WASHINGTON COUNTY HIGHWAY DEPARTMENT PLAN OF PROPOSED IMPROVEMENT PROJECT NUMBER HWY Town of Cedarburg R-21-E T-10-N T-10-N.

(1)

167

Kirchhayn

31

M

T

145 36

M

G

Y

G

F

Jackson

60

Germantown

41

45

Cr.

Menomonee

R.

L.

M

450,000'

Town of Cedarburg

OZAUKEE CO.

CIVIL TOWNS

WAYNE ADDISON HARTFORD

please contact the Department of Natural Resources

For boundaries of public hunting and fishing grounds

43 15'

Grid based on the state plane coordinate system

south zone and the NAD 27

T-10-N

Q

145 175

52

54

57

60

Y

T

I

M

C

Mequon

31

Milwaukee

Cedarburg

181

57

167

M

60

181

57

GRANVILLE RD. FREISTADT RD. GRANVILLE RD.

Thiensville

WASHINGTON CO.

Town of Jackson

450,000' 43 15'

T-10-N

T-9-N

R-21-E

WASHINGTON COUNTY

HIGHWAY DEPARTMENT

PLAN OF PROPOSED IMPROVEMENT

Title

Typical Sections and Details Estimate of Quantities Miscellaneous Quantities Right of Way Plat Plan and Profile Standard Detail Drawings Sign Plates

Structure Plans Computer Earthwork Data Cross Sections 1 D.H.V. = = = = = = ORDER OF SHEETS PROJECT NUMBER LAYOUT SCALE 0 ESALS = DESIGN SPEED T. 2 3 3 4 5 6 7 8 9 9 CORPORATE LIMITS PROPERTY LINE LOT LINE

EXISTING RIGHT OF WAY

SLOPE INTERCEPT

COMBUSTIBLE FLUIDS

ORIGINAL GROUND MARSH OR ROCK PROFILE

GAS ELECTRIC

G E

T PROPOSED OR NEW R/W LINE

CAUTION

MARSH AREA EXISTING CULVERT PROPOSED CULVERT (Box or Pipe)

CULVERT (Profile View)

CONVENTIONAL SYMBOLS

ROCK (To be noted as such)

SS W SAN SANITARY SEWER STORM SEWER WATER

COUNTY:

WITH:

PROJECT ID:

FO FIBER OPTIC UTILITIES REFERENCE LINE GRADE LINE PROFILE TELEPHONE

SPECIAL DITCH LABEL

LIMITED HIGHWAY EASEMENT TOTAL SHEETS = GRADE ELEVATION _95.36 PLAN D.D. Section No. Section No. Section No. Section No. Section No. Section No. Section No. Section No. Section No. Section No. Section No. A.A.D.T. A.A.D.T. N/A

WASHINGTON

SCALE 2022 2024 DESIGN DESIGNATION 300'EB' Surveyor PREPARED BY

WASHINGTON COUNTY

Designer

APPROVED FOR THE COUNTY

HIGHWAY DEPARTMENT

GRAEF GRAEF

HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN COORDINATE REFERENCE SYSTEM (WISCRS), WASHINGTON COUNTY NAD83 (2011), IN U.S. SURVEY FEET. VALUES ARE GRID COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES MAY BE USED AS GROUND DISTANCES.

BEGIN PROJECT

STA 16+14

END PROJECT

STA155+00

275 W. WISCONSIN AVENUE, SUITE 300 MILWAUKEE, WI 53203

END CONSTRUCTION

STA 94+62

BEGIN CONSTRUCTION

STA 104+56

CTH M (WASAUKEE RD)

CTH F (FREISTADT RD) TO 1.5-MILES NORTH

CTH M (PIONEER RD)

COUNTRY AIRE DR TO WASAUKEE RD

NORTH-SOUTH WASAUKEE RD 5,400 7,000 10.4 54/46 8.3 TBD 920,000 EAST-WEST PIONEER RD 2,700 3,600 10.2 47/53 14.5 TBD 820,000 R-20-E R-21-E T-10-N T-9-N

HWY 20-41

PROGRESS PLANS

January 19, 2021

(2)

2

NO TREES OR SHRUBS ARE TO BE REMOVED UNLESS INDICATED FOR REMOVALBY THE ENGINEER.

THE EXACT LOCATION OF PRIVATE ENTRANCES ARE TO BE DETERMINED IN THE FIELD BY THE ENGINEER.

ALL HOLES OR OPENINGS BELOW SUBGRADE RESULTING FROM THE ABANDONMENT OR REMOVAL OF EXISTING STRUCTURES OR FROM GRUBBING OF TREES

OR STUMPS SHALL BE BACKFILLED WITH GRANULAR BACKFILL AND COMPACTED. GRANULAR BACKFILL MATERIAL IS INCIDENTAL TO THE REMOVAL ITEM. ALL RADIUS DIMENSIONS FOR CURB & GUTTER ARE GIVEN TO THE FLANGE. ALL ELEVATIONS ALONG CURB & GUTTER ARE GIVEN TO THE FLANGE. OFFSETS NOTED ARE TO THE FLANGE OR EDGE OF LANE IF NO CURB, UNLESS OTHERWISE NOTED.

THE LOCATION OF KNOWN EXISTING UTILITIES IN THE VICINITY OF THE PROJECT ON THE PLANS IS APPROXIMATE. THERE MAY BE OTHER UTILITIES IN THE

AREA THAT ARE NOT SHOWN. CONTRACTOR SHALL EXPOSE AND VERIFY DEPTHS AND LOCATIONS OF ALL UTILITIES, KNOW AND UNKNOWN.

SILT FENCE SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE PLANS, OR AS DIRECTED BY THE ENGINEER.

MAINTENANCE AND REMOVAL OF EROSION CONTROL DEVICES IS INCLUDED IN THE COST OF THEIR RESPECTIVE BID ITEMS. SILT FENCE MAINTENANCE WILL BE PAID FOR SEPARATELY.

ASPHALT AND CONCRETE DRIVEWAYS SHALL BE SAWCUT AT THE MATCH LINE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

HMA PAVEMENT WHERE INDICATED ON THE PLANS, SHALL CONSIST OF LAYERS AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLANS OR DIRECTED BY THE ENGINEER. WASUAKEE ROAD:

6.5" DEPTH LT 2.5" OF HMA PAVEMENT 4 LT 58-28 S, AS THE UPPER LAYER 4.0" OF HMA PAVEMENT 3 LT 58-28 S, AS THE LOWER LAYER PIONEER ROAD:

6.25" DEPTH LT 2.25" OF HMA PAVEMENT 4 LT 58-28 S, AS THE UPPER LAYER 4.00" OF HMA PAVEMENT 3 LT 58-28 S, AS THE LOWER LAYER 31

2" ASPHALTIC DRIVEWAYS AND FIELD ENTRANCES SHALL BE CONSTRUCTED AS ONE

LAYER.

THE CONTRACTOR SHALL NOTIFY DIGGERS HOTLINE AND AFFECTED UTILITIES PRIOR TO THE START OF WORK. ANY LOCAL MUNICIPAL UTILITY WHICH IS NOT A MEMBER OF THE DIGGERS HOTLINE MUST BE CONTACTED SEPARATELY. TRAFFIC CONTROL DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER.

RE-TOPSOIL OF GRADED AREAS, AS DESIGNATED BY THE ENGINEER, IMMEDIATELY AFTER GRADING IS COMPLETED WITHIN THOSE AREAS. SEED, FERTILIZE, AND MULCH/EROSION MAT TOP-SOILED AREAS, AS DESIGNATED BY THE ENGINEER, WITHIN SEVEN (7) CALENDAR DAYS AFTER PLACEMENT OF TOPSOIL. IF GRADED AREAS ARE LEFT EXPOSED FOR MORE THAN (14) CALENDAR DAYS, SEED THOSE AREAS WITH TEMPORARY SEED. STOCKPILE EXCESS MATERIAL OR SPOILS ON UPLAND AREAS AWAY FROM WETLANDS, FLOODPLAINS AND WATERWAYS. STOCKPILED SOIL SHALL BE PROTECTED AGAINST EROSION. IF STOCKPILED MATERIAL IS LEFT FOR MORE THAN FOURTEEN (14) CALENDAR DAYS, SEED THE STOCKPILE WITH TEMPORARY SEED.

AEW AGG BAD BM C&G C/L CONC CP CPCM CPRC CPRCHE CSCP CSPA CSD CY D DISCH EOP FE HERCP HMA INV L LHF LT MIN M/L NB NC NTS PAVT PB PC PCC PE PI PLE PT PVC PVI PVT R R/L R/W RAD RC RCAEW RCHESS RCPSS REQD RHF RO RT SALV SB SDD SE SF STA SY T TC TLE

APRON END WALL AGGREGATE

BASE AGGREGATE DENSE BENCH MARK

CURB AND GUTTER

CENTER OR CONSTRUCTION LINE CONCRETE

CULVERT PIPE

CULVERT PIPE CORRUGATED METAL CULVERT PIPE REINFORCED CONCRETE

CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL CORRUGATED STEEL CULVERT PIPE

CORRUGATED STEEL PIPE ARCH CONCRETE SURFACE DRAIN CUBIC-YARD DEGREE OF CURVE DELTA DISCHARGE EDGE OF PAVEMENT FIELD ENTRANCE

HORIZONTAL ELLIPTICAL REINFORCED CONCRETE PIPE HOT MIX ASPHALT

INVERT

LENGTH OF CURVE LEFT HAND FORWARD LEFT MINIMUM MATCHLINE NORTHBOUND NORMAL CROWN NOT TO SCALE PAVEMENT PULL BOX POINT-OF-CURVE

POINT OF COMPOUND CURVE PRIVATE ENTRANCE POINT OF INTERSECTION PERMANENT LIMITED EASEMENT POINT OF TANGENT

POINT OF VERTICAL CURVE POINT OF VERTICAL INTERSECTION POINT OF VERTICAL TANGENT RADIUS OF CURVE

REFERENCE LINE RIGHT OF WAY RADIUS REVERSE CROWN

APRON ENDWALL FOR CULVERT PIPE REINFORCED CONCRETE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL STORM SEWER REINFORCED CONCRETE PIPE - STORM SEWER

