Appendix A Existing Facilities Condition Audit

Transcription

Appendix A
Existing Facilities
Condition Audit
values culture relationships… since 1909.
Existing Facilities Condition Report
Outagamie County
Downtown Campus
City of Appleton | Outagamie County, Wisconsin
Prepared For
Outagamie County | Wisconsin
JUNE 15, 2016
McM. No. O0002-6-16-00113.00
MJM:lam
1445 MCMAHON DRIVE | P.O. BOX 1025, NEENAH, WI 54957-1025
PH. 920.751.4200 | FX. 920.751.4284 | WWW.MCMGRP.COM
Outagamie County
Downtown Campus
Prepared For
Outagamie County, Wisconsin
JUNE 15, 2016
McM. No. O0002-6-16-00116.00
TABLE OF CONTENTS
I.
INTRODUCTION
II.
ARCHITECTURAL ASSESSMENT
III.
CIVIL ASSESSMENT
IV.
STRUCTURAL ASSESSMENT
V.
HVAC ASSESSMENT
VI.
ELECTRICAL ASSESSMENT
VII.
PLUMBING / FIRE PROTECTION ASSESSMENT
ID\REPORT\O0002\6-16-00113\OC Downtown Campus Existing Facilities Rpt.docx (lam)
Outagamie County
Downtown Campus
Prepared For
Outagamie County, Wisconsin
JUNE 15, 2016
McM. No. O0002-6-16-00113.00
I.
INTRODUCTION
The objective of the audit was to establish the general condition of the Outagamie County
Downtown Campus facilities as relates to making future additions or renovations to them. The
facilities are:
Justice Center
Health and Human Services – North
Health and Human Services – South
County Administration Building (CAB)
The location of the facilities area indicated on the Site Map found in Section 1 – Project
Overview of this report.
The following existing construction drawings were used as reference for this report:
Outagamie County Justice Center, Phase II, March 1990 Vol. I
Outagamie County Justice Center, Phase II, March 1990, Vol. II
Outagamie County Courthouse Remodeling, November 1993
Outagamie County Courthouse Remodeling, Phase 2, March 1994
Outagamie County Administration Building Infrastructure Upgrades Sets 1 & 2 August 2012
Miscellaneous Other Drawings (not in sets)
Outagamie County Downtown Campus
CITY OF APPLETON | Outagamie County, Wisconsin
Page 1
II.
ARCHITECTURAL ASSESSMENT
The following information was obtained from observations conducted during multiple site visits
to the various Outagamie County departments / divisions during the month of February, 2016
by Eric Rhodehamel, AIA, from McMAHON. Existing, Owner-furnished documents and drawings
were also available during the review. These documents were itemized in the Introduction to
the report.
A.
EXISTING ARCHITECTURAL SYSTEMS INFORMATION
1.
County Administration Building (CAB):
The building was constructed in the 1940’s and has no drawings available for
the original building.
The building is technically three stories high with a basement and a level less
than 6’ above the grade plane.
The building structure is a concrete frame with stone cladding.
In 2012, the County Administration Building underwent a thorough interior
renovation and remodel, refurbishing the Terrazzo flooring and marble walls.
The building is not provided with an automatic sprinkler system.
2.
Health and Human Resources – North Building (HHS-North)
The building was constructed in 1973 and has no drawings available for the
original building.
The building is three stories high with a full basement.
The building structure is a concrete framed clad in precast panels.
Miscellaneous remodels have occurred in the past primarily in 1994 and
drawings are available for that work.
3.
Health and Human Resources – South Building (HHS-South)
The building was constructed in 1957 and has no drawings available for the
original building.
The building is two stories high with a full basement.
The building structure is a concrete frame clad in CMU and face brick.
Miscellaneous remodels have occurred in the past primarily in 1994 and
drawings are available for that work.
Page 2
4.
Justice Center
The building was constructed in 1991 and has drawings available for the
building.
The building is five stories high with a full basement. The building has three
major occupancies, I-3, A & B with a jail facility located on the 3rd, 4th and 5th
floors. The major A occupancies are the courtrooms on the 2nd floor.
The structure is a concrete frame with precast cladding.
The building is provided with an automatic sprinkler system.
B.
OBSERVATIONS AND RECOMMENDATIONS
1.
County Administration Building (CAB)
As a result of the recent 2012 renovation, the building has been completely
refurnished and increased in energy efficiency. No recommendations for
improving the architectural systems are required.
2.
HHS – North
No major defects in finishes, doors or windows restroom fixtures and roofing
were noted. There are multiple system furniture products in service which
should be standardized to facilitate maintenance. No recommendations, other
than standardizing systems furniture, are required.
