMA 3HMA

1+37.07

4.0' LT.

736.61

LI

N

E "B

9"

3HMA

736.15

1+49.59

4.0' RT.

736.15

1+28.28

4.0' RT.

736.43

SCALE: 1" = 5'

SLOPE

INTERCEPT

(TYP.)

SLOPE INTERCEPT (TYP.)

SLOPE INTERCEPT (TYP.)

3.

643.00

643.00

642.00

642.00

719.00

720.00

718.00

717.00

722.00 721.00

736.00

736.00

737.00

PE

TR

IF

YI

N

G

SP

RI

N

G S

PK

W

Y

PETRIFYING

SPRINGS PKW

Y

ADDED PARKING WIDTH 24"

(ABOVE 6" BASE AGGREGATE

DENSE 1.25")

NOTE:

-ESTIMATE 4 LF OF "CONCRETE

CURB TYPE D" NEEDED ON EACH

SIDE OF CURB RAMP (8 LF TOTAL)

NOTE:

-ESTIMATE 4 LF OF "CONCRETE

CURB TYPE D" NEEDED ON EACH

SIDE OF CURB RAMP (16 LF TOTAL)

TO BE CONSTRUCTED

INTEGRALLY WITH PATH

ASPHALT PAVEMENT

(ASPHALT TO BE PAVED BY

KENOSHA COUNTY)

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1" = 10'

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA PAVEMENT MARKING PLAN

LAYOUT NAME - Pavement Marking Plan

4+43

4.0' LT.

LINE "B9"

4+73

4+78

4.0' RT.

PE

TR

IF

YI

N G

SP

RI

N G

S

PK

W Y

PETRIFYING

SPRINGS PKW

Y

4+46

PM

PM

81+89

4.0' LT.

81+74

4.0' RT.

0+03

4.0' RT.

0+23

4.0' LT.

0+42

4.0' RT.

1+28

4.0' RT.

1+37

4.0' LT.

LINE "B9"

LI

NE

"B 9"

PM

LEGEND

MARKING CROSSWALK PAINT

LADDER PATTERN 24" (WORK TO BE

PERFORMED BY KENOSHA COUNTY)

PM

NOTE: DIAGONAL LINES TO BE PLACED AT A 45°

ANGLE (TO THE ALIGNMENT)

SCALE: 1" = 20'

+0

15+00

20+00

25+00

30+00

+0

40+00

45+00

50+00

55+00

60+00

65+00

+0

75+00 80+00

85+00

+0

+0

0+

104+11

0+00

5+00 5+42

0+00

5+00

10+00

15+00

20+00

25+00

30+00

35+00

40+00

45+00 50+00

+0

+0

65+00

70+00

+0

80+00

85+0090+0095+00

100+00

5+

0+

5+

115+39

EHWY: COUNTY:

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : 1 IN:300 FT

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA RESTORATION PLAN

LAYOUT NAME - Restoration Plan

0+00.00

"JUNIOR LINKS"

5+42.00

"JUNIOR LINKS"

0+00.00 "B9"0+00.00 "F9"

104+10.84 "F9" 115+39.35 "B9"

CTH "A" / 7TH ST

ST

H "3

1"

G

RE

EN

B

AY

R

D

LINE "B9"

LINE "B9"

LINE "F9"

LINE "F9"PETRIFYING SPRINGS PKW

Y

PE

TR

IF

YI

N G

SP

RI

N G

S

PK

W Y

PIKE RIVER

PIKE RIVER

APP. EXIST. R/W

APP. EXIST. R/W

AP

P.

E

XI

ST

. R

/W

AP

P.

E

XI

ST

. R /W

AP

P.

E

XI

ST

AP

P.

EX

IS

T.

T

Y

P

T

Y

P

LEGEND

SEEDING MIXTURE LIMITS/BOUNDARY

(WORK TO BE PERFORMED BY

KENOSHA COUNTY)

NOTE: (TOP)SOIL TO BE SEEDED WITH

APPROVED SEED MIXTURE AND STABILIZED

BY AN APPROVED METHOD WITHIN 48 HOURS

OF INITIAL DISTURBANCE

G:\_HIGHWAYS\CADD STANDARDS\C3D PROJECTS\GF19-001\SHEETSPLAN\PLAN SET_6-28-19.DWGFILE NAME : 7/3/2019 1:59 PMPLOT DATE : PLOT BY : DOUGLAS COEUR

