County_Highway_G_Plan.pdf
PDF 15 MB Posted
- Attached to
- HMA Pavement- County Projects (2026)
- Solicitation number
- 2026-RFB-012
- Issued by
- Dane County, Mattoon Village, Wisconsin
About this file
This is a highway design and construction plan document prepared for Dane County, Wisconsin, detailing the County Highway G (CTH G) reconstruction project in the Town of Mount Vernon. The project encompasses approximately 1.55 miles of roadway improvements beginning at Station 12+50.00 near State Highway 92 and extending to Station 103+39.69. The scope of work includes pavement overlay and replacement, shoulder widening, culvert replacement at seven locations, installation of guardrails and energy-absorbing terminals, erosion control measures, and utility coordination with Alliant Energy and TDS Telecom. The design was prepared by RH Batterman & Co., Inc., with Jessica Lancelle, PE, serving as the electric design project leader and Ryan Rudzinski, PE, as the project manager. The plans include detailed cross-sections, typical pavement sections, drainage details, traffic control specifications, and environmental protection measures including wetland boundary identification and erosion control matting throughout the construction area.
The project specifications indicate HMA pavement construction utilizing 4 LT 58-28 S asphalt in varying thicknesses depending on section type, with shoulder construction using 3/4-inch and 1 1/4-inch dense base aggregate. Culvert replacements include reinforced concrete and corrugated polyethylene materials in sizes ranging from 18 to 60 inches in diameter, with apron endwalls and riprap treatment at inlet locations. Concrete curb and gutter installation is specified for portions of the project with 30-inch Type D details. The project involves coordination with Mark Misun, PE, of the Dane County Highway Department and includes provisions for temporary limited easements (TLE) and net exceptions for bridge work by others. Construction documents reference Wisconsin Department of Transportation standards and include comprehensive details for pavement removal, base preparation, drainage installation, guardrail systems using the Midwest Guardrail System (MGS) with energy-absorbing terminals, and traffic control devices consistent with Manual on Uniform Traffic Control Devices standards.
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Text version
MT.VERNON
MALONE RD
OAK GROVE RD
PR
IM
RO
SE
C
EN
TE
R
RD
BRITT VALLEY RD
RETTENMUND RD
LE
W
IS
R
D
LA
FO
LL
ET
TE
R D
COLBY RD
MESSERSCHMIDT RD
SH
AR
PE
S
CO
RN
ER
RI
DG
E R
D
DEER CREEK
WEST BRANCH
SUGAR RIVER
MT VERNON
CREEK
DANE COUNTY
HIGHWAY AND TRANSPORTATION
COUNTY PROJECT NUMBER
LAYOUT
SCALE
TOTAL NET LENGTH OF CENTERLINE =
CORPORATE LIMITS
PROPERTY LINE
LOT LINE
EXISTING RIGHT OF WAY
SLOPE INTERCEPT
COMBUSTIBLE FLUIDS
POWER POLE
TELEPHONE POLE
ORIGINAL GROUND
MARSH OR ROCK PROFILE
UTILITY PEDESTAL
GAS
ELECTRIC
G
E
T
PROPOSED OR NEW R/W LINE
CAUTION
WOODED OR SHRUB AREA
MARSH AREA
EXISTING CULVERT
PROPOSED CULVERT
(Box or Pipe)
CULVERT (Profile View)
CONVENTIONAL SYMBOLS
ROCK
(To be noted as such)
SS
W
SANSANITARY SEWER
STORM SEWER
WATER
COUNTY:
W
ITH:
PROJECT ID:
PLOT NAME : C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-010101-TI.DWGFILE NAME : 12/5/2025 8:59 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
FOFIBER OPTIC
UTILITIESREFERENCE LINE
GRADE LINE
PROFILE
TELEPHONE
SPECIAL DITCH LABELLIMITED HIGHWAY EASEMENT
GRADE ELEVATION 95
.3
PLAN
61011-2400
N/A
DANE
61011-2400
300'EB'
HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN
COORDINATE REFERENCE SYSTEM (WISCRS),
NAD83 ( ), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID
COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES
ARE THE SAME AS GROUND DISTANCES.
ELEVATIONS ARE REFERENCED TO NAVD 88 ( ). GPS DERIVED
ELEVATIONS ARE BASED ON GEOID
DANE COUNTY,
2018 WISCONSIN
G
U
A
CTH G
DANE COUNTY
BEGIN PROJECT
STA 12+50.00
Y=430,675.007 X=742,856.899
END PROJECT
STA 103+39.69
B-13-0039 - STH 92
TOWN OF MT. VERNON (SEC. 3, 4, AND 34)
E
R-7-E
T-6-N
T-5-N
RH BATTERMAN & CO., INC.
RH BATTERMAN & CO., INC.
NET EXCEPTION B-13-0902
STA 97+68.65 - STA 100+38.73
NET EXCEPTION B-13-0904
STA 16+00.00 - STA 22+37.02
1.550 MILES
12/05/2025
1 MI
ORIGINAL PLANS PREPARED BY
engineers surveyors planners http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-6.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf http://wisconsindot.gov/dtsdManuals/traffic-ops/manuals-and-standards/signplate/mseries/M1-55.pdf
DIGGERS HOTLINE
Dial or (800)242-8511 www.DiggersHotline.com
WISCONSIN DNR LIAISON
PHONE:
EMAIL:
ERIC HEGGELUND
SOUTH WEST
3911 FISH HATCHERY ROAD
FITCHBURG, WI 53711
608-228-7927
ERIC.HEGGELUND@WISCONSIN.GOVPHONE:
EMAIL:
ALLIANT ENERGY
TESS FREDRICKSON
490 SHAGERAG STREET
MINERAL POINT, WI 53565
608-458-3162
TESSFREDRICKSON@ALLIANTENERGY.COM
ELECTRIC
DESIGN PROJECT LEADER
PHONE:
EMAIL:
JESSICA LANCELLE, PE
RH BATTERMAN & CO., INC.
1040 N. WISCONSIN STREET
ELKHORN, WI 53121
608-365-4464
JLANCELLE@RHBATTERMAN.COM
PHONE:
EMAIL:
TDS
TONY MOSQUEDA
525 JUNCTION ROAD
MADISON, WI 53717
720-384-5723
TONYMOSQUEDA@TDSTELECOM.COM
FIBER OPTICS
UTILITIES CONTACTS
LAYER THICKNESS TYPE
CTH G, SHOULDER WIDENING
UPPER 3-INCHES 4 LT 58-28 S
LOWER 2-INCHES 4 LT 58-28 S
PHONE:
EMAIL:
MARK MISUN, PE
DANE COUNTY HIGHWAY DEPARTMENT
2302 FISH HATCHERY ROAD
MADISON, WI 53713
608-575-2824
MISUN.MARK@DANECOUNTY.GOV
COUNTY HIGHWAY ENGINEER
THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AS SHOWN ON THE PLANS ARE APPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THE PROJECT AREA THAT ARE NOT
SHOWN.
GENERAL NOTES
CONTRACTOR WILL BE RESPONSIBLE FOR RESHAPING AND SEEDING ANY PREVIOUSLY GRASSED AREAS WHICH
ARE DISTURBED BY OPERATIONS, OUTSIDE OF THE NORMAL CONSTRUCTION LIMITS.
HMA PAVEMENT WEIGHT CALCULATIONS ARE BASED ON 112 LBS/SY/IN.
NO TREES OR SHRUBS ARE TO BE REMOVED WITHOUT THE APPROVAL OF THE ENGINEER.
RIGHT OF WAY INFORMATION SHOWN ON THE PLANS IS APPROXIMATE.
THE CONTRACTOR IS TO WORK WITH UTMOST CARE AND PROTECT ALL SURVEY MARKERS. REMOVAL OF ANY
SURVEY MARKER IS TO BE WITH THE APPROVAL OF THE ENGINEER.
TOPSOIL SHALL BE PLACED 1-INCH BELOW THE TOP OF ADJACENT CONCRETE CURBS OR SIDEWALKS.
WHEN THE QUANTITY OF THE ITEMS OF BASE AGGREGATE, SUBBASE OR HMA PAVEMENT IS MEASURED FOR PAYMENT BY THE TON OR CUBIC YARD, THE DEPTH OR THICKNESS OF THE LAYERS SHOWN ON THE PLAN IS APPROXIMATE AND THE ACTUAL THICKNESS WILL DEPEND ON THE DISTRIBUTION OF THE MATERIAL AS
DIRECTED BY THE ENGINEER.
MAINTAIN EROSION CONTROL MEASURES UNTIL SUCH A TIME AS THE ENGINEER DETERMINES THE MEASURE IS
NO LONGER NECESSARY.
RADIUS DIMENSIONS FOR THE CURB AND GUTTER ARE TO THE FLANGE LINE UNLESS OTHERWISE NOTED.
CURVE DATA IS BASED ON THE RADIUS DEFINITION.
PAVEMENT REMOVAL WILL BE TO THE NEAREST JOINT OR A SAWED EDGE WILL BE REQUIRED AS DIRECTED BY
THE ENGINEER.
PRIOR TO PLACING THE NEW BASE AGGREGATE DENSE COURSE OR PAVED SHOULDERS EXISTING
UNCOMPACTED SHOULDER MATERIAL SHALL BE REMOVED OR DEPOSITED ON THE OUTER PORTION OF THE
EXISTING SHOULDER OR AS DIRECTED BY THE ENGINEER.
THE EXACT LOCATION AND WIDTH OF DRIVEWAYS SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD.