REQUIRED

RIGHT HAND FORWARD RUN OFF LENGTH RIGHT

SALVAGED SIGNAL BASE

STANDARD DETAIL DRAWING SUPER ELEVATION SQUARE FOOT STATION SQUARE YARD TANGENT LENGTH TOP OF CURB

TEMPORARY LIMITED EASEMENT

GENERAL NOTES

STANDARD ABBREVIATIONS

PROJECT OVERVIEW TYPICAL SECTIONS CONSTRUCTION DETAILS PLAN DETAILS

EROSION CONTROL

PAVEMENT MARKING & SIGNING PLAN TRAFFIC CONTROL

DETOUR PLAN ALIGNMENT

INDEX OF TYPICAL SECTION AND DETAIL SHEETS

AGENCIES

UTILITIES

AT&T WISCONSIN MR. JEFF OLDENBURG 2005 PEWAUKEE ROAD WAUKESHA, WI 53188 (262) 896-7522 JO2376@ATT.COM CHARTER COMMUNICATIONS MR. RON MUELLER 1515 W. WASHINGTON STREET WEST BEND, WI 53095 (262) 429-9889 RONALD.MUELLER@CHARTER.COM WE ENERGIES- ELECTRIC MR. TODD WIEDOFF W140 N9100 LILLY ROAD MENOMONEE FALLS, WI 53051 TODD.WIEDOFF@WE-ENERGIES.COM WE ENERGIES- GAS OPERATIONS MS. XIAOYUN LU 500 S. 116TH STREET WEST ALLIS, WI 53214 414-944-5504 XIAOYUN.LU@WECENERGYGROUP.COM

UTILITIES

WASHINGTON COUNTY PROJECT ENGINEER MR. BRAD ABRAHAM 900 LANG STREET WEST BEND, WI 53090-2666 (262) 335-4437 BRAD.ABRAHAM@CO.WASHINGTON.WI.US

DESIGN CONTACT

GRAEF

MS. JULIE CHAPMAN, P.E. 275 W. WISCONSIN AVENUE SUITE 300

MILWAUKEE, WI 53202 (414) 266-9127

JULIE.CHAPMAN@GRAEF-USA.COM

DEPT. OF NATURAL RESOURCES

WISCONSIN DEPT. OF NATURAL RESOURCES MS. KRISTINA BETZOLD

2300 N. DR. MARTIN LUTHER KING JR. DR. MILWAUKEE, WI 53212

(414) 263-8517

(3)

CTH M (PIONEER RD)

CEDAR LANE

W. BONNIWELL ROAD

HIGHLAND ROAD

CTH F (FREISTADT RD)

WASHINGTON COUNTY

OZAUKEE COUNTY

VILLAGE OF GERMANTOWN CITY OF MEQUON CTH C (PIONEER ROAD) TOWN OF JACKSON TOWN OF CEDARBURG CTH M (WASAUKEE RD) CTH M (WASAUKEE RD) 100 110 120 130 140 150 160160 10 20 30 40 50 60 70 80 90 96

MUNICIPAL BOUNDARY (TYP.)

COUNTY AIRE DRIVE

2

BEGIN PROJECT

STA 16+14

BEGIN CONSTRUCTION

STA 104+56

SPEED LIMIT

40

SPEED LIMIT

50

SPEED LIMIT

45

END PROJECT

STA 155+00

END CONSTRUCTION

STA 94+62

(4)

12' 12'

1.5% - 3% 1.5% - 4.5%

EXISTING TYPICAL SECTION

WASAUKEE ROAD 4 % 4 % VARIES 2' - 8' VARIES VARIES 2' - 8' STA. 16+14 TO STA. 94+62 VARIES

4" EXISTING HMA PAVEMENT

VARIES 10" TO 16" EXISTING ASPHALT MILLINGS

VARIES VARIES CL RL VARIES 0' - 3' RL VARIES 0' - 5' VARIES VARIES RW RW

2

(5)

12' 12' 2 % 2 % 5' 3' 4:1 4:1 3:1 5' 3' 4 % 4 %

FINISHED TYPICAL SECTION

WASAUKEE ROAD 4 % 4:1 2 % 2 % 6' 3' 5' 28' - 30' CLEAR ZONE 6.5" HMA PAVEMENT 14" BASE AGGREGATE DENSE 11

4-INCH

6.5" BASE AGGREGATE DENSE 3 4-INCH CL RL VARIES 0' - 7' VARIES VARIES RW RW 28' -30' CLEAR ZONE 2 % STA. 51+00 TO STA. 52+50 STA. 16+14 TO STA. 94+62 CONCRETE CURB & GUTTER

4-INCH SLOPED, 36-INCH TYPE D

3:1 4 % 4:1 2 % 6' 3' 5' STA. 84+75 TO STA. 91+00

CONCRETE CURB & GUTTER 4-INCH SLOPED, 36-INCH TYPE D

12' 12' 2 % 2 % 5' 3' 4:1 4:1 3:1 5' 3' 4 % 4 %

FINISHED TYPICAL SECTION

WASAUKEE ROAD

2 %

28' - 30' CLEAR ZONE

6.5" HMA PAVEMENT 8" PULVERIZED BASE 6.5" BASE AGGREGATE DENSE 3

4-INCH CL RL VARIES 0' - 7' VARIES VARIES RW RW 28' - 30' CLEAR ZONE 2 % 3:1

EXISTING ASPHALT MILLINGS

1' MIN

2

(6)

GUY GUY GUY GUYGUY GUY OH OH OH OH OH OH OH _OH OH _OH OH _OH OH _OH OH E G G G G G G G G G G G G G G G G G G T T T T T T T T T T 15+00 16+00 17+00 18+00 19+00 20+00 PI: 15+37.18 9" 9" 7" 7" 15" 15" 12" 8" 8" 7" 7" 7" 7" 7" 7" 7" 6" 6" 5" 5" 15+00 16+00 17+00 18+00 19+00 20+00 PI: 15+37.18 EX. RW CHARLIE CARRINGTON MURIEL CARRINGTON 16545 SPRING CLUB DR HENSLEY AR 72065

K&K STEINMAN FAMILY TRUST N121W121415 CRESTWOOD LN GERMANTOWN WI 53022

K&K STEINMAN FAMILY TRUST N121W121415 CRESTWOOD LN GERMANTOWN WI 53022 MONTGOMERY S HUNT PAMELA A HUNT 12024 N WASAUKEE RD MEQUON WI 53097 EX. RW EX. RW

CTH M (WASAUKEE ROAD)

W. FREISTADT RD

EX. RW EX. RW PAV1 AGG AGG

SLOPE INTERCEPTS -45/55 MPH DESIGN SPEED (TYP.) SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

BEGIN PROJECT

STA 16+14

AS EX. RW 12' 12' 5' 3' 5' 3' 50' 40' 12' 12' 5' 5' MATCH LINE 20+00

2

LEGEND

6.5" HMA PAVEMENT OVER 14" BASE AGGREGATE DENSE 1 1

4 -INCH

6.5" HMA PAVEMENT OVER PULVERIZE AND RELAY BASE AGGREGATE DENSE 3

4 -INCH

ASPHALTIC SURFACE DRIVEWAY

CONCRETE CURB & GUTTER, 6-INCH SLOPED, 36-INCH TYPE D PAV1 AGG AS 36D PAV2

(7)

OH _OH OH _OH OH _OH OH _OH OH _OH OH _OH E G G G G G G G G G G G G G G G T T T T T T T T T T T T T 20+00 21+00 22+00 23+00 24+00 25+00 25" 18" 16" 16" 14" 10" 10" 9" 9" 7" 7" 15" 15" 13" 9" 7" 7" 7" 7" 6" 5" 5" 20+00 21+00 22+00 23+00 24+00 25+00

K&K STEINMAN FAMILY TRUST N121W121415 CRESTWOOD LN

GERMANTOWN WI 53022

MP OTTER REVOCABLE TRUST N121W12468 CRESTWOOD LN GERMANTOWN WI 53022 K&K STEINMAN FAMILY TRUST

N121W121415 CRESTWOOD LN GERMANTOWN WI 53022 MICHAEL E STERNS LYNN R STERNS W124N12127 WASAUKEE RD GERMANTOWN WI 53022 WILLIAM R KUBLY ELIZABETH Q KUBLY 12012 W FREISTADT RD MEQUON WI 53097 BRIAN A VORPAGEL 12124 N WASAUKEE RD MEQUON WI 53097 EX. RW

CRESTWOOD LN

CTH M (WASAUKEE ROAD)

EX. RW EX. RW SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

EX. RW

ASSUMED EX. RW

EX. RW EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

AGG AS AS PAV1 AGG AGG AGG ASSUMED EX. RW EX. RW 12' 12' 5' 3' 5' 3' 55' 41' R35' R40' MATCH LINE 20+00 MATCH LINE 25+00

2

LEGEND

6.5" HMA PAVEMENT OVER 14" BASE AGGREGATE DENSE 1 1

4 -INCH

ASPHALTIC SURFACE DRIVEWAY

(8)

GUY GV UT OH _OH OH _OH OH _OH OH OH OH OH OH OH E G G G G G G _G _G G G G G G G G G G G G G T T T T T T T T T T T T T 25+00 26+00 27+00 28+00 29+00 30+00 25" 11" 2" 18" 15" 13" 12" 12" 12"12" 8" 5" 5" 3" 25+00 26+00 27+00 28+00 29+00 30+00 ROBERT HAGE N122W12463 WESTWOOD LN GERMANTOWN WI 53022 MICHAEL E STERNS LYNN R STERNS W124N12127 WASAUKEE RD GERMANTOWN WI 53022 HENRY STERN N122W12436 WESTWOOD LN GERMANTOWN WI 53022 HENRY STERN N122W12436 WESTWOOD LN GERMANTOWN WI 53022 BRIAN A VORPAGEL 12124 N WASAUKEE RD MEQUON WI 53097

ANDREW W CALVERT AND THEONI H CALVERT 2010 REVOCABLE TRUST 12200 N WASAUKEE ROAD MEQUON WI 53097

WESTWOOD RD

CTH M (WASUAKEE ROAD)