PROJECT NO:

PLOT NAME :

SHEET

PLOT SCALE : N/A

GF19-001 PETRIFYING SPRINGS PKWY KENOSHA MISCELLANEOUS QUANTITIES

LAYOUT NAME - Miscellaneous Quantities

DCoeur Stamp

6’’ 6’’

A

12’’

6’’

6’’

2’’ R

3’’

6’’ 1�’’ R 4’’ 18’’

�’’/FT. BATTER, FACE OF CURB

(ABOVE ADJACENT PAVEMENT)

6’’

3’’

6’’ 1�’’ R 4’’ 18’’

2’’

1’’R

1’’R 4"

6’’ MIN.

4"

TYPICAL TIE BAR LOCATION

DRIVEWAY ENTRANCE CURBSECTION A-A

PLAN VIEW

6’ -0

MI

N.

END SECTION CURB & GUTTER

DEPARTMENT OF TRANSPORTATION

STATE OF WISCONSIN

APPROVED

DATE

FHWA

S D D

D

O b S

D D

D b

BARS SPACED 3’-0’’ C-C

NO. 4 X 2’-0’’ DEF. TIE

PAVEMENT

ADJACENT

SLOPE VARIABLE

ENTRANCE CURB

BARS SPACED 3’-0’’ C-C

NO. 4 X 2’-0’’ DEF. TIE

PAVEMENT

ADJACENT

PAVEMENT

ADJACENT

& GUTTER

CONCRETE CURB

SPACED AT 3’-0’’ C-C

NO. 4 X 2’-0’’ TIE BARS

OF GUTTER

� THICKNESS

CONCRETE

NEW

CONCRETE

EXISTING

CONCRETE

EXISTING

CONCRETE

NEW

OR OTHER NEW CONCRETE.

CONCRETE PAVEMENT

SURFACE DRAINS,

NEW CURB & GUTTER,

CONCRETE

OF NEW

� THICKNESS

JOINT

CONTRACTION

EDGE

PAVEMENT

INTO EXISTING PAVEMENT

TIE BARS DRILLED

TO THE LONGITUDINAL JOINT.

INSTALLED PERPENDICULAR

NO. 6 TIE BARS SPACED 2’-6" C-C,

THAN TIE BAR DIAMETER

SIZE IS �" GREATER

MAXIMUM DRILL HOLE

UNIT SUPERVISOR

ROADWAY STANDARDS DEVELOPMENT

CURB AND GUTTER APPLICATIONS

AND

CONCRETE CURB, TIES

TIE BARS ARE REQUIRED FOR CURB AND GUTTER TYPES A, G, K, R AND TBTT.

SLOPE OF THE SUBGRADE OR BASE AGGREGATE PROVIDED A 6" MINIMUM GUTTER THICKNESS IS MAINTAINED.

THE BOTTOM OF CURB AND GUTTER MAY BE CONSTRUCTED EITHER LEVEL OR PARALLEL TO THE

TYPE A

CURB AND GUTTER,

AS SHOWN ON

GRATE ELEVATION

FLOW

FLOW

LINE

PAVEM

ENT

STORM SEWER DETAILS

VAR. 3’ NOR.

VAR. 3’ NOR.

PAVEMENT TIES AND TIE BARS SHALL BE EPOXY COATED IN CONFORMANCE WITH SUBSECTION

505.2.6.2 OF THE STANDARD SPECIFICATIONS.

GENERAL NOTES

COMMON EXCAVATION LIMITS ARE 2’-0" BEHIND THE BACK OF CURBS.

UNLESS OTHERWISE SHOWN ON THE TYPICAL CROSS SECTIONS, THE BASE AGGREGATE AND

SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE CONTRACT.

DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING

DETAIL OF CURB AND GUTTER AT INLETS

(TYPE H INLET COVER SHOWN)

9 REFER TO SDD 8D18 AND SDD 8D19 FOR ADDITIONAL DRIVEWAY ENTRANCE CURB DETAILS.

CONCRETE CURB

(WHEN DIRECTED BY THE ENGINEER)

GRATE ELEVATION

TO MATCH

NORMAL FLOWLINE

DEPRESS BELOW

June, 2017 /S/ Rodney Taylor

TYPES A & D

TYPES G & J

SDD 8d1-b Concrete Curb Ties and Curb & Gutter Applications

SHEET 17 OF 17