DRIVEWAYS SHALL BE REPLACED IN KIND. COMMERCIAL DRIVEWAYS SHALL BE A MINIMUM OF 30 FEET WIDE UNLESS SHOWN OTHERWISE IN THE PLANS. ALL RESIDENTIAL DRIVEWAYS SHALL BE A MAXIMUM OF 20 FEET
WIDE.
CURB AND GUTTER PLAN GRADES ARE AT THE FLANGE LINE UNLESS OTHERWISE NOTED.
PIPE ELEVATIONS, LENGTHS AND LOCATIONS AS SHOWN ON THE PLANS, MAY BE ADJUSTED TO FIT EXISTING
FIELD CONDITIONS AS DIRECTED BY THE ENGINEER.
JOINT TIES ARE REQUIRED FOR THE APRON ENDWALL AND THE LAST 2 SECTIONS OF CONCRETE PIPE.
THE CONTRACTOR'S PAVING OPERATION SHALL BE CONSISTENT WITH THE TYPICAL SECTIONS AND CONSTRUCTED TO PREVENT LONGITUDINAL JOINTS FROM BEING LOCATED WITHIN A DRIVING, TURNING, PASSING, OR PARKING LANE.
SAWCUTS, AS SHOWN ON THE PLANS, ARE SUGGESTED LOCATIONS AND MAY BE ADJUSTED AT THE DISCRETION
OF THE ENGINEER TO BETTER SUIT FIELD CONDITIONS.
PRIOR TO PLACEMENT OF BEAM GUARD THE SHOULDERS SHALL BE IN PLACE, SHAPED AND COMPACTED.
CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AT ALL TIMES EXCEPT WHEN PAVING OR PIPE LAYING OPERATIONS REQUIRE THE DRIVEWAY TO BE CLOSED. ACCESS TO DRIVEWAYS SHALL BE RE-ESTABLISHED IMMEDIATELY AFTER OPERATIONS ARE COMPLETED. ACCESS SHALL BE PROVIDED DURING ALL NON-WORKING
HOURS.
TRAFFIC CONTROL DEVICES SHALL BE ADJUSTED TO FIT FIELD CONDITIONS AS DIRECTED BY THE ENGINEER.
PRIOR TO ORDERING DRAINAGE PIPES, THE CONTRACTOR SHALL FIELD VERIFY RELATED DRAINAGE
INFORMATION IN THE PLAN WITH THE ENGINEER.
BEARINGS SHOWN ON THE PLAN ARE TRUE BEARINGS.
BEARINGS SHOWN ON THE PLAN ARE GROUND BEARINGS TO THE NEAREST SECOND.
DO NOT DRIVE OR STORE EQUIPMENT, OR STORE CONSTRUCTION MATERIALS IN ENVIRONMENTALLY SENSITIVE
AREAS, WETLANDS OR WATERWAYS.
ORDER OF SECTION 2 DETAIL SHEETS
GENERAL NOTES
PROJECT OVERVIEW
TYPICAL SECTIONS
CONSTRUCTION DETAILS
PLAN DETAILS
EROSION CONTROL
LAYER THICKNESS TYPE
CTH G, OVERLAY
UPPER 3-INCHES 4 LT 58-28 S
LAYER THICKNESS TYPE
CTH G, PAVEMENT REPLACEMENT
UPPER 2 1/4-INCHES 4 LT 58-28 S
LOWER 2 3/4-INCHES 3 LT 58-28 S
PHONE:
EMAIL:
RYAN RUDZINSKI, PE
RH BATTERMAN & CO., INC.
1040 N. WISCONSIN STREET
ELKHORN, WI 53121
262-379-2250
RRUDZINSKI@RHBATTERMAN.COM
PROJECT MANAGER
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-020101-GN.DWGFILE NAME : 12/4/2025 4:51 PMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1" = 1'
61011-2400 CTH G DANE GENERAL NOTES
LAYOUT NAME - 01
ABUT ABUTMENT
AC ACRE
AGG AGGREGATE
AH AHEAD
ANGLE
AADT ANNUAL AVERAGE DAILY TRAFFIC
AEW APRON ENDWALL
ASPH ASPHALTIC
BK BACK
BC BACK OF CURB
BAD BASE AGGREGATE DENSE
BL OR B/L BASE LINE
BM BENCH MARK
CB CATCH BASIN
CL OR C/L CENTER LINE
Δ CENTRAL ANGLE OR DELTA
CE COMMERCIAL ENTRANCE
CONC CONCRETE
CSW CONCRETE SIDEWALK
CONST CONSTRUCTION
CP CONTROL POINT
CO COUNTY
CTH COUNTY TRUCK HIGHWAY
CY CUBIC YARD
CP CULVERT PIPE
CPCA CULVERT PIPE CORRUGATED ALUMINUM
CPCPE CULVERT PIPE CORRUGATED POLYETHYLENE
CPCPP CULVERT PIPE CORRUGATED POLYPROPYLENE
CPCS CULVERT PIPE CORRUGATED STEEL
CPCSAC CULVERT PIPE CORRUGATED STEEL ALUMINUM COATED
CPCSPC CULVERT PIPE CORRUGATED STEEL POLYMER COATED
CPRC CULVERT PIPE REINFORCED CONCRETE
CPRCHE CULVERT PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL
CPS CULVERT PIPE SALVAGED
CPT CULVERT PIPE TEMPORARY
C & G CURB AND GUTTER
D DEGREE OF CURVE
DHV DESIGN HOUR VOLUME
DIA DIAMETER
DD DIRECTIONAL DISTRIBUTION
DE DRAINAGE EASEMENT
DWY DRIVEWAY
EA EACH
EB EASTBOUND
EL OR ELEV ELEVATION
EMB EMBANKMENT
EW ENDWALL
EAT ENERGY ABSORBING TERMINAL
ESALS EQUIVALENT SINGLE AXLE LOADS
EXC EXCAVATION
EBS EXCAVATION BELOW SUBGRADE
EXIST EXISTING
FERT FERTILIZER
FE FIELD ENTRANCE
FL OR F/L FLOW LINE
FT FOOT
FTMS FREE TRAFFIC MANAGEMENT SYSTEM
HES HIGH EARLY STRENGTH
HE HIGHWAY EASEMENT
CWT HUNDRED WEIGHT
IN DIA INCH DIAMETER
INL INLET
ID INSIDE DIAMETER
INTERS INTERSECTION
IH INTERSTATE HIGHWAY
INV INVERT
JT JOINT
LT LEFT
LHF LEFT HAND FORWARD
L LENGTH OF CURVE
LF LINEAR FOOT
LC LONG CHORD OF CURVE
LS LUMP SUM
MGAL ONE THOUSAND GALLONS
MH MANHOLE
ML OR M/L MATCH LINE
NOM NOMINAL
NC NORMAL CROWN
NB NORTHBOUND
NO NUMBER
OD OUTSIDE DIAMETER
PAVT PAVEMENT
PLE PERMANENT LIMITED EASEMENT
PC POINT OF CURVATURE
PI POINT OF INTERSECTION
PT POINT OF TANGENCY
PCC PORTLAND CEMENT CONCRETE
LB POUND
PSI POUNDS PER SQUARE INCH
PE PRIVATE ENTRANCE
PROJ PROJECT
PL PROPERTY LINE
PRW PROPOSED RIGHT OF WAY
R RADIUS
RL OR R/L REFERENCE LINE
REQD REQUIRED
RT RIGHT
RHF RIGHT HAND FORWARD
R/W RIGHT OF WAY
RD ROAD
RDWY ROADWAY
SHLDR SHOULDER
SW SIDEWALK
SB SOUTHBOUND
SPECS SPECIFICATIONS
SF SQUARE FEET
SY SQUARE YARD
SDD STANDARD DETAIL DRAWINGS
STH STATE TRUNK HIGHWAY
STA STATION
SSPC STORM SEWER PIPE COMPOSITE
SSCPE STORM SEWER PIPE CORRUGATED POLYETHYLENE
SSCPP STORM SEWER PIPE CORRUGATED POLYPROPYLENE
SSPNRC STORM SEWER PIPE NON-REINFORCED CONCRETE
SSPRC STORM SEWER PIPE REINFORCED CONCRETE
SSPRC STORM SEWER PIPE REINFORCED CONCRETE
SSPRCHE STORM SEWER PIPE REINFORCED CONCRETE HORIZONTAL ELLIPTICAL
SE SUPERELEVATION
SL OR S/L SURVEY LINE
TEMP TEMPORARY
TI TEMPORARY INTEREST
TLE TEMPORARY LIMITED EASEMENT
TC TOP OF CURB
TL OR T/L TRANSIT LINE
T TRUCKS (PERCENT OF)
TYP TYPICAL
USH UNITED STATES HIGHWAY
VAR VARIABLE
VC VERTICAL CURVE
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
W WEST
WB WESTBOUND
STANDARD ABBREVIATIONS
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-020101-GN.DWGFILE NAME : 12/4/2025 4:51 PMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1" = 1'
61011-2400 CTH G DANE
LAYOUT NAME - 02
GENERAL NOTES
40 45 50 55 60
105105
BEGIN PROJECT
STA 12+50.00
Y=430,675.113 X=742,856.335
END PROJECT
STA 103+39.69
MT VERNON
G
U
G
COLBY ROAD
RETTENMUND ROAD
PR
IM
RO
SE
C
EN
TE
R
R O
AD
BRITT VALLEY ROAD
MT VERNON CREEK
WEST BRANCH
SUGAR RIVER
LE
H
N H
ER
R
RO
AD
STRUCTURE B-13-0904
STA 16+00.00 - 22+37.02
NET EXCEPTION (BY OTHERS)
STRUCTURE B-13-0902
STA 97+68.63 - STA 100+38.73
NET EXCEPTION (BY OTHERS)
G 02 0.471
CULVERT REPLACEMENT
G 02 0.482
CULVERT REPLACEMENT
G 02 0.672
CULVERT REPLACEMENT
G 02 0.765
CULVERT REPLACEMENT
G 02 0.887
CULVERT REPLACEMENT
G 02 1.276
CULVERT REPLACEMENT
WEST BRANCH
SUGAR RIVER
G 02 0.480
CULVERT REPLACEMENT
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-020201-PO.DWGFILE NAME : 12/4/2025 4:53 PMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:1000 FT
61011-2400 CTH G DANE PROJECT OVERVIEW
2.0% TYP2.0% TYP
VARIES 10'-13' VARIES 11'-15'
3:1-9:110:1 MAX
RL
EXISTING ROW (VARIES 63' TO 177')
EXISTING BASE AGGREGATE
3-INCH TO 5-INCH EXISTING ASPHALT PAVEMENT
2' TO 4'
SHLD
2' TO 4'
SHLD
EXISTING TYPICAL BEAM GUARD SECTION
CTH G (RT)
STA 75+25 - STA 81+58
3:1 3:1 MAX
3'
R/W R/W
EXISTING TYPICAL BEAM GUARD SECTION
CTH G (RT)
STA 93+83 - STA 97+73
4:1-5:1 4:1-5:1
5'
2' TO 4'
SHLD
2'
EXISTING TYPICAL BEAM GUARD SECTION
CTH G (LT)
STA 79+09 - STA 80+45
4:14:1
3'2'
2' TO 4'
SHLD
3:1-9:1 10:1 MAX
VARIES VARIES
EXISTING TYPICAL SECTION
CTH G
STA 12+50 - STA 16+00
STA 22+37 - STA 97+68
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-020301-TS.DWGFILE NAME : 12/5/2025 9:01 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:10 FT
61011-2400 CTH G DANE TYPICAL SECTIONS
2.0%2.0%
11' 11'
RL
EXISTING ROW (VARIES 96' TO 161')
EXISTING BASE AGGREGATE
7-INCH EXISTING ASPHALT PAVEMENT
3'6'
R/W R/W
EXISTING PARKING VARIES (11' TYP.)