ASSUMED EX. RW EX. RW AS AS PAV1 AGG AGG ASSUMED EX. RW ASSUMED EX. RW EX. RW EX. RW EX. RW EX. RW EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

12' 12' 5' 3' 5' 3' _41' 50' R35' R40'

MATCH LINE 25+00 MATCH LINE 30+00

2

LEGEND

4 -INCH

(9)

GV OH OH OH OH OH OH OH OH OH OH OH OH E G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T 30+00 31+00 32+00 33+00 34+00 35+00 15" 15" 13" 11" 10" 9" 9" 9" 20" 18" 16" 15" 12" 12" 12" 10" 9" 8" 8" 7" 7" 30+00 31+00 32+00 33+00 34+00 35+00 HENRY STERN N122W12436 WESTWOOD LN GERMANTOWN WI 53022 GARY P LAUBENSTEIN KRISTINE LAUBENSTEIN N123W12415 RUSSET CT GERMANTOWN WI 53022 HENRY STERN N122W12436 WESTWOOD LN GERMANTOWN WI 53022

ANDREW W CALVERT AND THEONI H CALVERT 2010 REVOCABLE TRUST ANDREW W CALVERT AND THEONI H CALVERT 2010 REVOCABLE TRUST

12200 N WASAUKEE ROAD MEQUON WI 53097

RUSSET CT

CTH M (WASAUKEE RD)

EX. RW EX. RW EX. RW EX. RW PAV1 AGG AGG

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

EX. RW EX. RW EX. RW EX. RW AS 41' 50' 12' 12' 5' 3' 5' 3' 50' 41' R35' R40'

2

LEGEND

4 -INCH

(10)

OH OH OH OH OH OH OH OH OH OH OH OH OH E G G G G G G G G G G G G G G G T T T T T T T T T T T T 35+00 36+00 37+00 38+00 39+00 40+00 19" 9" 9" 15" 13" 9" 8" 8" 7" 7" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 35+00 36+00 37+00 38+00 39+00 40+00 JOSHUA W LEMKE POOJA S LEMKE N123W12420 RUSSET CT GERMANTOWN WI 53022 RICHARD W KNUTSON JANET L KNUTSON N124W12433 LOVERS LN GERMANTOWN WI 53022 W124N12343 WASAUKEE RD GERMANTOWN WI 53022

WALLACE K AND JUNE M RIEGER TRUST 9825 W RIDGE RD HALES CORNERS WI 53130

LOVERS LN

EX. RW EX. RW EX. RW EX. RW AS EX. RW EX. RW EX. RW PAV1 AGG AGG

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

ASSUMED EX. RW ASSUMED EX. RW 50' 40' 12' 12' 5' 3' 5' 3' R40' R35' R40' MATCH LINE 35+00 MATCH LINE 40+75

2

LEGEND

4 -INCH

(11)

OH OH OH OH OH OH OH OH OH GUY OH OH OH OH E E E E G G G G G G G G G G G G G G G G G T T T T T T T T T T T T T 41+00 42+00 43+00 44+00 45+00 46+00 PI: 41+80.94 WZ VENT 24" 22" 18" 18" 17" 17" 14" 14" 1-7"2-5" 2" 18" 13" 11" 5" 18" 41+00 42+00 43+00 44+00 45+00 46+00 PI: 41+80.94 DIANE C BOEHLKE NEAL A BOEHLKE W124N12343 WASAUKEE RD GERMANTOWN WI 53022 JASON J TRASKA JENNIFER L TRASKA W124N12401 WASAUKEE RD GERMANTOWN WI 53022 CHRISTOPHER G PRESSLEY N124W12590 LOVERS LN GERMANTOWN WI 53022 CHANNING DUEHRING JENNA DUEHRING 12414 N WASAUKEE ROAD MEQUON WI 5309 CHANNING DUEHRING JENNA DUEHRING 12428 N WASAUKEE ROAD MEQUON WI 53097

CTH M (WASAUKEE ROAD)

EX. RW EX. RW ASSUMED EX. RW ASSUMED EX. RW SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

ASSUMED EX. RW

EX. RW EX. RW EX. RW

EX. RW EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) PAV1 AGG AGG AS AGG AGG AS AS AS AGG 33' 50' 12' 12' 5' 3' 5' 3' 61' R40' MATCH LINE 40+75 MATCH LINE 46+25

2

LEGEND

4 -INCH

(12)

OH GUY OH OH OH OH OH OH OH OH OH OH OH OH G G G G T T T T T T T T T T T T 46+00 47+00 48+00 49+00 50+00 51+00 52+00 WZ 24" 2-5" 1-7" WZ 18" 36" 12" 15" 15" 46+00 47+00 48+00 49+00 50+00 51+00 52+00 CHRISTOPHER G PRESSLEY N124W12590 LOVERS LN GERMANTOWN WI 53022 JAMES W PRAHL W124N12525 WASAUKEE RD GERMANTOWN WI 53022 PAMELA J ESSMANN DEAN R ESSMANN N112 W14400 MEQUON RD GERMANTOWN WI 53022 CHANNING DUEHRING JENNA DUEHRING 12428 N WASAUKEE ROAD MEQUON WI 53097

CTH M (WASAUKEE ROAD)

EX. RW EX. RW EX. RW EX. RW EX. RW EX. RW ASSUMED EX. RW ASSUMED

EX. RW ASSUMED EX. RW

EX. RW PAV1 AGG AGG AGG AS AGG 36D 36D 12' 12' 5' 3' 5' 3' 33' 61' 50' ASPHALTIC FLUME MATCH LINE 46+25 MATCH LINE 51+75

2

LEGEND

4 -INCH

ASPHALTIC SURFACE DRIVEWAY

(13)

OH OH OH OH OH OH OH OH OH OH OH OH OH T T T T T T T T T T T T T 52+00 53+00 54+00 55+00 56+00 57+00 POST 6" 9" 9" 20" 30" 36" 2" 4" 4" 6" 10" 12" 15" 18" 52+00 53+00 54+00 55+00 56+00 57+00 JAMES W PRAHL W124N12525 WASAUKEE RD GERMANTOWN WI 53022 WILLIAM E HALLIBURTON KRISTEN L HALLIBURTON W124N12609 WASAUKEE RD GERMANTOWN WI 53022 PAMELA J ESSMANN DEAN R ESSMANN N112 W14400 MEQUON RD GERMANTOWN WI 53022 JOHN G CAULFIELD JR JOHNETTE L CAULFIELD 12608 N WASAUKEE RD MEQUON WI 53097

CTH M (WASAUKEE ROAD)

EX. RW ASSUMED EX. RW ASSUMED

EX. RW ASSUMED EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) EX. RW EX. RW EX. RW EX. RW EX. RW ASSUMED EX. RW PAV1 AGG AGG AGG 36D 36D AS AGG AS 12' 12' 5' 3' 5' 3' 51' 50' 61' 33' ASPHALTIC FLUME

MATCH LINE 51+75 _{MATCH LINE 56+74.99}

2

LEGEND

4 -INCH

ASPHALTIC SURFACE DRIVEWAY

(14)

GUY OH OH OH OH OH OH OH OH OH OH OH OH OH OH T T T T T T T T T T T T 56+00 57+00 58+00 59+00 60+00 61+00 62+00 POST POST 9" 9" 12" 16" 28" 28" 30" 42" 48" 2" 4" 10" 6" 15" 56+00 57+00 58+00 59+00 60+00 61+00 62+00 WILLIAM E HALLIBURTON KRISTEN L HALLIBURTON W124N12609 WASAUKEE RD GERMANTOWN WI 53022

OAK ACRES INVESTMENTS LLC N112W14400 MEQUON RD

GERMANTOWN WI 53022

PALMER H GIERACH TRUST EDNA E GIERACH TRUST 10232 W BONNIWELL RD MEQUON WI 53097-0000 ROBERT J GIERACH AMY B GIERACH 10232 W BONNIWELL RD MEQUON WI 53097 JOHN G CAULFIELD JR JOHNETTE L CAULFIELD 12608 N WASAUKEE RD MEQUON WI 53097 JOHNETTE L CAULFIELD 12608 N WASAUKEE RD MEQUON WI 53097

CTH M (WASAUKEE ROAD)

EX. RW EX. RW EX. RW EX. RW EX. RW ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

AS AGG AS AS AGG PAV1 AGG AGG 12' 12' 5' 3' 5' 3' 33' 33' MATCH LINE 56+74.99 MATCH LINE 62+00

2

LEGEND

4 -INCH

(15)

GUY GUY OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH G G G G G G G T T T T T T T T T T T T T 62+00 63+00 64+00 65+00 66+00 67+00 6" 10" 12" 13" 15" 15" 15" 18" 18" 20" 8" 8" 8" 62+00 63+00 64+00 65+00 66+00 67+00 ROBERT J GIERACH AMY B GIERACH 10232 W BONNIWELL RD MEQUON WI 53097 ROBERT H WILKE CAROL M WILKE W124N12721 WASAUKEE RD GERMANTOWN WI 53022 ROBERT J GIERACH AMY B GIERACH 10232 W BONNIWELL RD MEQUON WI 53097 JOHNETTE L CAULFIELD 12608 N WASAUKEE RD MEQUON WI 53097

CTH M (WASAUKEE ROAD)

ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

ASSUMED EX. RW ASSUMED EX. RW AGG AS PAV1 AGG AGG AGG AGG 12' 12' 5' 3' 5' 3' 33' 33' 12' 12' 12' 2' 1'

200-FT LEFT TURN LANE 150-FT TAPER MATCH LINE 62+00 MATCH LINE 67+00

2

LEGEND

4 -INCH

(16)

GUY GV GUY GV GV GV GUY OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH G G G G G G G G G G G G G G G G G G G G G G T T T T T T 67+00 68+00 69+00 70+00 71+00 72+00 PI: 68+26.23 SIGNSIGN

WELL _VENT VENT

18" 1" 2-6" 3" 3" 3-6" 3-6" 11" 13" 27" 28" 30" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 1" 4" 20" 15" 67+00 68+00 69+00 70+00 71+00 72+00 PI: 68+26.23 JOHN F WACKMAN DAVID C BAUM DAVID ET AL N128W12442 HIGHLAND RD GERMANTOWN WI 53022 TEVEN S KLOCKO MICHELLE C KLOCKO 12300 W HIGHLAND ROAD MEQUON WI 53097 EX. RW

HIGHLAND RD

ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW EX. RW EX. RW EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

ASSUMED EX. RW EX. RW AGG PAV1 AGG AGG AGG AGG _36D 36D 36D 36D R55' R50' R55' R50' 12' 12' 5' 3' 5' 3' 60' 50'

200-FT LEFT TURN LANE MATCH LINE 67+00

MATCH LINE 72+50

2

LEGEND

4 -INCH

ASPHALTIC SURFACE DRIVEWAY

(17)

OH OH OH OH OH OH OH OH OH OH OH OH OH E G G G G G G G G G G G G G 73+00 74+00 75+00 76+00 77+00 78+00 VENT 1" 1" 1" 73+00 74+00 75+00 76+00 77+00 78+00 DANIEL L DEDECKER MARALEA A DEDECKER W124N12917 WASAUKEE RD GERMANTOWN WI 53022 TODD A WEBER RHONDA M WEBER W124N12971 WASAUKEE RD GERMANTOWN WI 53022 JOHN F WACKMAN

DAVID C BAUM DAVID ET AL N128W12442 HIGHLAND RD GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022

CTH M (WASAUKEE ROAD)

EX. RW EX. RW ASSUMED EX. RW

ASSUMED EX. RW SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED(TYP.)