EXISTING GROUND
5-INCH EXISTING BASE AGGREGATE 3/4-INCH SHOULDERS (TYP.)
EXISTING TYPICAL SECTION
CTH G
STA 99+69 - STA 101+70
2.0%2.0%
11' 11'
RL
EXISTING ROW (VARIES 96' TO 161')
EXISTING BASE AGGREGATE
7-INCH EXISTING ASPHALT PAVEMENT
3'10'
R/W R/W
VARIES (11' TYP.)
EXISTING GROUND
5-INCH EXISTING BASE AGGREGATE 3/4-INCH SHOULDERS (TYP.)
EXISTING TYPICAL SECTION
CTH G
STA 103+05 - STA 103+77
2.0%2.0%
11' 11'
RL
EXISTING ROW (VARIES 96' TO 161')
EXISTING BASE AGGREGATE
7-INCH EXISTING ASPHALT PAVEMENT
3'10'
R/W R/W
4.5' VARIES (11' TYP.)
EXISTING GROUND
5-INCH EXISTING BASE AGGREGATE 3/4-INCH SHOULDERS (TYP.)
EXISTING TYPICAL SECTION
CTH G
STA 101+70 - STA 103+06
VARIES
(3'-4')
EXISTING CONCRETE SIDEWALK
VARIES
GRASS TERRACE
VARIES
(6.5' TYP.)
VARIES
(3'-4')
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-020301-TS.DWGFILE NAME : 12/5/2025 9:01 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:10 FT
61011-2400 CTH G DANE
TYPICAL SECTIONS
2.0% TYP2.0% TYP
RL
EXISTING CRUSHED AGGREGATE BASE COURSE
3'
3-INCHES HMA PAVEMENT 4 LT 58-28 S
2'3'2'
EXISTING ROW (VARIES 63' TO 177')R/W R/W
FINISHED TYPICAL BEAM GUARD SECTION
CTH G (RT)
STA 75+25 - STA 81+58
STA 93+83 - STA 97+73
2.5:1
2.5:1 MAX
VARIES
5'-7'
2' TO 4'
SHLD
FINISHED TYPICAL BEAM GUARD SECTION
CTH G (LT)
STA 79+09 - STA 80+45
2.5:1
2.5:1 MAX
VARIES
5'-7'
10' CLEAR ZONE10' CLEAR ZONE
4.0%4.0%
4:1 (TYP.)
3:1
EXISTING ASPHALT PAVEMENT
5-INCHES HMA PAVEMENT
UPPER LAYER = 3-INCHES, 4 LT 58-28 S
LOWER LAYER = 2-INCHES, 4 LT 58-28 S
5-INCHES BASE AGGREGATE DENSE 3/4-INCH
13-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
4:1 (TYP.)
3:1 TYP.
2:1 MAX.
VARIES VARIES
VARIES
VARIES
FINISHED TYPICAL SECTION
CTH G
STA 12+50 - STA 16+00
STA 22+37 - STA 97+68
NOTES:
SUPERELEVATION VARIES THROUGHOUT
CORRIDOR: 5%-11%. MATCH OVERLAY TO
EXISTING CROSS SLOPE.
2.0% TYP
VARIES
2.0% TYP
VARIES
FINISHED TYPICAL SECTION
CTH G (LT)
STA 28+50 - STA 79+43
STA 91+49 - STA 97+68
3'2'
2:1 MAX.4:1 TYP.
4.0%
5-INCHES HMA PAVEMENT
UPPER LAYER = 3-INCHES, 4 LT 58-28 S
LOWER LAYER = 2-INCHES, 4 LT 58-28 S
5-INCHES BASE AGGREGATE DENSE 3/4-INCH
13-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
FINISHED TYPICAL SECTION
CTH G (RT)
STA 25+62 - STA 72+95
3' 2'
2:1 MAX.
4:1 TYP.
4.0%
5-INCHES HMA PAVEMENT
UPPER LAYER = 3-INCHES, 4 LT 58-28 S
LOWER LAYER = 2-INCHES, 4 LT 58-28 S
5-INCHES BASE AGGREGATE DENSE 3/4-INCH
13-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-020301-TS.DWGFILE NAME : 12/5/2025 9:01 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:10 FT
61011-2400 CTH G DANE
LAYOUT NAME - 03
NOTES:
CONTAMINATED SOIL ON NORTH SIDE OF
BRIDGE, SEE SPECIAL PROVISIONS
2.0%2.0%
11' 11'
RL
EXISTING ROW (VARIES 96' TO 161')
EXISTING BASE AGGREGATE
7-INCH EXISTING ASPHALT PAVEMENT
3'6' VARIES (11' TYP.)
EXISTING GROUND
5-INCH EXISTING BASE AGGREGATE 3/4-INCH SHOULDERS (TYP.)
FINISHED TYPICAL SECTION
CTH G
STA 99+69 - STA 100+39
VARIES 3'-14'
EXISTING ASPHALT
VARIES
0'-11'2.5'
5-INCHES HMA PAVEMENT
UPPER LAYER, 2 1/4-INCHES, 4 LT 58-28 S
LOWER LAYER, 2 3/4-INCHES, 3 LT 58-28 S
VARIES 10%-12%
VARIES
R/W R/W
CONCRETE DRIVEWAY CURB & GUTTER, 30-INCH, TYPE D
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-020301-TS.DWGFILE NAME : 12/5/2025 9:01 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:10 FT
61011-2400 CTH G DANE
LAYOUT NAME - 04
2.0%2.0%
RL
EXISTING ROW (VARIES 96' TO 161')
EXISTING BASE AGGREGATE
3'6'
R/W R/W
14' TYP. VARIES (11' TYP.)
EXISTING GROUND
5-INCH BASE AGGREGATE 3/4-INCH SHOULDERS (TYP.)
2.5'
CONCRETE DRIVEWAY CURB & GUTTER, 30-INCH, TYPE D
2-INCHES BASE AGGREGATE DENSE 1 1/4-INCH (LEVELING COURSE)
5-INCHES HMA PAVEMENT
UPPER LAYER, 2 1/4-INCHES, 4 LT 58-28 S
LOWER LAYER, 2 3/4-INCHES, 3 LT 58-28 S
FINISHED TYPICAL SECTION
CTH G
STA 100+39 - STA 101+70
EXISTING ASPHALT
5-INCHES HMA PAVEMENT
UPPER LAYER, 2 1/4-INCHES, 4 LT 58-28 S
LOWER LAYER, 2 3/4-INCHES, 3 LT 58-28 S
6%-12%
VARIES
VARIES 4.0%
VARIES
5'
1.5 %
FINISHED TYPICAL SECTION
CTH G
STA 102+41 - STA 103+85
CONCRETE CURB & GUTTER, 30-INCH, TYPE D
GRASS TERRACE
VARIES
5'
1.5 %
FINISHED TYPICAL SECTION
CTH G
STA 101+70 - STA 102+41
5-INCHES HMA PAVEMENT
UPPER LAYER, 2 1/4-INCHES, 4 LT 58-28 S
LOWER LAYER, 2 3/4-INCHES, 3 LT 58-28 S
CONCRETE DRIVEWAY CURB & GUTTER, 30-INCH, TYPE D
VARIES (7.5' TYP.)
7.5'
VARIES
(4'-5')
1.5 %
FINISHED TYPICAL SECTION
AROUND RADIUS AT STH 92
CONCRETE CURB & GUTTER, 30-INCH, TYPE D
VARIES (3.5'-10')
EXISTING PAVEMENTGRASS TERRACE
2 1/2:1 MAX
CONCRETE SIDEWALK, 4-INCH
6-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
4-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
CONCRETE SIDEWALK, 4-INCH
4-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
CONCRETE SIDEWALK, 4-INCH
4-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
6-INCHES BASE AGGREGATE DENSE 1 1/4-INCH
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-020301-TS.DWGFILE NAME : 12/5/2025 9:01 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:10 FT
61011-2400 CTH G DANE
LAYOUT NAME - 05
EXISTING BASE EXISTING BASE
EXISTING ASPHALT
REMOVING PAVEMENT BUTT JOINTS
HMA PAVEMENT 4 LT 58-28 S
25':1" TRANSITION
VARIES
VARIES
3" 3"
19' 56'
PAY LIMITS FOR REMOVING ASPHALTIC SURFACE BUTT JOINTS
SAW CUT REQ'D
BUTT JOINT DETAIL FOR OVERLAY ON MAINLINE & SIDEROADS
STA 12+50 - STA 13+25
STA 15+25 - STA 16+00
STA 22+37 - STA 23+12
STA 96+93 - STA 97+68
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-021001-CD.DWGFILE NAME : 12/5/2025 9:10 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:10 FT
61011-2400 CTH G DANE CONSTRUCTION DETAILS
RIPRAP TREATMENT AT CULVERTS
SECTION A-A
ENDWALL
12" MIN THICKNESS
FOR RIPRAP
12" 12"
GEOTEXTILE FABRIC
TYPE "R" REQD
AA
VARIES
VA
RI
ES
VARIABLE
GRANULAR
BACKFILL
GRADE 2
5'
SUBGRADE
D(FEET)
MIN
CABC
PAVEMENT
CROSS DRAIN INSTALLATION DETAIL
GRANULAR
BACKFILL
GRADE 2
50'
SUBGRADE
50'
CABC
PAVEMENT
CROSS DRAIN INSTALLATION DETAIL
D(FEET)5'
6" MIN
6" MIN
10:1 10:1
VAR.VAR.
*5' Min. *5' Min.
*5' Min. *5' Min.
* Pavement Removal Limits (Typical)
NORMAL
TRENCH
VAR.
NORMAL
TRENCH
VAR.
FOR D 5'
FOR D/ 5'
5' MIN
WISDOT/CADDS SHEET 42
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-021001-CD.DWGFILE NAME : 12/5/2025 9:10 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:10 FT
61011-2400 CTH G DANE CONSTRUCTION DETAILS
LAYOUT NAME - 02
AutoCAD SHX Text 5'
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
74+00
75+00
76+00
77+00
78+00 79+00
80+00
81+00
82+00
XXXXXXXXXX X
XXXXXXX
X X
X X
X X
X X
X X
X X
X X
X X
X X
X X
CTH G
048/0507-041-8340-0
DEBORAH POSTWEILER TRUST
048/0507-041-8030-0
ROBERT & PATRICIA SCHULTZ
048/0507-041-8102-0
COLBY ROSE ACRES LLC
P.L.
R/W
R/W
GRAVEL
R/W
SLOPE INTERCEPT (TYP.)
CO
LB
Y
RO
AD
TDS
FIBER OPTICS
G 02 1.276MGS 3K
MGS EAT
R20'
SEE PLAN SHEETS FOR
CULVERT INFORMATION
+70.28, 16' RT
MGS EAT
R4 6'
STA 74+15.98, 18' RT
+0 3.
, 1
6' R
T +56.71, 18' RT
+43.71, -61' LT
+6 9.
, 3
6' R
T
+8 7.
, 5
0' R
T
R/W
TLE
BG POST #1
STA 74+42.77, 17' RT
STA 74+67.18, 16' RT
BG POST #5
BG POST #9
REMOVE EXISTING GUARDRAIL
ST
A
+0
5.
, 1 6'
R T
ST
A
+3
0.
, 1 7'
R T
ST
A
+5
5.
, 1 8'
R T
BG POST #1
BG POST #5
BG POST #9
16'
SHAPE AGGREGATE SHOULDER
AFTER GUARDRAIL REMOVAL
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-021201-PD.DWGFILE NAME : 12/5/2025 9:15 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:50 FT
LAYOUT NAME - 01
61011-2400 CTH G DANE PLAN DETAILS
GUARDRAIL LEGEND
MGS 3K MGS GUARDRAIL 3 K (SDD 14B42)
MGS EAT MGS GUARDRAIL TERMINAL EAT (SDD 14B44)
OH
OH
OH
OH
OH
OH
OH
OH
OH
WELL
GUY GUY
GUYGUY
GUY
GUY
GUY
FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO FO FO FO FO FO FO FO FO
SIGN
SIGN
SIGN
SIGN
92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00
X X
X X
X
XX
XXXXXXXXXXXXXX
X X
X X
X X
X
XXXXXXXXXXXX
CTH G
054/0607-343-6020-4
KRISTINE & STEVEN SHERVEN 054/0607-343-6020-4
KRISTINE & STEVEN SHERVEN
054/0607-343-2000-6
P.L.
P.L.
P.
L.
P.
L.
R/W
R/W
R/W
R/ W
R/W
ASPHALT
048/0507-334-8051-4
DANE COUNTY
048/0607-343-4003-0
LAWRENCE LESTER
1668 LIBERTY ST
054/0607-343-4055-7
KRISTINE & STEVEN SHERVEN
8668 LIBERTY ST
M T.
V
ER
N O
N C
RE
EK
SLOPE INTERCEPT (TYP.)
ALLIANT ENERGY
OVERHEAD ELECTRIC
TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
BUTT JOINT SEE DETAIL (TYP.)
MGS 3K
MGS EAT
R46'
+63.50, 62' RT
+3 4.
, 1
6' R
T
+8 1.
, 1
8' R
T
+0 9.
, 1
6' R
T +6 1.
, 1
8' R
T
MGS EAT
WETLAND BOUNDARY (TYP.)
+13.42, 53' RT
BG POST #1
BG POST #5
BG POST #9 BG POST #1
BG POST #5
BG POST #9
+4 1.
, 1
4' R
T
ST
A
+8
0.
, 1 8.
' R
T
ST
A
+0
5.
, 1 7.
' R
T
ST
A
+3
0.
, 1 6.
' R
T
ST
A
+6
2.
, 1 7.
' R
T
ST
A
+1
1.
, 1 6.
' R
T
ST
A
+3
5.
, 1 7.
' R
T
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-021201-PD.DWGFILE NAME : 12/5/2025 9:15 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : ##########
LAYOUT NAME - 02
61011-2400 CTH G DANE PLAN DETAILS
GUARDRAIL LEGEND
MGS 3K MGS GUARDRAIL 3 K (SDD 14B42)
MGS EAT MGS GUARDRAIL TERMINAL EAT (SDD 14B44)
POST
DTRE 6 X3
DTRE 48
ST
H
054/0607-343-6706-5
8638 DAVIS ST
R/ W
R/W
CTH G
103+00 104+00
CONCRETE CURB & GUTTER 30"
61 LF FROM STA 103+39
PROTECT EXISTING COBBLESTONE
PILLARS DURING CONSTRUCTION (TYP.)
919.78 ME
919.75 ME
R/ W
R/W
921.55 ME
921.91 TC
918.64 TC
919.94 TW
919.94 TW
919.94 TW
920.01 TW
4'
3'
R18'
R5'
STA 103+64.24, -41' LT
STA 103+67.67, -32' LT
921.25 ME
920.44 TC
921.43 TC
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-021301-CR.DWGFILE NAME : 12/5/2025 9:18 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:10 FT
61011-2400 CTH G DANE CURB DETAIL
13+00 14+00 15+00 16+00 17+00 18+00
X X X X XX
X X
X X
X X
X X X
X X
X X
X X
X X
X X
CTH G
048/0507-043-9085-0
DAVID J RHINER
048/0507-043-9085-0
DAVID J RHINER
048/0507-043-9150-0
TYLER & CHRISTINA
MARCINSKE
048/0507-043-9721-0
MARC & DANIELLE RHINER
P.L. P.L.
P.
L.
R/W
ASPHALT
GRAVEL
SLOPE INTERCEPT (TYP.)
GRAVEL
WETLAND BOUNDARY (TYP.)
R/W
18+00 19+00 20+00 21+00 22+00 23+00 24+00
X X
X X
X X
X X
X X
X
CTH G
048/0507-043-8190-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON
048/0507-043-9501-0
LOSENEGGER FAMILY FARM LLC
048/0507-043-9721-0
MARC & DANIELLE RHINER
P.
L.
P.L.
P.L.
R/W
GRAVEL
SLOPE INTERCEPT (TYP.)
WETLAND BOUNDARY (TYP.)