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) AS PAV1 AGG AGG 61' 33' 12' 12' 5' 3' 5' 3'

2

LEGEND

4 -INCH

(18)

OH OH OH OH OH OH OH OH OH GUY GUYGUY OH OH POST E G G G G G G T T T 78+00 79+00 80+00 81+00 82+00 83+00 84+00 14" 7" 24" 12" 78+00 79+00 80+00 81+00 82+00 83+00 84+00 W124N12971 WASAUKEE RD GERMANTOWN WI 53022 PAUL MARKIEWICZ W124N13025 WASAUKEE RD GERMANTOWN WI 53022 TODD A WEBER RHONDA M WEBER W124N12971 WASAUKEE RD GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022

CTH M (WASAUKEE ROAD)

EX. RW EX. RW

ASSUMED EX. RW ASSUMED EX. RW

ASSUMED EX. RW EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.) SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED (TYP.)

AS PAV1 AGG AGG 12' 12' 5' 3' 5' 3' 33' 33' 61' MATCH LINE 78+00 MATCH LINE 83+50

2

LEGEND

4 -INCH

(19)

T T T T T T T T T T T T T 84+00 85+00 86+00 87+00 88+00 89+00 24" 12" 84+00 85+00 86+00 87+00 88+00 89+00 PAUL MARKIEWICZ W124N13025 WASAUKEE RD GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022

CTH M (WASAUKEE ROAD)

ASSUMED EX. RW ASSUMED EX. RW

ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW

AGG AGG AGG PAV1 AGG AGG 12' 12' 8' 5' 3' 33' 33' 36D ASPHALTIC FLUME MATCH LINE 83+50 MATCH LINE 89+25

2

LEGEND

4 -INCH

ASPHALTIC SURFACE DRIVEWAY

(20)

T T T T T T T T T T T T 90+00 91+00 92+00 93+00 94+00 95+00 PI: 94+64.82 13" 17" _20" 90+00 91+00 92+00 93+00 94+00 95+00 PI: 94+64.82 DAVID A MITCHELL W157N11044 TINKERS CT GERMANTOWN WI 53022 PAUL MARKIEWICZ W124N13025 WASAUKEE RD GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022

CTH M (WASAUKEE ROAD)

END CONSTRUCTION

STA 94+62

ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW

ASSUMED EX. RW

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED(TYP.)

AS PAV1 AGG AGG 12' 12' 8' 3' 5' 3' 33' 33' ASPHALTIC FLUME 36D 5'

SLOPE INTERCEPTS - 45/55 MPH DESIGN SPEED(TYP.)

MATCH LINE 89+25

2

LEGEND

4 -INCH

ASPHALTIC SURFACE DRIVEWAY

(21)

860 865 870 875 880 885 890 895 900 860 865 870 875 880 885 890 895 900 13+00.00 14+00.00 15+00.00 16+00.00 17+00.00 18+00.00 19+00.00 20+00.00 21+00.00 22+00.00 23+00.00 24+00.00 25+00.00 26+00.00 27+00.00 28+00.00 872.86 872.55 872.55 872.47 872.51 872.65 872.78 873.07 873.36 873.84 874.26 875.10 875.46 876.71 876.99 878.48 878.82 880.30 880.76 882.13 882.59 883.79 884.14 885.34 885.41 886.54 886.41 887.16 887.12 887.53 887.56 887.61 887.72 887.37 887.60 886.96 887.20 886.27 886.52 885.33 885.56 884.27 884.44 883.46 883.46 882.87 882.76 882.36 882.33 882.00 882.18 -0.30% 3.89% -2.25% STA 16+00.00 EL 872.55 VPC STA 20+05.00 VPC EL 880.95

VPI STA 22+80.00 VPI EL 891.64

VPT STA 25+55.00 VPT EL 885.45

VCL = 550.00 K = 89.65

VPC STA 16+07.50 VPC EL 872.52

VPC STA 25+97.50 VPC EL 884.49

VPI STA 17+75.00 VPI EL 872.02

VPI STA 27+60.00 VPI EL 880.84

VPT STA 19+42.50 VPT EL 878.52 VCL = 335.00 K = 79.99 VCL = 325.00 K = 91.55 HP STA 23+53.30 HP EL 887.72 LP STA 16+31.72 LP EL 872.49 PROPOSED ELEVATIONS ON R/L EXISTING ELEVATIONS ON R/L PROPOSED PROFILE ON R/L EXISTING PROFILE ON R/L FN: POST POST POST POST POST POST POST POST POST CHARLIE CARRINGTON MURIEL CARRINGTON 16545 SPRING CLUB DR HENSLEY AR 72065

K&K STEINMAN FAMILY TRUST N121W121415 CRESTWOOD LN

GERMANTOWN WI 53022

MP OTTER REVOCABLE TRUST N121W12468 CRESTWOOD LN GERMANTOWN WI 53022 K&K STEINMAN FAMILY TRUST

N121W121415 CRESTWOOD LN GERMANTOWN WI 53022 ROBERT HAGE N122W12463 WESTWOOD LN GERMANTOWN WI 53022 MICHAEL E STERNS LYNN R STERNS W124N12127 WASAUKEE RD GERMANTOWN WI 53022 MONTGOMERY S HUNT PAMELA A HUNT 12024 N WASAUKEE RD MEQUON WI 53097 WILLIAM R KUBLY ELIZABETH Q KUBLY 12012 W FREISTADT RD MEQUON WI 53097 BRIAN A VORPAGEL 12124 N WASAUKEE RD MEQUON WI 53097 BRIAN A VORPAGEL 12124 N WASAUKEE RD MEQUON WI 53097

ANDREW W CALVERT AND THEONI H CALVERT 2010 REVOCABLE TRUST

GUY GUY GUY GUYGUY GUY GUY OH OH OH _OH OH _OH OH _OH OH _OH OH _OH 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00

FREISTADT ROAD

CTH M (WASAUKEE RD)

CRESTWOOD LANE

EX. RW

SLOPE INTERCEPTS (TYP.)

EX. RW ASSUMED EX. RW EX. RW EX. RW MATCH LINE 28+00

5

BEGIN PROJECT

STA. 16+14

(22)

870 875 880 885 890 895 900 905 910 870 875 880 885 890 895 900 905 910 28+00.00 29+00.00 30+00.00 31+00.00 32+00.00 33+00.00 34+00.00 35+00.00 36+00.00 37+00.00 38+00.00 39+00.00 40+00.00 41+00.00 42+00.00 43+00.00 882.00 882.18 882.03 882.29 882.36 882.68 883.12 883.31 884.05 883.96 884.76 884.61 885.39 885.26 885.96 885.91 886.38 886.56 886.97 887.21 887.78 887.88 888.73 888.76 889.86 889.86 891.07 891.16 892.48 892.48 893.89 893.74 894.88 894.63 895.28 895.13 895.20 895.23 894.94 895.01 894.84 894.92 894.95 895.08 895.35 895.50 895.98 896.17 896.64 896.95 897.44 897.72 898.42 898.50 899.37 899.28 900.03 900.06 900.70 900.83 901.32 901.53 -0.50% 1.56% 1.30% 2.65% VPC STA 35+20.00 VPC EL 893.01 VPC STA 42+40.00 VPC EL 900.68 VPI STA 36+20.00 VPI EL 895.66 VPT STA 37+20.00

VPT EL 895.16 VCL = 200.00 K = 63.49 VCL = 410.00 K = 221.01 VPC STA 32+75.00 VPC EL 887.53 VPC STA 37+45.00 VPC EL 895.04

VPI STA 33+50.00 VPI EL 888.51

VPI STA 38+45.00 VPI EL 894.54

VPT STA 29+22.50 VPT EL 882.95 VPT STA 34+25.00 VPT EL 890.49 VPT STA 39+45.00 VPT EL 896.09 VCL = 325.00 K = 91.55 VCL = 150.00 K = 111.11 VCL = 200.00 K = 97.32 HP STA 36+88.25 HP EL 895.24 LP STA 28+03.49 LP EL 882.18 LP STA 37+93.66 LP EL 894.92 PROPOSED ELEVATIONS ON R/L EXISTING ELEVATIONS ON R/L PROPOSED PROFILE ON R/L EXISTING PROFILE ON R/L FN: FN: FN: POST POST POST POST POST POST POST POST POST POST POST ROBERT HAGE N122W12463 WESTWOOD LN GERMANTOWN WI 53022 HENRY STERN N122W12436 WESTWOOD LN GERMANTOWN WI 53022 GARY P LAUBENSTEIN KRISTINE LAUBENSTEIN N123W12415 RUSSET CT GERMANTOWN WI 53022 HENRY STERN N122W12436 WESTWOOD LN GERMANTOWN WI 53022 JOSHUA W LEMKE POOJA S LEMKE N123W12420 RUSSET CT GERMANTOWN WI 53022 RICHARD W KNUTSON JANET L KNUTSON N124W12433 LOVERS LN GERMANTOWN WI 53022 DIANE C BOEHLKE NEAL A BOEHLKE W124N12343 WASAUKEE RD GERMANTOWN WI 53022 JASON J TRASKA JENNIFER L TRASKA W124N12401 WASAUKEE RD GERMANTOWN WI 53022

ANDREW W CALVERT AND THEONI H CALVERT 2010 REVOCABLE TRUST 12200 N WASAUKEE ROAD

MEQUON WI 53097

ANDREW W CALVERT AND THEONI H CALVERT 2010 REVOCABLE TRUST 12200 N WASAUKEE ROAD

MEQUON WI 53097

WALLACE K AND JUNE M RIEGER TRUST 9825 W RIDGE RD HALES CORNERS WI 53130 CHANNING DUEHRING JENNA DUEHRING 12414 N WASAUKEE ROAD MEQUON WI 5309 GUY GV UT OH OH OH OH OH OH OH OH OH OH OH OH OH 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00

CTH M (WASAUKEE RD)

WESTWOOD ROAD

RUSSET COURT

LOVERS LANE

EX. RW

SLOPE INTERCEPTS (TYP.)

EX. RW EX. RW

EX. RW

5

(23)

880 885 890 895 900 905 910 915 920 880 885 890 895 900 905 910 915 920 43+00.00 44+00.00 45+00.00 46+00.00 47+00.00 48+00.00 49+00.00 50+00.00 51+00.00 52+00.00 53+00.00 54+00.00 55+00.00 56+00.00 57+00.00 58+00.00 901.32 901.53 901.90 902.12 902.39 902.59 902.55 902.95 902.80 903.19 903.04 903.33 903.20 903.35 903.21 903.25 902.93 903.10 902.47 902.95 902.31 902.80 902.39 902.65 902.42 902.50 902.55 902.35 902.47 902.20 902.34 902.05 902.17 901.90 902.06 901.75 901.83 901.60 901.57 901.45 901.29 901.30 901.09 901.15 900.87 901.01 900.73 900.98 900.92 901.06 901.14 901.27 901.35 901.49 901.52 901.72 901.80 901.94 901.94 902.01 901.82 901.70 0.45% -0.30% VPC STA 57+05.00 VPC EL 901.96 VPI STA 44+45.00 VPI EL 903.87 _{VPT STA 46+50.00} VPT EL 903.25

VCL = 410.00 K = 221.01

VCL = 250.00 K = 64.94

VPC STA 53+80.00 VPC EL 901.06 VPI STA 54+55.00 VPI EL 900.84 VPT STA 55+30.00 VPT EL 901.18

VCL = 150.00 K = 200.00 HP STA 45+83.70 HP EL 903.35 HP STA 57+34.22 HP EL 902.03 LP STA 54+40.00 LP EL 900.97 PROPOSED ELEVATIONS ON R/L EXISTING ELEVATIONS ON R/L PROPOSED PROFILE ON R/L EXISTING PROFILE ON R/L FN: POST POST POST POST WZ VENT FN: _POST _FN: FN: POST POST _POST POST POST WZ JASON J TRASKA JENNIFER L TRASKA W124N12401 WASAUKEE RD GERMANTOWN WI 53022 CHRISTOPHER G PRESSLEY N124W12590 LOVERS LN GERMANTOWN WI 53022 CHRISTOPHER G PRESSLEY N124W12590 LOVERS LN GERMANTOWN WI 53022 JAMES W PRAHL W124N12525 WASAUKEE RD GERMANTOWN WI 53022 JAMES W PRAHL W124N12525 WASAUKEE RD GERMANTOWN WI 53022 WILLIAM E HALLIBURTON KRISTEN L HALLIBURTON W124N12609 WASAUKEE RD GERMANTOWN WI 53022

OAK ACRES INVESTMENTS LLC N112W14400 MEQUON RD GERMANTOWN WI 53022 CHANNING DUEHRING JENNA DUEHRING 12414 N WASAUKEE ROAD MEQUON WI 5309 CHANNING DUEHRING JENNA DUEHRING 12428 N WASAUKEE ROAD MEQUON WI 53097 PAMELA J ESSMANN DEAN R ESSMANN N112 W14400 MEQUON RD GERMANTOWN WI 53022 CHANNING DUEHRING JENNA DUEHRING 12428 N WASAUKEE ROAD MEQUON WI 53097 PAMELA J ESSMANN DEAN R ESSMANN N112 W14400 MEQUON RD GERMANTOWN WI 53022 JOHN G CAULFIELD JR JOHNETTE L CAULFIELD 12608 N WASAUKEE RD MEQUON WI 53097 OH GUY OH OH OH OH OH OH OH OH OH OH OH 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00

CTH M (WASAUKEE RD)

SLOPE INTERCEPTS (TYP.)

EX. RW EX. RW ASSUMED EX. RW EX. RW EX. RW ASSUMED EX. RW

5

(24)

870 875 880 885 890 895 900 905 910 870 875 880 885 890 895 900 905 910 58+00.00 59+00.00 60+00.00 61+00.00 62+00.00 63+00.00 64+00.00 65+00.00 66+00.00 67+00.00 68+00.00 69+00.00 70+00.00 71+00.00 72+00.00 73+00.00 901.82 901.70 901.03 901.00 899.61 899.91 897.98 898.44 896.41 896.75 894.73 895.05 893.03 893.35 891.39 891.65 889.72 889.95 888.30 888.29 886.86 886.81 885.41 885.51 884.20 884.38 883.32 883.43 882.72 882.66 882.19 882.06 881.72 881.64 881.26 881.39 880.83 881.32 880.86 881.42 881.12 881.57 881.21 881.72 881.46 881.87 881.98 882.02 882.67 882.17 883.33 882.32 883.71 882.48 883.90 882.77 884.06 883.22 884.27 883.82 884.73 884.57 -3.40% 0.30%

VPI STA 58+30.00 VPI EL 902.53

VPT STA 59+55.00 VPT EL 898.28

VCL = 250.00 K = 64.94

VPC STA 62+12.50 VPC EL 889.52

VPC STA 70+80.00 VPC EL 882.41

VPI STA 64+75.00 VPI EL 880.60 VPI STA 72+05.00 VPI EL 882.79

VPT STA 67+37.50 VPT EL 881.38 VCL = 525.00 K = 141.89 VCL = 250.00 K = 161.29 LP STA 66+94.93 LP EL 881.32 PROPOSED ELEVATIONS ON R/L EXISTING ELEVATIONS ON R/L PROPOSED PROFILE ON R/L EXISTING PROFILE ON R/L FN: FN: FN: POST POST POST POST POST POST POST POST POST POST POST POST SIGNSIGN

WELL VENT VENT

OAK ACRES INVESTMENTS LLC N112W14400 MEQUON RD

GERMANTOWN WI 53022

PALMER H GIERACH TRUST EDNA E GIERACH TRUST 10232 W BONNIWELL RD MEQUON WI 53097-0000 ROBERT J GIERACH AMY B GIERACH 10232 W BONNIWELL RD MEQUON WI 53097 ROBERT H WILKE CAROL M WILKE W124N12721 WASAUKEE RD GERMANTOWN WI 53022 ROBERT J GIERACH AMY B GIERACH 10232 W BONNIWELL RD MEQUON WI 53097 JOHN F WACKMAN DAVID C BAUM DAVID ET AL N128W12442 HIGHLAND RD GERMANTOWN WI 53022

JOHN F WACKMAN DAVID C BAUM DAVID ET AL N128W12442 HIGHLAND RD GERMANTOWN WI 53022 JOHNETTE L CAULFIELD 12608 N WASAUKEE RD MEQUON WI 53097 JOHNETTE L CAULFIELD 12608 N WASAUKEE RD MEQUON WI 53097 TEVEN S KLOCKO MICHELLE C KLOCKO 12300 W HIGHLAND ROAD MEQUON WI 53097 GUY GUY GV GUY GV GV GV GUY OH OH OH OH OH OH OH OH OH OH OH OH OH OH OH 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00

HIGHLAND ROAD

CTH M (WASAUKEE RD)

SLOPE INTERCEPTS (TYP.)

ASSUMED EX. RW

EX. RW

ASSUMED EX. RW

55 MPH DESIGN SPEED 45 MPH DESIGN SPEED

5

(25)

870 875 880 885 890 895 900 905 910 870 875 880 885 890 895 900 905 910 73+00.00 74+00.00 75+00.00 76+00.00 77+00.00 78+00.00 79+00.00 80+00.00 81+00.00 82+00.00 83+00.00 84+00.00 85+00.00 86+00.00 87+00.00 88+00.00 884.73 884.57 885.49 885.47 886.42 886.39 887.46 887.32 888.11 888.24 889.26 889.17 889.86 890.02 890.28 890.61 890.69 890.92 890.90 890.96 890.81 890.71 890.32 890.18 889.45 889.44 888.37 888.69 887.38 887.94 886.64 887.19 886.03 886.44 885.53 885.69 884.93 884.97 884.34 884.40 883.97 884.02 883.91 883.83 884.05 883.82 884.36 883.97 884.65 884.14 884.89 884.32 884.95 884.49 885.11 884.67 885.46 884.84 886.01 885.02 886.40 885.14 -1.50% 0.35% 1.85% VPC STA 75+65.00 VPC EL 889.45 VPC STA 87+65.00 VPC EL 885.07 VPI STA 77+15.00 VPI EL 892.22 _{VPT STA 78+65.00} VPT EL 889.97

VCL = 300.00 K = 89.55

VCL = 450.00 K = 111.17

VPC STA 81+75.00 VPC EL 885.32 VPI STA 83+00.00 VPI EL 883.44 VPT STA 73+30.00 VPT EL 885.10 VPT STA 84+25.00 VPT EL 883.88 VCL = 250.00 K = 161.29 VCL = 250.00 K = 135.13 HP STA 77+30.67 HP EL 890.98 LP STA 83+77.70 LP EL 883.80 PROPOSED ELEVATIONS ON R/L EXISTING ELEVATIONS ON R/L PROPOSED PROFILE ON R/L EXISTING PROFILE ON R/L FN: FN:

POST POST POST FN:

POST POST DANIEL L DEDECKER MARALEA A DEDECKER W124N12917 WASAUKEE RD GERMANTOWN WI 53022 TODD A WEBER RHONDA M WEBER W124N12971 WASAUKEE RD GERMANTOWN WI 53022 PAUL MARKIEWICZ W124N13025 WASAUKEE RD GERMANTOWN WI 53022 JOHN F WACKMAN

DAVID C BAUM DAVID ET AL N128W12442 HIGHLAND RD GERMANTOWN WI 53022 TODD A WEBER RHONDA M WEBER W124N12971 WASAUKEE RD GERMANTOWN WI 53022 PAUL MARKIEWICZ W124N13025 WASAUKEE RD GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022

OH OH OH OH OH OH OH _POST GUY GUYGUY

73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00

CTH M (WASAUKEE RD)

EX. RW

EX. RW _{EX. RW}

SLOPE INTERCEPTS (TYP.)