W
ES
T
BR
AN
CH
SU
G
AR
R
IV
ER
(N O
RT
H
R/W
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-022001-EC.DWGFILE NAME : 12/5/2025 9:34 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 01
61011-2400 CTH G DANE EROSION CONTROL
EROSION MAT CLASS I, TYPE B IN DITCH LINE
SILT FENCE
RIP RAP
TEMPORARY DITCH CHECK
CULVERT PIPE CHECK
SURFACE WATER FLOW
LEGEND
EROSION MAT CLASS II, TYPE B
EROSION MAT CLASS II, TYPE C
EROSION MAT CLASS I, TYPE B
INLET PROTECTION TYPE D
24+00 25+00 26+00 27+00 28+00 29+00 30+00
CTH G
048/0507-043-8175-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON 048/0507-043-8160-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON
048/0507-043-8001-0
LOSENEGGER FAMILY FARM LLC
P.
L. P.
L.
R/W
GRAVEL
SLOPE INTERCEPT (TYP.)
R/W
TLE
30+00
31+00
32+00 33+00
34+00
35+00
36+00
CTH G
048/0507-043-8190-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON
048/0507-043-8001-0
LOSENEGGER FAMILY FARM LLC
P.L.
R/W
SLOPE INTERCEPT (TYP.)
R/W
TLE
TLE
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-022001-EC.DWGFILE NAME : 12/5/2025 9:34 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 02
61011-2400 CTH G DANE EROSION CONTROL
EROSION MAT CLASS I, TYPE B IN DITCH LINE
SILT FENCE
RIP RAP
TEMPORARY DITCH CHECK
CULVERT PIPE CHECK
SURFACE WATER FLOW
LEGEND
EROSION MAT CLASS II, TYPE B
EROSION MAT CLASS II, TYPE C
36+00
37+00
38+00 39+00
40+00
41+00
XXXXXX
XXXXXXXX
XXXXXXXXXXXXXX
X X
X X
X X
XX
X
X X
RETTENMUND ROAD
CTH G
048/0507-043-9500-3
LOSENEGGER FAMILY FARM LLC
048/0507-043-8001-0
LOSENEGGER FAMILY FARM LLC
048/0507-043-8190-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON
P.
L.
P.
L.
R/W
R/W
SLOPE INTERCEPT (TYP.)
G 02 0.471
G 02 0.482
G 02 0.480
TLE
TLE
42+00 43+00 44+00 45+00 46+00 47+00
CTH G
048/0507-043-9000-9
048/0507-044-8500-0
LOSENEGGER FAMILY FARM LLC
R/W
R/W
SLOPE INTERCEPT (TYP.)
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-022001-EC.DWGFILE NAME : 12/5/2025 9:34 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 03
61011-2400 CTH G DANE EROSION CONTROL
EROSION MAT CLASS I, TYPE B IN DITCH LINE
SILT FENCE
RIP RAP
TEMPORARY DITCH CHECK
CULVERT PIPE CHECK
SURFACE WATER FLOW
LEGEND
EROSION MAT CLASS II, TYPE B
EROSION MAT CLASS II, TYPE C
47+00 48+00 49+00 50+00 51+00 52+00 53+00
XXXXXXXX
XXXXXXXXXXXX
XX
X X
XX
X X
X X
XX
X
XX
X X
X
XX
X X
X
X X
X X
XX
X
X X X
X
CTH G
048/0507-044-8500-0
LOSENEGGER FAMILY FARM LLC
048/0507-043-9000-9
R/W
R/W
ASPHALT
SLOPE INTERCEPT (TYP.)
G 02 0.672
G 02 0.765
TLE
53+00 54+00 55+00 56+00 57+00 58+00 59+00
X X
X X
XX
X
X
XX
X
X
XX
X X
X X X
X X
X
CTH G
048/0507-041-8102-0
COLBY ROSE ACRES LLC
048/0507-044-8040-0
LOSENEGGER FAMILY FARM LLC
048/0507-044-8500-0
LOSENEGGER FAMILY FARM LLC
048/0507-043-9000-9
P.
L.
P.
L.
R/W
R/W
SLOPE INTERCEPT (TYP.)
G 02 0.765
G 02 0.887TLE
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-022001-EC.DWGFILE NAME : 12/5/2025 9:34 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 04
61011-2400 CTH G DANE EROSION CONTROL
EROSION MAT CLASS I, TYPE B IN DITCH LINE
SILT FENCE
RIP RAP
TEMPORARY DITCH CHECK
CULVERT PIPE CHECK
SURFACE WATER FLOW
LEGEND
EROSION MAT CLASS II, TYPE B
EROSION MAT CLASS II, TYPE C
59+00
60+00
61+00
62+00
63+00
64+00
+0
X X X X X X XX X X
XX
XX
X
XXXXXXXXXXXX
XX XX XX XX XX XX
CTH G
PR
IM
RO
SE
C
EN
TE
R
RO
AD
PRIMROSE CENTER ROAD
048/0507-041-8102-0
COLBY ROSE ACRES LLC
048/0507-044-8040-0
LOSENEGGER FAMILY FARM LLC
048/0507-044-9501-3
DEBORAH POSTWEILER
TRUST
R/W
R/W
R/ W
SLOPE INTERCEPT (TYP.)
G 02 0.887
65+00
66+00 67+00
68+00
69+00
70+00
CTH G
048/0507-044-9501-3
DEBORAH POSTWEILER TRUST
048/0507-041-8102-0
COLBY ROSE ACRES LLC
R/W
R/W
SLOPE INTERCEPT (TYP.)
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-022001-EC.DWGFILE NAME : 12/5/2025 9:35 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 05
61011-2400 CTH G DANE EROSION CONTROL
EROSION MAT CLASS I, TYPE B IN DITCH LINE
SILT FENCE
RIP RAP
TEMPORARY DITCH CHECK
CULVERT PIPE CHECK
SURFACE WATER FLOW
LEGEND
EROSION MAT CLASS II, TYPE B
EROSION MAT CLASS II, TYPE C
71+00
72+00
73+00 74+00
75+00
76+00
CTH G
048/0507-041-8102-0
COLBY ROSE ACRES LLC
048/0507-044-9501-3
DEBORAH POSTWEILER TRUST
P.L.
R/W
R/W
ASPHALT
SLOPE INTERCEPT (TYP.)
76+00
77+00
78+00 79+00
80+00
81+00
82+00
XXXXXX XX XX XXXX
XXXXXXXXX
X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
CTH G
CO
LB
Y
RO
AD
048/0507-041-8340-0
DEBORAH POSTWEILER TRUST
048/0507-041-8030-0
ROBERT & PATRICIA SCHULTZ048/0507-041-8102-0
COLBY ROSE ACRES LLC R/W
R/W
SLOPE INTERCEPT (TYP.)
G 02 1.276
TLE
R/W
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-022001-EC.DWGFILE NAME : 12/5/2025 9:35 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 06
61011-2400 CTH G DANE EROSION CONTROL
EROSION MAT CLASS I, TYPE B IN DITCH LINE
SILT FENCE
RIP RAP
TEMPORARY DITCH CHECK
CULVERT PIPE CHECK
SURFACE WATER FLOW
LEGEND
EROSION MAT CLASS II, TYPE B
EROSION MAT CLASS II, TYPE C
82+00 83+00 84+00 85+00 86+00 87+00 88+00
XX
X XX
XX XX XXX XX
CTH G
ROBERT & PATRICIA SCHULTZ
048/0507-032-8601-5
SHANA LYNN HAACK
048/0507-032-8690-0
HACK TRUST
048/0507-041-8030-0
ROBERT & PATRICIA SCHULTZ
P.L
R/W
R/W
SLOPE INTERCEPT (TYP.)
88+00 89+00 90+00 91+00 92+00 93+00 94+00
XXXXXXXXXX
CTH G
048/0507-343-9251-9
PAMELA & STEVEN BRUMM
048/0507-334-8051-4
DANE COUNTY
048/0507-032-8145-9
HAACK TRUST
048/0607-343-4003-0
LAWRENCE LESTER
1668 LIBERTY STP.L.
P.L.
P.L.
P.L.
R/W
R/W
ASPHALT
048/0507-032-8690-0
HACK TRUST
048/0507-032-8601-5
SHANA LYNN HAACK
SLOPE INTERCEPT (TYP.)
GRAVEL
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-022001-EC.DWGFILE NAME : 12/5/2025 9:35 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 07
61011-2400 CTH G DANE EROSION CONTROL
EROSION MAT CLASS I, TYPE B IN DITCH LINE
SILT FENCE
RIP RAP
TEMPORARY DITCH CHECK
CULVERT PIPE CHECK
SURFACE WATER FLOW
LEGEND
EROSION MAT CLASS II, TYPE B
EROSION MAT CLASS II, TYPE C
SIGN
SIGN
SIGN
SIGN
94+00 95+00 96+00 97+00 98+00 99+00
X X X
X X
X X
XX
XX
XXXXXXXXXXXXXXXXXXX
X
X X
X X
X X
XXXXXXXXXXXXXXX
CTH G
054/0607-343-6020-4
KRISTINE & STEVEN SHERVEN
054/0607-343-6020-4
KRISTINE & STEVEN SHERVEN
P.
L.
P.
L.
R/ W
R/W
R/W
R/W
R/W
R/ W
R/ W
R/W
ASPHALT
048/0507-334-8051-4
DANE COUNTY 048/0507-334-8051-4
DANE COUNTY
048/0607-343-4003-0
LAWRENCE LESTER
1668 LIBERTY ST
054/0607-343-4055-7
KRISTINE & STEVEN SHERVEN
8668 LIBERTY ST
SLOPE INTERCEPT (TYP.)
M T.
V
ER
N O
N C
RE
EK
WETLAND BOUNDARY (TYP.)