EX. RW

5

(26)

860 865 870 875 880 885 890 895 900 860 865 870 875 880 885 890 895 900 88+00.00 89+00.00 90+00.00 91+00.00 92+00.00 93+00.00 94+00.00 95+00.00 96+00.00 886.40 885.14 886.52 885.04 886.29 884.73 885.60 884.18 884.40 883.41 882.94 882.42 881.35 881.20 879.56 879.75 877.73 878.08 876.11 876.25 874.46 874.40 872.55 872.55 870.47 870.70 868.35 868.85 866.84 867.00 865.56 -3.70% STA 95+00.00 EL 867.00 VPI STA 89+90.00 VPI EL 885.86

VPT STA 92+15.00 VPT EL 877.54 VCL = 450.00 K = 111.17 HP STA 88+03.91 HP EL 885.14 PROPOSED ELEVATIONS ON R/L EXISTING ELEVATIONS ON R/L PROPOSED PROFILE ON R/L EXISTING PROFILE ON R/L FN: DAVID A MITCHELL W157N11044 TINKERS CT GERMANTOWN WI 53022 PAUL MARKIEWICZ W124N13025 WASAUKEE RD GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022 MARK A TIMM MARY E TIMM N124 W13976 LOVERS LN GERMANTOWN WI 53022 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 96+25

CTH M (WASAUKEE RD)

SLOPE INTERCEPTS (TYP.)

ASSUMED EX. RW

ASSUMED EX. RW ASSUMED EX. RW ASSUMED EX. RW MATCH LINE 88+00

5

END CONSTRUCTION

STA. 94+62

(27)

16+50

850 860 870 880 890 850 860 870 880 890 EX RW EX RW R L

17+00

855 860 870 880 890 855 860 870 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLAND WETLAND WETLAND 870.80 0.00 12.00870.56 _27.17870.26 867.05 40.00 858.62 65.27 870.56 -12.00 870.26 -27.17 869.26 -31.17 869.62 -32.26 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 871.07 0.00 12.00870.83 _27.17870.53 867.32 40.00 860.23 61.25 870.83 -12.00 870.53 -27.17 867.32 -40.00 865.65 -45.01 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(28)

17+50

860 870 880 860 870 880 EX RW EX RW R L

18+00

855 860 870 880 855 860 870 880 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

18+50

855 860 870 880 855 860 870 880 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLAND WETLAND 871.65 0.00 12.00871.41 _27.17871.11 867.90 40.00 861.45 59.37 871.41 -12.00 871.11 -27.17 867.90 -40.00 864.95 -48.87 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 872.55 0.00 12.00872.31 _27.17872.01 868.80 40.00 863.17 56.88 872.31 -12.00 872.01 -27.17 868.80 -40.00 865.60 -49.60 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 873.76 0.00 12.00873.52 _27.17873.21 870.00 40.00 868.11 45.69 873.52 -12.00 873.21 -27.17 870.00 -40.00 866.93 -49.23 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(29)

19+00

860 870 880 860 870 880 EX RW EX RW R L

19+50

865 870 880 865 870 880 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

19+34

865 870 880 865 870 880 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L 875.28 0.00 12.00875.04 _27.17874.73_873.73 31.1731.57873.87 875.04 -12.00 874.73 -27.17 871.53 -40.00 869.58 -45.83 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 876.47 0.00 12.0012.00876.23876.23 _24.00875.99 876.83 24.00 874.81 46.00 876.23 -12.00 875.93 -27.17 872.72 -40.00 872.18 -41.61 2.0% 2.0% 9.1% 2.0% 4.0:1 3.0:1 877.11 0.00 12.00876.87 _27.17876.56_875.56 31.17 876.96 35.36 876.87 -12.00 876.56 -27.17 873.43 -39.72 2.0% 4.0:1 3.0:1 2.0% 4.0:1 872.06 44.91

9

10 FT

20 FT

(30)

20+00

870 880 890 870 880 890 EX RW EX RW R L

20+50

865 870 880 890 865 870 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

21+00

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L 879.05 0.00 12.00878.81 _27.17878.51_877.51 31.17 877.63 31.55 878.81 -12.00 878.51 -27.17 877.60 -30.79 2.0% 4.0:1 3.0:1 2.0% 4.0:1 880.88 0.00 12.00880.64 _27.17880.34880.09 28.13 880.64 -12.00 880.34 -27.17 879.34 -31.17 879.72 -32.33 2.0% 4.0:1 2.0% 4.0:1 3.0:1 882.43 0.00 12.00882.19 _{27.17 881.04}881.89 30.56 882.14 -14.45 881.89 -27.17 880.89 -31.17 881.61 -33.33 2.0% 4.0:1 2.0% 4.0:1 3.0:1 876.35 39.06 878.54 38.34 880.64 34.93

9

10 FT

20 FT

(31)

21+50

880 890 880 890 EX RW EX RW RL

22+00

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

22+50

875 880 890 900 875 880 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L 883.70 0.00 12.00883.46 _{27.17 882.49}883.16 29.85 883.31 -19.66 882.99 -30.32 2.0% 4.0:1 2.0% 4.0:1 884.70 0.00 12.00884.46 _{27.17 883.59}884.16 29.44 884.29 -20.39884.29 -20.39 884.13 -28.39 884.96 -28.39 886.90 -56.88 2.0% 4.0:1 2.0% 2.0% 6.8% 885.41 0.00 12.00885.17 _27.17884.87_883.87 31.17 886.82 40.00 890.90 52.25 885.01 -20.27 884.81 -30.44 884.58 -31.36 2.0% 4.0:1 3.0:1 3.0:1 2.0% 4.0:1 882.28 32.51 883.47 31.04

9

10 FT

20 FT

(32)

23+00

880 890 880 890 EX RW EX RW R L

23+50

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW RL

24+00

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

24+50

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L 885.85 0.00 885.88 1.22 885.88 1.22 13.22885.64 _884.33 32.39 886.81 39.82 885.54 -15.48 885.29 -27.94885.04 -28.94 885.43 -30.10 2.0% 2.0% 4.0:1 3.0:1 2.0% 3.0:1 886.01 0.00 886.06 2.68 886.06 2.68 14.68885.82 885.22 31.04 885.80 -10.69 885.48 -26.49885.48 -26.49 2.0% 2.0% 4.0:1 2.0% 3.0:1 885.89 0.00 885.97 4.14 885.97 4.14 16.1416.14885.73885.73 28.14885.49 886.32 28.14 _39.15886.07 885.73 -7.87 885.52 -28.98 2.0% 2.0% _2.0% _2.3% 2.0% 4.0:1 885.49 0.00 885.60 5.59 885.60 5.59 17.59885.36 _32.76_32.96885.06885.01 885.36 -6.41 885.06 -21.58 884.07 -25.51 885.13 -28.68 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 885.45 -28.85 884.88 -27.06

9

10 FT

20 FT

(33)

25+00

880 890 880 890 EX RW EX RW R L

25+50

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

25+34

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW RL

25+62

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L 884.81 0.00 884.95 7.00 884.95 7.00 19.00884.71 _34.17884.41_883.41 38.17 885.13 43.35 884.71 -5.00 884.41 -20.17 883.41 -24.17 884.42 -27.21 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 884.18 0.00 884.32 7.00 884.32 7.00 19.00884.08 _34.17883.78_882.78 38.17 884.47 43.22 884.08 -5.00884.08 -5.00 883.92 -13.00 884.76 -13.00 884.66 -33.00 2.0% 2.0% 4.0:1 3.0:1 2.0% 2.0% 0.5% 883.85 0.00 883.99 7.00 883.99 7.00 19.00883.75 _34.17883.45_882.45 38.17 884.57 44.54 883.75 -5.00 883.45 -20.17 882.45 -24.17 884.49 -30.30 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 883.58 0.00 883.72 7.00 883.72 7.00 19.0019.00883.48883.48 _31.00883.24 884.08 31.00 _42.00883.71 883.48 -5.00 883.18 -20.17 882.18 -24.17 884.03 -29.72 2.0% 2.0% _2.0% 3.3% 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(34)

26+00

880 890 880 890 EX RW EX RW R L

26+50

865 870 880 890 865 870 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

27+00

865 870 880 890 865 870 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L 882.73 0.00 882.87 7.00 882.87 7.00 19.00882.63 _34.17882.33 880.99 39.52 882.63 -5.00 882.33 -20.17 881.33 -24.17 883.60 -30.99 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 881.75 0.00 881.89 7.00 881.89 7.00 19.00881.65 _34.17881.35 878.95 43.75 881.65 -5.00 881.35 -20.17 880.35 -24.17 882.13 -29.49 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 881.05 0.00 881.19 7.00 881.19 7.00 19.00880.95 _34.17880.65 879.45 38.95 880.95 -5.00 880.65 -20.17 879.65 -24.17 881.91 -30.96 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(35)

27+50

870 880 890 870 880 890 EX RW EX RW R L

28+00

865 870 880 890 865 870 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

28+50

865 870 880 890 865 870 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L 880.62 0.00 880.76 7.00 880.76 7.00 19.00880.52 _{34.17 879.47}880.22 37.17 880.49 -6.89 880.22 -20.17 879.22 -24.17 880.99 -29.48 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 880.47 0.00 880.61 7.00 880.61 7.00 19.00880.37 _34.17880.06 876.86 47.0047.32876.75 880.23 -11.79 880.03 -21.97 879.03 -25.97 879.79 -28.26 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 880.59 0.00 880.73 7.00 880.73 7.00 19.00880.49 _34.17880.18 876.97 47.00 875.60 51.12 880.32 -13.14880.32 -13.14 880.16 -21.14 881.00 -21.14 880.40 -52.64 2.0% 2.0% 4.0:1 3.0:1 2.0% 2.0% 1.9%

9

10 FT

20 FT

(36)

29+00

870 880 890 870 880 890 EX RW EX RW R L

29+50

865 870 880 890 865 870 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

30+00

865 870 880 890 865 870 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLAND WETLAND WETLAND 880.98 0.00 881.12 7.00 881.12 7.00 19.00880.88 _34.17880.57 878.40 42.86 880.71 -13.09 880.51 -23.27 878.31 -32.08 2.0% 2.0% 4.0:1 2.0% 4.0:1 881.60 0.00 881.74 7.00 881.74 7.00 19.00881.50 _{34.17 880.25}881.20 37.94 881.39 -10.38 881.19 -20.56 879.70 -26.49 2.0% 2.0% 4.0:1 2.0% 4.0:1 882.25 0.00 882.39 7.00 882.39 7.00 19.00882.15 _{34.17 881.28}881.85 36.41 882.11 -7.08 881.85 -20.17 880.92 -23.86 2.0% 2.0% 4.0:1 2.0% 4.0:1

9

10 FT

20 FT

(37)

30+50

880 890 880 890 EX RW EX RW R L

31+00

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

31+50

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

32+00

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND 882.90 0.00 883.04 7.00 883.04 7.00 19.00882.80 _34.17882.50_881.50 38.17 882.25 40.44 882.80 -5.00 882.50 -20.17 881.23 -25.23 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 883.55 0.00 883.69 7.00 883.69 7.00 19.00883.45 _34.17883.15_882.15 38.17 883.81 43.17 883.45 -5.00 883.15 -20.17 881.80 -25.56 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 884.20 0.00 884.34 7.00 884.34 7.00 19.00884.10 _34.17883.80_882.80 38.17 884.63 43.66 884.10 -5.00 883.80 -20.17 882.89 -23.78 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 884.85 0.00 884.99 7.00 884.99 7.00 19.00884.75 _34.17884.45_883.45 38.17 884.30 40.74 884.75 -5.00 884.45 -20.17 883.24 -24.97 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1

9

10 FT

20 FT

(38)

32+50

880 890 880 890 EX RW EX RW R L

33+00

875 880 890 875 880 890 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

33+50

875 880 890 900 875 880 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND WETLANDWETLAND WETLAND WETLAND 885.50 0.00 885.64 7.00 885.64 7.00 19.00885.40 _34.17885.10_884.10 38.17 886.35 44.94 885.40 -5.00 885.10 -20.17 883.97 -24.66 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 886.18 0.00 886.32 7.00 886.32 7.00 19.00886.08 _34.17885.77_884.77 38.17 887.22 45.51 886.08 -5.00 885.77 -20.17 884.61 -24.84 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 887.05 0.00 887.19 7.00 887.19 7.00 19.00886.95 _34.17886.65_885.65 38.17 888.28 46.08 886.88 -8.75 886.65 -20.17 885.47 -24.87 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1

9

10 FT

20 FT

(39)

34+00

880 890 900 880 890 900 EX RW EX RW R L

34+50

875 880 890 900 875 880 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

35+00

875 880 890 900 875 880 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLANDWETLAND WETLAND WETLAND 888.15 0.00 888.29 7.00 888.29 7.00 19.00888.05 _34.17887.75_886.75 38.17 889.69 47.0047.19889.76 887.89 -13.16 887.68 -23.34 886.78 -26.97 2.0% 2.0% 4.0:1 3.0:1 3.0:1 2.0% 4.0:1 889.45 0.00 889.59 7.00 889.59 7.00 19.0019.00889.35889.35 _31.00889.11 889.94 31.00 _42.00889.49 889.19 -13.12889.19 -13.12 889.03 -21.12 889.86 -21.12 889.46 -53.21 2.0% 2.0% 2.0% _4.1% 2.0% 2.0% 1.3% 890.77 0.00 890.91 7.00 890.91 7.00 19.00890.67 _34.17890.37_889.37 38.17 891.99 46.03 890.53 -12.30 890.32 -22.48 889.81 -24.53 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1

9

10 FT

20 FT

(40)

35+50

880 890 900 880 890 900 EX RW EX RW R L

36+00

885 890 900 885 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

35+68

885 890 900 885 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND 892.03 0.00 892.17 7.00 892.17 7.00 19.00891.93 _34.17891.62_890.62 38.17 893.57 47.0047.08893.59 891.85 -9.00 891.62 -20.17 890.45 -24.85 2.0% 2.0% 4.0:1 3.0:1 3.0:1 2.0% 4.0:1 892.40 0.00 892.54 7.00 892.54 7.00 19.0019.00892.30892.30 31.00892.06 892.90 31.00 893.12 42.00 892.25 -7.79 892.00 -20.17 890.86 -24.73 2.0% 2.0% _2.0% _2.1% 2.0% 4.0:1 892.92 0.00 893.06 7.00 893.06 7.00 19.00892.82 _34.17892.52_891.52 38.17 893.51 44.14 892.81 -5.71 892.52 -20.17 891.53 -24.13 2.0% 2.0% 4.0:1 _3.0:1 2.0% 4.0:1

9

10 FT

20 FT

(41)

36+50

880 890 900 880 890 900 EX RW R L

37+00

875 880 890 900 875 880 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

37+50

875 880 890 900 875 880 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW RL WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND 893.42 0.00 893.56 7.00 893.56 7.00 19.00893.32 _34.57892.91 893.32 -5.00 893.01 -20.17 892.06 -23.98 893.03 -26.88 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 893.52 0.00 893.66 7.00 893.66 7.00 19.00893.42 _34.17893.12 891.44 40.87 893.42 -5.00 893.12 -20.17 892.21 -23.78 893.26 -26.94 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 893.30 0.00 893.44 7.00 893.44 7.00 19.00893.20 _34.17892.90 890.37 44.31 893.20 -5.00 892.90 -20.17 892.37 -22.30 893.68 -26.23 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(42)

38+00

880 890 900 880 890 900 EX RW EX RW R L

38+50

875 880 890 900 875 880 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW _R L

39+00

880 890 900 880 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLAND WETLAND WETLAND WETLAND WETLAND WETLAND 893.21 0.00 893.35 7.00 893.35 7.00 19.00893.11 _34.17892.81 889.60 47.00 889.23 48.11 893.11 -5.00 892.81 -20.17892.52 -21.30 893.77 -25.05 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 893.37 0.00 893.51 7.00 893.51 7.00 19.00893.27 _34.17892.97 889.76 47.00 889.58 47.54 893.27 -5.00 892.97 -20.17 892.57 -21.74 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 893.79 0.00 893.93 7.00 893.93 7.00 19.00893.69 _34.17893.38 891.00 43.70 893.64 -7.23 893.38 -20.17 892.83 -22.38 894.32 -26.86 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(43)

39+50

890 900 890 900 EX RW EX RW RL

40+00

885 890 900 885 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW _R L

40+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW RL

41+00

885 890 900 885 890 900 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW RL WETLAND WETLAND WETLAND WETLAND 894.46 0.00 894.60 7.00 894.60 7.00 19.00894.36 _34.17894.06 891.96 42.56 894.22 -12.13 894.02 -22.30 893.02 -26.30 895.25 -33.00 895.90 -34.95 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 3.0:1 895.24 0.00 895.38 7.00 895.38 7.00 19.00895.14 _34.17894.84 893.02 41.42 894.98 -13.13894.98 -13.13 894.82 -21.13 895.65 -21.13 895.75 -51.71 2.0% 2.0% 4.0:1 2.0% 2.0% 0.3% 896.02 0.00 896.16 7.00 896.16 7.00 19.00895.92 _34.17895.61_894.60 38.20 895.75 -13.09 895.55 -23.27 894.80 -26.27 897.13 -33.27 897.75 -35.12 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 3.0:1 896.79 0.00 896.93 7.00 896.93 7.00 19.00896.69 _34.17896.39 895.39 38.17 896.27 40.81 896.59 -10.09 896.39 -20.35 895.64 -23.35 898.43 -31.75 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(44)

41+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

42+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

41+17

890 900 910 890 900 910 EX RW EX RW R_L 897.06 0.00 897.20 7.00 897.20 7.00 19.00896.96 _34.17896.65_895.65 38.17 896.77 41.50 896.88 -8.97896.88 -8.97 896.72 -16.97 897.55 -16.97 897.93 -28.00 2.0% 2.0% 4.0:1 3.0:1 2.0% 2.0% 3.4% 897.57 0.00 897.71 7.00 897.71 7.00 19.0019.00897.47897.47 _31.00897.23 898.06 31.00 _896.66 42.00 897.44 -6.79 897.17 -20.16 896.42 -23.16 899.69 -32.98 2.0% 2.0% _2.0% 12.8% 2.0% 4.0:1 3.0:1 898.35 0.00 898.49 7.00 898.49 7.00 19.00898.25 _34.17897.95_896.95 38.17 899.30 45.24 898.25 -5.00 897.95 -20.17 896.96 -24.11 899.70 -32.32 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(45)

42+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

43+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

42+38

890 900 910 890 900 910 EX RW EX RW RL 898.93 0.00 899.07 7.00 899.07 7.00 19.00898.83 _34.17898.53_897.53 38.17 898.47 41.00 898.83 -5.00898.83 -5.00 898.67 -13.00 899.51 -13.00 899.29 -28.00 2.0% 2.0% 4.0:1 3.0:1 2.0% 2.0% 1.5% 899.12 0.00 899.26 7.00 899.26 7.00 19.0019.00899.02899.02 _31.00898.78 899.62 31.00 897.60 52.00 899.02 -5.00 898.72 -20.17 897.72 -24.17 899.99 -30.96 2.0% 2.0% _2.0% 9.6% 2.0% 4.0:1 3.0:1 899.82 0.00 899.96 7.00 899.96 7.00 19.00899.72 _899.42 34.17 898.42 38.17 899.09 40.18 899.72 -5.00 899.42 -20.17 898.42 -24.17 899.73 -28.10 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(46)