SIGN
SIGN
SIGN POST
POST
SIGN
99+00 100+00 101+00 102+00 103+00 104+00
X X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X
XX X X X X X X X X X X X X X X X X X
X X
X X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X XX
X
X X
X X
X X
X X
X X
X X
X
X X X X
X
CTH G
PE
N
N S
TR
EE
T
ST
H
054/0607-343-6020-4
KRISTINE & STEVEN SHERVEN
054/0607-343-6682-4
THOMAS GEIGER
8648 DAVIS ST
054/0607-343-6661-9
CARRICH BAR LLC
8646 DAVIS ST
054/0607-343-6041-9
MT VERNON
TELEPHONE CO LLC
054/0607-343-6052-6
GRAHAM REVOCABLE TRUST
8641 DAVIS ST
054/0607-343-6063-3
AREALITY LLC
8639 DAVIS ST
054/0607-343-6074-0
AREALITY LLC
054/0607-343-6084-8
SUGAR RIVER
PROPERTIES LLC
8637 DAVIS ST
054/0607-343-6671-7
QUEEN COLE LLC
8644 DAVIS ST
054/0607-343-6716-3
JOHN & DEBBIE MORGAN
8640 DAVIS ST
054/0607-343-6706-5
8638 DAVIS ST
P.
L.
P.
L.
P.
L.
P.
L.
P.
L.
P.L.
P.
L.
P.
L.
P.
L.
P.
L.
R/ W
R/W
R/W
R/W
R/W
R/ W
R/ W
R/
WR/
W
R/ W
R/ W
GRAVEL
ASPHALT
048/0507-334-8051-4
DANE COUNTY
SLOPE INTERCEPT (TYP.)
M T.
V
ER
N O
N C
RE
EK
ASPHALTIC FLUME
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-022001-EC.DWGFILE NAME : 12/5/2025 9:35 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 08
61011-2400 CTH G DANE EROSION CONTROL
EROSION MAT CLASS I, TYPE B IN DITCH LINE
SILT FENCE
RIP RAP
TEMPORARY DITCH CHECK
CULVERT PIPE CHECK
SURFACE WATER FLOW
LEGEND
EROSION MAT CLASS II, TYPE B
EROSION MAT CLASS II, TYPE C
X X X X XX
X
X X
X X
X X
X X X
X X
X X
X X
X X
X
CTH G
048/0507-043-9085-0
DAVID J RHINER
048/0507-043-9085-0
DAVID J RHINER
048/0507-043-9150-0
TYLER & CHRISTINA
MARCINSKE
048/0507-043-9721-0
MARC & DANIELLE RHINER
P.L. P.L.
P.
L.
R/W
GRAVEL
STA 12+77 LT
BASE AGG. P.E. STA 14+68 LT
ASPHALT P.E.
13+00 14+00 15+00 16+00 17+00 18+00
PI
: 1
7+
.8
PT
: 1
3+
.6
SLOPE INTERCEPT (TYP.)
BUTT JOINT SEE DETAIL (TYP.)
PI STA = 12+16.17
Y = 430642.503 X = 742846.553
D = 1°24'51" T = 154.62' L = 309.08' R = 4051.77'
PC STA = 10+61.55
PT STA = 13+70.64
RTDELTA = 4°22'15"
N13° 40' 24.98"E
417.195
BEGIN PROJECT
STA 12+50.00
3' 2'
3' 2'
WETLAND BOUNDARY (TYP.)
R/W
OHOHOHOHOHOHOHOHOHOHOH
FO
FO
FO
FO
FO
FO
FO FO
FO FO FO FO FO FO FO FO FO FO FO FO
X
X X
X X
X X
X X
X X
CTH G
048/0507-043-8190-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON
048/0507-043-9501-0
LOSENEGGER FAMILY FARM LLC
048/0507-043-9721-0
MARC & DANIELLE RHINER
P.
L.
P.L.
P.L.
R/W
W
ES
T
BR
AN
CH
SU
G
AR
R
IV
ER
(N O
RT
H
) STA 20+65 LT
BASE AGG F.E.
STA 20+65 LT
BASE AGG P.E.
18+00 19+00 20+00 21+00 22+00 23+00 24+00
PC
: 2
1+
.9
PT
: 2
3+
.5
PI STA = 22+83.74
Y = 431680.258 X = 743097.726
D = 0°37'06" T = 102.82' L = 205.64' R = 9267.73'
PC STA = 21+80.92
PT STA = 23+86.55
RTDELTA = 1°16'17"
STRUCTURE B-13-0904
STA 16+00.00 - 22+37.02
(NET EXCEPTION, BY OTHERS)
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
BUTT JOINT SEE DETAIL (TYP.)
N13° 35' 14.96"E
388.507
N13° 18' 44.34"E
4.578
3' 2'
3' 2'
WETLAND BOUNDARY (TYP.)
R/W
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:54 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
61011-2400 CTH G DANE PLAN SHEETS
OHOHOHOHOHOHOHOHOH
O H
GU
Y
GU
Y
FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO
OH
OH
OH
OH
OH
FO
FO FO FO
FO
CTH G
048/0507-043-8175-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON 048/0507-043-8160-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON
048/0507-043-8001-0
LOSENEGGER FAMILY FARM LLC
P.
L. P.
L.
R/W
STA 20+65 LT
BASE AGG F.E.
STA 27+80 LT
BASE AGG P.E.
24+00 25+00 26+00 27+00 28+00 29+00 30+00
PI
: 2
6+
.0
PC
: 2
7+
.5
PT
: 2
3+
.5
PT
: 2
9+
.7
PI STA = 28+66.17
Y = 432243.580 X = 743245.694
D = 1°13'38" T = 124.65' L = 249.25' R = 4669.15'
PC STA = 27+41.51
PT STA = 29+90.76
RTDELTA = 3°03'31"
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
TDS
FIBER OPTICS
N14° 52' 35.76"E
141.450 N17° 56' 06.45"E
N14° 35' 01.01"E
213.509
3' 2'
3' 2'
R/W
TLE
GUY
GUY
GUY
GUY
FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
OH OH
OH
OH
OH
OH OH OH OH
OH
OH
OH
OH
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
CTH G
048/0507-043-8190-0
MICHAEL J LOSENEGGER & RAYNE D ARNESON
048/0507-043-8001-0
LOSENEGGER FAMILY FARM LLC
P.L.
R/W 30+00
31+00
32+00 33+00
34+00
35+00
36+00
PI
: 3
4+
.6
PC
: 3
0+
.4
PC
: 3
5+
.0
PT
: 3
4+
.8
PT
: 2
9+
.7
PI STA = 32+66.37
Y = 432624.390 X = 743368.950
D = 5°37'25" T = 205.92' L = 406.36' R = 1018.86'
PC STA = 30+60.45
PT STA = 34+66.81
RTDELTA = 22°51'07"
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
FIBER OPTICS
N17° 56' 06.45"E
69.690
N40° 47' 12.97"E 26.828
N41° 23' 03.23"E 33.368
3' 2'
3' 2'
R/W
TLE
TLE
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:54 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
OH
GUY
GUY
GUY
FO
FO
FO
FO
FO
OH
OH
OH
OH
OH
E E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO
FO
FO
FO
FO
FO
FO
XXXXXX
XXXXXXXX
XXXXXXXXXXXXXX
X X
X X
X X
XX
X
X X
RETTENMUND ROAD
CTH G
048/0507-043-9500-3
LOSENEGGER FAMILY FARM LLC
048/0507-043-8001-0
LOSENEGGER FAMILY FARM LLC
048/0507-043-8190-0
MICHAEL J LOSENEGGER &
RAYNE D ARNESON
P.
L.
P.
L.
R/W
R/W
36+00
37+00
38+00 39+00
40+00
41+00
PT
: 4
0+
.6
PI STA = 38+01.79
Y = 433031.812 X = 743724.709
D = 9°01'06" T = 274.78' L = 518.69' R = 635.32'
PC STA = 35+27.01
PT STA = 40+45.69
RTDELTA = 46°46'39"
G 02 0.471
G 02 0.482
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
TDS
FIBER OPTICS
REMOVE EX. PACS 28X20-INCH
REMOVE EX. PACS 49X33-INCH
N88° 09' 42.27"E154.861
N41° 23' 03.23"E
33.368
3'
2' 3' 2'
BUTT JOINT SEE DETAIL (TYP.)
48 LF CPRCHE CLASS HE-III 34x53-INCH REQUIRED
STA 37+40
SKEW 0°
LHF RHF
56 LF CPRCHE CLASS HE-III 38x60-INCH REQUIRED
STA 37+88
SKEW 31°
LHF
RHF
2.1 STA 38+00.53, 22.36' RT
APRON ENDWALLS FOR CPRCHE 38x60-INCH
3.1 STA 38+11.92, 21.85' RT
APRON ENDWALLS FOR CPRCHE 38x60-INCH
2.2STA 37+71.21, 25.49' LT
APRON ENDWALLS FOR CPRCHE 38x60-INCH
3.2STA 37+81.04, 25.00' LT
APRON ENDWALLS FOR CPRCHE 38x60-INCH
G 02 0.480
56 LF CPRCHE CLASS HE-III 38x60-INCH REQUIRED
STA 37+98
SKEW 33°
LHF
RHF
R/W
927.95
928.10 928.40
928.28
928.20
928.00
1.2STA 37+37.61, 25.42' LT
APRON ENDWALLS FOR CPRCHE 34x53-INCH
1.1STA 37+37.40, 22.58' RT
APRON ENDWALLS FOR CPRCHE 34x53-INCH
TLE
TLE
OHOHOHOHOHOHOHOHOHOHOH
OH
OH
GUYGUY
FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO FO FO FO FO
CTH G
048/0507-043-9000-9
048/0507-044-8500-0
LOSENEGGER FAMILY FARM LLC
R/W
R/W
42+00 43+00 44+00 45+00 46+00 47+00
PI
: 4
2+
.5
PI
: 4
3+
.8
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
TDS
FIBER OPTICS
N88° 09' 42.27"E
154.861
N89° 05' 54.03"E
137.310 N89° 17' 28.93"E
597.933
3' 2'
3' 2'
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:54 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 03
OHOHOHOHOH GUYE
E E
FO FO FO FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO
FO FO FO FO
FO
FO FO FO FO FO FO
XXXXXXXX
XXXXXXXXXXXX
XX
X X
XX
X X
X X
XX
X
XX
X X
X
XX
X X
X
X X
X X
XX
X
X X X
X
CTH G
048/0507-044-8500-0
LOSENEGGER FAMILY FARM LLC
048/0507-043-9000-9
R/W
R/W
STA 50+47 LT
ASPHALT P.E.