43+50

890 900 910 890 900 910 EX RW R L

44+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

44+31

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L 900.41 0.00 900.55 7.00 900.55 7.00 19.00900.31 900.00 34.17 38.17899.00 900.01 41.17 900.31 -5.00 900.00 -20.17 899.00 -24.17 901.38 -31.28 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 900.88 0.00 901.02 7.00 901.02 7.00 19.00900.78 _34.17900.48_899.48 38.17 900.37 40.84 900.78 -5.00 900.48 -20.17 899.48 -24.17 902.42 -33.00 902.82 -34.19 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 3.0:1 901.11 0.00 901.25 7.00 901.25 7.00 19.0019.00901.01901.01 _31.00900.77 901.61 31.00 _42.34901.16 901.01 -5.00 900.71 -20.17 899.71 -24.17 902.66 -33.00 903.04 -34.15 2.0% 2.0% 2.0% _3.9% 2.0% 4.0:1 3.0:1 3.0:1

9

10 FT

20 FT

(47)

44+50

890 900 910 890 900 910 R L

45+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

45+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L 901.24 0.00 901.38 7.00 901.38 7.00 19.00901.14 _34.17900.84_899.84 38.17 901.50 43.15 901.14 -5.00 900.84 -20.17 899.84 -24.17 902.78 -33.00 902.99 -33.63 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 3.0:1 901.49 0.00 901.63 7.00 901.63 7.00 19.0019.00901.39901.39 31.00901.15 901.98 31.00 898.18 57.00 901.39 -5.00 901.08 -20.17 900.08 -24.17 902.20 -30.53 2.0% 2.0% _2.0% 14.6% 2.0% 4.0:1 3.0:1 901.62 0.00 901.76 7.00 901.76 7.00 19.00901.52 _34.17901.21_900.21 38.17 901.69 42.58 901.52 -5.00 901.21 -20.17 900.21 -24.17 901.91 -29.26 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(48)

46+00

890 900 910 890 900 910 EX RW R L

46+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

47+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 R L WETLAND WETLAND 901.64 0.00 901.78 7.00 901.78 7.00 19.00901.54 _34.17901.23_900.23 38.17 903.18 47.00 904.32 50.43 901.54 -5.00 901.23 -20.17 900.99 -28.93 2.0% 2.0% 4.0:1 3.0:1 3.0:1 2.0% 4.0:1 4.0:1 901.54 0.00 901.68 7.00 901.68 7.00 19.0019.00901.44901.44 _31.00901.20 902.04 31.00 902.24 42.00 901.44 -5.00 901.14 -20.17 900.14 -24.17 900.90 -26.46 2.0% 2.0% _2.0% _1.8% 2.0% 4.0:1 4.0:1 3.0:1 901.39 0.00 901.53 7.00 901.53 7.00 19.00901.29 _900.99 34.17 38.17899.99 900.89 40.85 901.29 -5.00 900.99 -20.17 899.99 -24.17 901.21 -27.84 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(49)

47+50

890 900 910 890 900 910 EX RW R L

48+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 R L

48+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L WETLAND WETLAND WETLAND 901.24 0.00 901.38 7.00 901.38 7.00 19.00901.14 _34.17900.84 898.83 42.20 901.14 -5.00 900.84 -20.17 899.84 -24.17 900.90 -27.35 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 901.09 0.00 901.23 7.00 901.23 7.00 19.00900.99 _34.17900.69 897.91 45.30 900.99 -5.00 900.69 -20.17 899.69 -24.17 901.22 -28.75 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 900.94 0.00 901.08 7.00 901.08 7.00 19.00900.84 _34.17900.54 897.88 44.82 900.84 -5.00 900.54 -20.17 899.54 -24.17 900.92 -28.31 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(50)

49+00

890 900 910 890 900 910 EX RW R L

49+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

50+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L 900.79 0.00 900.93 7.00 900.93 7.00 19.00900.69 _34.17900.39 898.64 41.19 900.69 -5.00 900.39 -20.17 899.39 -24.17 900.62 -27.86 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 900.64 0.00 900.78 7.00 900.78 7.00 19.00900.54 _34.17900.24_899.25 38.13 900.54 -5.00 900.24 -20.17 899.24 -24.17 900.99 -29.43 2.0% 2.0% 4.0:1 2.0% 4.0:1 3.0:1 900.49 0.00 900.63 7.00 900.63 7.00 19.00900.39 _34.17900.09 898.21 41.71 900.39 -5.00900.39 -5.00 900.17 -16.00 -11.00900.27 902.26 -16.23 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1

9

10 FT

20 FT

(51)

50+50

890 900 910 890 900 910 EX RW EX RW _R L

51+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

51+29

890 900 910 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L 900.34 0.00 900.48 7.00 900.48 7.00 19.00900.24 _{34.17 898.98}899.94 38.01 900.24 -5.00900.24 -5.00 900.02 -16.00 -11.00900.12 901.21 -14.00 901.51 -42.00 2.0% 2.0% 4.0:1 2.0% 2.0% 1.1% 900.19 0.00 900.33 7.00 900.33 7.00 19.00900.09 _34.17899.79_898.79 38.17 900.37 42.90 900.09 -5.00900.09 -5.00 899.87 -16.00 -11.00899.97 900.79 -20.91 2.0% 2.0% 4.0:1 3.0:1 2.0% 2.0% 4.0:1 900.11 0.00 900.25 7.00 900.25 7.00 19.0019.00900.01900.01 _31.00899.77 900.60 31.00 900.07 50.00 900.01 -5.00900.01 -5.00 899.79 -16.00 -11.00899.89 901.07 -19.45 2.0% 2.0% 2.0% _2.8% 2.0% 2.0% 4.0:1

9

10 FT

20 FT

(52)

51+50

900 910 920 900 910 920 EX RW R L

52+00

890 900 910 920 890 900 910 920 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

52+50

890 900 910 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L 900.04 0.00 900.18 7.00 900.18 7.00 19.00899.94 _34.17899.64_898.64 38.17 900.26 43.04 899.94 -5.00899.94 -5.00 899.72 -16.00 -11.00899.82 901.17 -18.80 2.0% 2.0% 4.0:1 3.0:1 2.0% 2.0% 4.0:1 899.89 0.00 900.03 7.00 900.03 7.00 19.00899.79 _34.17899.49 898.25 39.13 899.79 -5.00 899.79 -5.00 899.57 -16.00 -11.00899.67 900.93 -19.13 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1 899.74 0.00 899.88 7.00 899.88 7.00 19.00899.64 _34.17899.34 898.26 38.49 899.64 -5.00899.64 -5.00 899.42 -16.00 -11.00899.52 900.60 -19.86 2.0% 2.0% 4.0:1 2.0% 2.0% 4.0:1

9

10 FT

20 FT

(53)

53+00

890 900 910 920 890 900 910 920 EX RW R L

53+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L

53+14

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L 899.59 0.00 899.73 7.00 899.73 7.00 19.00899.49 _34.17899.19_898.19 38.17 900.23 44.29 899.49 -5.00 899.19 -20.17 898.19 -24.17 901.14 -33.00 901.86 -35.17 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 3.0:1 899.55 0.00 899.69 7.00 899.69 7.00 19.0019.00899.45899.45 _31.00899.21 900.05 31.00 47.00899.83 899.45 -5.00 899.15 -20.17 898.15 -24.17 901.03 -32.82 2.0% 2.0% 2.0% _1.3% 2.0% 4.0:1 3.0:1 899.44 0.00 899.58 7.00 899.58 7.00 19.00899.34 _34.17899.04_898.04 38.17 900.04 44.17 899.34 -5.00 899.04 -20.17 898.04 -24.17 900.46 -31.43 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(54)

54+00

890 900 910 890 900 910 EX RW R L

54+50

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L

55+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW R L WETLAND WETLAND WETLAND WETLAND WETLAND 899.30 0.00 899.44 7.00 899.44 7.00 19.00899.20 _34.17898.90_897.90 38.17 898.94 41.28 899.20 -5.00 898.90 -20.17 897.90 -24.17 899.42 -28.73 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 899.27 0.00 899.41 7.00 899.41 7.00 19.00899.17 _34.17898.86_897.86 38.17 899.49 43.06 899.17 -5.00 898.86 -20.17 897.86 -24.17 898.83 -27.06 2.0% 2.0% 4.0:1 3.0:1 2.0% 4.0:1 3.0:1 899.35 0.00 899.49 7.00 899.49 7.00 19.00899.25 _34.17898.95_897.95 38.17 900.90 47.00 902.51 51.84 899.25 -5.00 898.95 -20.17 897.95 -24.17 898.98 -27.25 2.0% 2.0% 4.0:1 3.0:1 3.0:1 2.0% 4.0:1 3.0:1

9

10 FT

20 FT

(55)

55+50

890 900 910 890 900 910 EX RW EX RW R L

56+00

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW RL

56+37

885 890 900 910 885 890 900 910 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 0 -10 -20 -30 -40 -50 -60 -70 -80 -90 -100 -110 -120 -130 -140 -150 EX RW EX RW R L WETLAND WETLAND 899.56 0.00 899.70 7.00 899.70 7.00 19.00899.46 _34.17899.15_898.15 38.17 901.10 47.00 901.32 47.66 899.46 -5.00 899.15 -20.17 898.73 -21.84 2.0% 2.0% 4.0:1 3.0:1 3.0:1 2.0% 4.0:1 899.78 0.00 899.92 7.00 899.92 7.00 19.00899.68 _34.17899.38_898.38 38.17 900.03 43.11 899.68 -5.00899.68 -5.00 899.52 -13.00 900.36 -13.00 900.64 -35.00 2.0% 2.0% 4.0:1 3.0:1 2.0% 2.0% 1.3% 899.95 0.00