47+00 48+00 49+00 50+00 51+00 52+00 53+00
PI
: 4
9+
.8
G 02 0.672 G 02 0.765
SLOPE INTERCEPT (TYP.)TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
ALLIANT ENERGY
UNDERGROUND ELECTRIC
REMOVE CPCS 15-INCH
REMOVE EX. CPCS 30-INCH
N88° 40' 36.01"E
402.218
3' 2'
3' 2'
48 LF CPRC CLASS IV 24-INCH REQUIRED
STA 47+99
SKEW 24° LHF
RHF
56 LF CPRC CLASS IV 30-INCH REQUIRED
STA 52+94
SKEW 12° LHF
RHF
4.2 STA 47+88.44, 24.28' RT
APRON ENDWALLS FOR CPRC 24-INCH
TLE
978.00
980.00
989.00
993.50
4.1 STA 48+08.14, 19.65' LT
APRON ENDWALLS FOR CPRC 24-INCH
5.1STA 52+98.44, 23.96' LT
APRON ENDWALLS FOR CPRC 30-INCH
5.2STA 52+87.08, 30.77' RT
APRON ENDWALLS FOR CPRC 30-INCH
FO FO FO FO FO FO FO FO FO FO FO FO FO
FO FO
FO
FO FO FO FO
FO FO FO FO FO FO FO FO FO
X X
X X
XX
X
X
XX
X
X
XX
X X
X X X
X X
X
CTH G
048/0507-041-8102-0
COLBY ROSE ACRES LLC
048/0507-044-8040-0
LOSENEGGER FAMILY FARM LLC
048/0507-044-8500-0
LOSENEGGER FAMILY FARM LLC
048/0507-043-9000-9
P.
L.
P.
L.
R/W
R/W
53+00 54+00 55+00 56+00 57+00 58+00 59+00
PI
: 5
3+
.0
PI
: 5
5+
.6
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
N88° 51' 00.41"E
346.971
N88° 54' 44.26"E
249.593
3' 2'
3' 2'
989.00
993.50
TLE
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:54 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 04
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FOX X X X X X XX X X
XX
XX
X
XXXXXXXXXXXX
XX XX XX XX XX XX
CTH G
PR
IM
RO
SE
C
EN
TE
R
RO
AD
PRIMROSE CENTER ROAD
048/0507-041-8102-0
COLBY ROSE ACRES LLC
048/0507-044-8040-0
LOSENEGGER FAMILY FARM LLC
R/W
R/W
R/ W
59+00
60+00
61+00
62+00
63+00
64+00
+0
PI
: 5
9+
.5
PC
: 6
0+
.3
PC
: 6
2+
.4
PT
: 6
2+
.5
M id
: 6 1+
.4
PI STA = 61+46.68
Y = 433081.617 X = 746099.901
D = 15°45'10" T = 97.35' L = 190.23' R = 363.72'
PC STA = 60+49.34
PT STA = 62+39.57
LTDELTA = 29°58'02"
PI STA = 64+82.82
Y = 433259.309 X = 746390.472
D = 16°27'53" T = 235.40' L = 413.93' R = 347.99'
PC STA = 62+47.43
PT STA = 66+61.35
LTDELTA = 68°09'08"
G 02 0.887
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
REMOVE EX. CPCS 24-INCH
N88° 31' 13.10"E114.758
N58° 33' 11.44"E
7.855
11' 11'
3'
2'
3'
2'
BUTT JOINT SEE DETAIL (TYP.)
72 LF CPRC CLASS IV 24-INCH REQUIRED
STA 59+35
SKEW 28° LHF
RHF
6.1 STA 59+17.09, 40.36' RT
APRON ENDWALLS FOR CPRC 24-INCH
1030.50
1022.50
6.2 STA 59+50.71, 22.95' LT
APRON ENDWALLS FOR CPRC 24-INCH
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO FO
FO FO FO
FO
FO
FO
FO
FO
FO
FO
CTH G
048/0507-044-9501-3
DEBORAH POSTWEILER TRUST
048/0507-041-8102-0
COLBY ROSE ACRES LLC
R/W
R/W
65+00
66+00 67+00
68+00
69+00
70+00PI
: 6
7+
.7
PI
: 7
0+
.9
PC
: 7
0+
.7
PT
: 6
6+
.3
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
N9° 35' 56.88"W
106.383
N12° 05' 52.69"W
249.213 N11° 38' 27.42"W
5.766
11' 11'
3'2'
3'2'
BUTT JOINT SEE DETAIL (TYP.)
BUTT JO
INT SEE DETAIL (TYP.)
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:55 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 05
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO
FO
FO
FO
FO
FO
FO
CTH G
048/0507-041-8102-0
COLBY ROSE ACRES LLC
048/0507-044-9501-3
DEBORAH POSTWEILER TRUST
P.L.
R/W
R/W
STA 71+82 LT
ASPHALT P.E.
71+00
72+00
73+00 74+00
75+00
76+00
PC
: 7
0+
.7
M id
: 7 5+
.9
PI STA = 75+76.58
Y = 434388.096 X = 746168.328
D = 6°02'46" T = 553.86' L = 1002.45' R = 947.67'
PC STA = 70+22.72
PT STA = 80+25.17
RTDELTA = 60°36'29"
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
3' 2'
3' 2'
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
XXXXXX XX XX XXXX
XXXXXXXXX
X X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X X
X X
CTH G
CO
LB
Y
RO
AD
048/0507-041-8340-0
DEBORAH POSTWEILER TRUST
048/0507-041-8030-0
ROBERT & PATRICIA SCHULTZ048/0507-041-8102-0
COLBY ROSE ACRES LLC
R/W
R/W
76+00
77+00
78+00 79+00
80+00
81+00
82+00
PT
: 8
0+
.1
G 02 1.276
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
REMOVE EX. CPCS 24-INCH
3' 2'
3'
2'
BUTT JOINT SEE DETAIL (TYP.)
112 LF CPRC CLASS IV 30-INCH REQUIRED
STA 79+88
SKEW 9°
LHF
RHF
7.2 STA 79+96.52, 51.67' RT
APRON ENDWALLS FOR CPRC 30-INCH
TLE
R/W
1031.55
1028.00
7.1 STA 79+78.41, 58.82' LT
APRON ENDWALLS FOR CPRC 30-INCH
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:55 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 06
FO
FO FO FO FO FO FO FO FO FO FO
XX
X XX
XX XX XXX XX
CTH G
ROBERT & PATRICIA SCHULTZ
048/0507-032-8601-5
SHANA LYNN HAACK
048/0507-032-8690-0
HACK TRUST
048/0507-041-8030-0
ROBERT & PATRICIA SCHULTZ
P.L
R/W
R/W
82+00 83+00 84+00 85+00 86+00 87+00 88+00
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
3' 2'
3' 2'
OH
OH
OH
OH
OH
GUY
FO FO
FO
FO
FO FO FO FO FO FO FO FO FO
FO FO
FO FO FOXXXXXXXXXX
CTH G
048/0507-343-9251-9
PAMELA & STEVEN BRUMM
048/0507-334-8051-4
DANE COUNTY
048/0507-032-8145-9
HAACK TRUST
048/0607-343-4003-0
LAWRENCE LESTER
1668 LIBERTY STP.L.
P.L.
P.L.
P.L.
R/W
R/W
048/0507-032-8690-0
HACK TRUST
048/0507-032-8601-5
SHANA LYNN HAACK
STA 91+24 LT
ASPHALT P.E.
STA 92+48 LT
BASE AGG F.E.
88+00 89+00 90+00 91+00 92+00 93+00 94+00
SLOPE INTERCEPT (TYP.)
TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
TDS
FIBER OPTICS
N48° 58' 01.87"E
1714.250
3' 2'
3' 2'
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:55 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 07
OHOH
OH
OH
OH
OH
OH
OH
OH
OH
GUY GUY
GUYGUY
GUY
GUY
GUY
FO FO FO FO FO FO FO FO FO
FO FO FO FO FO FO FO FO FO
SIGN
SIGN
SIGN
SIGN
DTRE 10DTRE 8 X3
X X X
X X
X X
XX
XX
XXXXXXXXXXXXXXXXXXX
X
X X
X X
X X
XXXXXXXXXXXXXXX
CTH G
054/0607-343-6020-4
KRISTINE & STEVEN SHERVEN 054/0607-343-6020-4
KRISTINE & STEVEN SHERVEN
P.
L.
P.
L.
R/ W
R/W
R/W R/W
R/ W
R/ W
R/W
048/0507-334-8051-4
DANE COUNTY
048/0507-334-8051-4
DANE COUNTY
048/0607-343-4003-0
LAWRENCE LESTER
1668 LIBERTY ST
054/0607-343-4055-7
KRISTINE & STEVEN SHERVEN
8668 LIBERTY ST
M T.
V
ER
N O
N C
RE
EK
STA 95+26 LT
ASPHALT C.E.
94+00 95+00 96+00 97+00 98+00 99+00
PI
: 9
7+
.4
SLOPE INTERCEPT (TYP.) TDS
FIBER OPTICS
ALLIANT ENERGY
OVERHEAD ELECTRIC
BUTT JOINT SEE DETAIL (TYP.)
STRUCTURE B-13-0902
STA 97+68.65 - 100+38.23
(NET EXCEPTION, BY OTHERS)
3' 2'
3' 2'
WETLAND BOUNDARY (TYP.)
LI
BE
RT
Y
ST
RE
ET
R/W
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:55 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : ##########
LAYOUT NAME - 08
OHOHOHOH
OH OH OH OH OH
OH
O H O H
T T T T T T
T
T T
SEPC
SEPC WELL
GUY
GUY
GUYGUY
CTRE 15CTRE 24CTRE 15CTRE 15
CTRE 20
SIGN
DTRE 6 X2DTRE 18DTRE 15
SIGN
SIGN POST
DTRE 6 X3
DTRE 48
POST DTRE 15
SIGN
SIGN
SIGN
SIGN
X X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
X X
X
XX X X X X X X X X X X X X X X X X X
X X
X X
X
X X X X X X X X X X X X X X X X X X X X X X X X X X X XX
X
X X
X X
X X
X X
X X
X X
X
X X X X
X
CTH G
PE
N
N S
TR
EE
T
ST
H
054/0607-343-6020-4
KRISTINE & STEVEN SHERVEN
054/0607-343-6682-4
THOMAS GEIGER
8648 DAVIS ST
054/0607-343-6661-9
CARRICH BAR LLC
8646 DAVIS ST
054/0607-343-6041-9
MT VERNON
TELEPHONE CO LLC
054/0607-343-6052-6
GRAHAM REVOCABLE TRUST
8641 DAVIS ST
054/0607-343-6063-3
AREALITY LLC
8639 DAVIS ST
054/0607-343-6074-0
AREALITY LLC
054/0607-343-6084-8
SUGAR RIVER
PROPERTIES LLC
8637 DAVIS ST
054/0607-343-6671-7
QUEEN COLE LLC
8644 DAVIS ST
054/0607-343-6716-3
JOHN & DEBBIE MORGAN
8640 DAVIS ST
054/0607-343-6706-5
8638 DAVIS ST
1682 WASHINGTON ST
P.
L.
P.
L.
P.
L.
P.
L.
P.
L.
P.L.
P.
L.
P.
L.
P.
L.
P.
L.
R/
WR/W
R/W
R/W
R/ W
R/ W
R/W
R/W
R/
WR/
W
R/ W
R/ W
R/ W
048/0507-334-8051-4
DANE COUNTY
ST
H
M T.
V
ER
N O
N C
RE
EK
STA 101+47 RT
BASE AGG P.E.
STA 103+09 RT
ASPHALT P.E.
99+00 100+00 101+00 102+00 103+00 104+00
SLOPE INTERCEPT (TYP.)
TDS
TELEPHONE
ALLIANT ENERGY
OVERHEAD ELECTRIC
N49° 16' 11.32"E
821.795
END PROJECT
STA 103+39.69
STRUCTURE B-13-0902
STA 97+68.65 - 100+38.23
(NET EXCEPTION, BY OTHERS)
2'
6'
99+70.44, -30.93' LT
100+40, -18.50' LT
CONCRETE CURB & GUTTER 30"
61 LF FROM STA 103+39
WETLAND BOUNDARY (TYP.)
8.0 STA 99+62.95, 30.59' LT
APRON ENDWALLS FOR CPRC 18-INCH
78 LF SSPRC CLASS IV 18-INCH REQUIRED
STA 100+15
RHF
8.1 STA 100+40, 18.50' LT
INLETS 2x3-HM
325 LF SSPRC CLASS IV 18-INCH REQUIRED
STA 102+23
RHF
8.2STA 103+65, 21.45' LT
INLETS 2x3-H
19 LF SSPRC CLASS IV 12-INCH REQUIRED
STA 103+69
RHF
8.3 STA 103+75, 38.00' LT
INLETS 3-C8'
5'
CONCRETE DRIVEWAY
CURB & GUTTER 30"
STA. 90+70 - 101+71
ASPHALTIC FLUME
2+
.9
8' L
T
PROTECT EXISTING COBBLESTONE
PILLARS DURING CONSTRUCTION (TYP.)
919.78 ME
1+
.7
5, -2
7.
' L T
LI
BE
RT
Y
ST
RE
ET
R/W
3.81%
6.09%
1.50% -1.30% -0.06% -0.25%
ST
A
3+
.8
EL
.8
ST
A
3+
.3
EL
.9
ST
A
+6
0.
EL
.5
4 ST
A
0+
.7
EL
.4
VP
C
ST
A
2+
.1
VP
C
EL
.6
VP
C
ST
A
0+
.4
VP
C
EL
.4
VP
I S
TA
+0
0.
VP
I E
L
6.
VP
I S
TA
+9
3.
VP
I E
L
3.
35 VP
T
ST
A
3+
.1
VP
T
EL
.6
VP
T
ST
A
1+
.4
VP
T
EL
.1
VCL = 105.00
K = 22.86
VCL = 100.00
K = 57.14
LP
S
TA
+5 7.
LP
E L
3.
3.
3.
3.
4.
4.
5.
6.
9.
3.
3.
3.
3.
4.
4.
5.
7.
9.
99 100 101 102 103 104 104
INLETS 2x3-HM
SSPRC CLASS IV 18-INCH @ 1.23%
SSPRC CLASS IV 18-INCH @ 0.38%
INLETS 2x3-H INLETS 3-C
SSPRC CLASS IV 12-INCH @ 8.79%
EXISTING
PROPOSED
EXISTING PROFILE
PROPOSED PROFILE
912.46
907.50
907.50907.20 907.50
911.50 911.50
920.01 919.57
913.27
912.00
913.70
WISDOT/CADDS SHEET 44
EHWY: COUNTY:
C:\USERS\SCAMPBELL\DC\ACCDOCS\RHBATTERMAN\35644 - CTH G - DANE COUNTY-\PROJECT FILES\RHB CAD FILES\DESIGN\SHEETS\35644-050201-PN.DWGFILE NAME : 12/5/2025 9:55 AMPLOT DATE : PLOT BY : SHAWN CAMPBELL
PROJECT NO:
PLOT NAME :
SHEET
PLOT SCALE : 1 IN:40 FT
LAYOUT NAME - 09
FL
O
W
FL
O W
FLOW
FLOW
DRAINS TO FRESH WATER
DUMP NO WASTE
DRAINS TO FRESH WATER
DUMP NO WASTE
DRAINS TO FRESH WATER
DUMP NO WASTE
1" DIAGONAL BARS
WITH 1 1
2" OPENINGS
43"
1 11
16" 11 SPACES @ 3"
(MEASURES 19 3
4" X 17" X 1 7
8")
(NOTED AS TYPE A-S ON DRAINAGE
TABLE)
31"
GENERAL NOTES
3"
17"
33"
5 3 4"
36 3 4"
2"
FLOW
6"
31"
4"
2"
5 3 4"
TYPE "C" CHECKERED
TOP DESIGN (OPTIONAL)
17 34" 6 38"
2" R
1 7 8"
6 14"
NOTE: EITHER CASTING IS ACCEPTABLE
2"
1 7 8"
33"
4"
35 14"
17 34"
9"
10 78"
FLOW
6" 2"
2" R
BOLT CURB BOX TO FRAME
WITH 1
2" - 13 X 2 1
2" STEEL HEX
BOLT, NUT AND WASHERS
37 3 8"
6 38"
36" D 24"
21 5 8"
6 38"
2" R
1 14"
7"
18 116"
31"
8"
1 116 "
6"
21 7 8"
5 3 4"
7"
5 5 8"
25"
1 3 4"
16"
17 12"
20"
1"
1 3 8"
NOTE: CURB BOX HEIGHT ADJUSTABLE 6" - 9"
NOTE: EITHER CASTING IS ACCEPTABLE
NOTE: EITHER CASTING IS ACCEPTABLE
NOTE: CURB BOX HEIGHT ADJUSTABLE 6" - 9"
(MEASURES 35" X 17 3
4" X 2")
1 18" DIAGONAL BARS WITH 1 5
8" OPENINGS
(NOTED AS TYPE H-S ON DRAINAGE TABLE)
TYPE "H"
TYPE "A"
DUMP NO WASTE
DRAINS TO FRESH WATER
FL
O
W
DUMP NO WASTE
DRAINS TO FRESH WATER
DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN ON THIS DRAWING
SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND
THE APPLICABLE SPECIAL PROVISIONS.
DETAIL DRAWINGS FOR PROPOSED ALTERNATE DESIGNS FOR CATCH BASIN, MANHOLE AND
INLET COVERS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PROVIDING THAT
SUCH ALTERNATE DESIGNS MAKE PROVISION FOR EQUIVALENT…
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