3.
HHS – South
No major defects in finishes, doors or windows, restroom fixtures were noted.
The roof has reached its useful life and should be replaced soon. No
recommendations, other than standardized systems furniture and replacing
the roof, are required.
4.
Justice Center
No major defects were noted in the architectural systems. It is noted that a
remodeling of the Clerk of Courts is to start soon and a remodeling of the
Booking Area on the 4th floor is being considered. Both of these projects are
outside the scope of this study. No recommendations, other than standardizing
the systems furniture, are required.
Page 3
III.
CIVIL ASSESSMENT
Task: Evaluate existing utilities and develop costs for constructing a building connecting the
existing Justice Center, Administration and North and South buildings (see attached sketch).
A.
SANITARY SEWER
Adequately sized sanitary sewer (8”) is available to service the building addition. The
majority of the existing sanitary sewer mains will be under the proposed building. It is
recommended to re-route the sanitary sewer around the building foot print on the
north and west sides. On the east side, it is recommended to relay the sewer on Elm
Street and reverse the direction of flow to 6th Street sewers. There appears to be only
one lateral to the County’s maintenance building on this Elm Street line. It is our
understanding that the City has plans to replace the pavement on Elm Street this year; it
may be prudent for the County to request this work be delayed.
Note that connecting to the sanitary sewer on Walnut Street is likely not viable as it is
shallow. All the records that were reviewed indicate there is not sufficient pitch for
gravity sewer connections to Walnut St.
B.
WATER MAIN
Adequately sized water mains are available to service the building addition. There are
two water mains that provide service to the existing buildings. The following
paragraphs are recommendations for accommodating the new building and maintaining
the functionality of the water system.
16” Transmission Main: There is a 16” transmission main extending south on S Elm
Street, jogging east on Seventh Street and then continuing south on S Elm Street. This
16” is connected to the fire/sprinkler system at the Justice Center and it feeds the
Oneida Street water tower as well as serving as a main transmission line in distribution
system. The City wants this line to remain functioning and it is our opinion it is good
practice to maintain this connection to the fire/sprinkler system at the Justice Center.
Due to the bend in the line under the proposed building, casing the 16” in place is not a
viable option. It is recommended to reroute the pipe at Elm and 7th Street, extending in
a casing under the proposed building and then north and east to re-connect at S Elm
Street (north of the proposed building).
8” Water Main: There is 8” water main extending on 7th Street (running east/west on
the north side of the Administration/North building). From the records reviewed, there
is one lateral to the Administration building and one to the North building. It is
recommended to cut and cap the water main on either side of the proposed building.
The water mains servicing the Administration and Justice Center would be maintained.
Page 4
The North/South building can be serviced via a new main under the proposed building.
The current service comes through the basement wall, so some accommodations will
need to be made to configure the connection.
Note that making these changes to the water mains will require interrupted service to
the buildings. Further investigation and discussions with staff will be needed to
strategically schedule improvements to align facility needs.
C.
STORM SEWER
There appears to be adequately sized storm sewer to service the new building. The City
has indicated that the storm sewers on Walnut Street are undersized; therefore new
connections should be primarily to the storm sewers on 7th Street (east of the proposed
building) and Elm Street. It appears that the project will disturb more than one acre of
land, requiring the post construction site comply with NR 151 requirements. As such
the storm water management plan is required to show peak flow control for the one
and two year, 24-hour storm events. The post-construction site must also achieve 40%
total suspended solids removal as compared to no controls (Note: this is also a City
requirement). In addition the City is requiring reporting of total phosphorus removal
and that any changes not impede the level of service in the City’s storm sewer system.
The City typically retains a consultant to evaluate system impacts and those costs are
billed back to the property owner. The City will not extend any estimates to define
these review costs. Storm water treatment devices could be permeable pavements,
bio-filtration or a combination of the two. Additional effort is needed to predict the
footprint for such devices because storm water design is based on volume calculations.
Therefore costs presented are guestimates based on experience.
Page 5
W:\PROJECTS\O0002\61600113\REVIT\McM_Arch_Outagamie_County_Master_Plan_2016.rvt
EXISTING
COUNTY
ADMINISTRATION
BUILDING
EXISTING
HHS BUILDING
- SOUTH
PROPOSED SITE UTILITES PLAN
1" = 30'-0"
ABANDONED 4" WATERMAIN
PROPOSED
BUILDING
OPTION D2
MAINTAIN CONNECTION W/ 16" WM
MAINTIAN CONNECTION W/ 18" WM
CONNECT INTERNAL TO
PROPOSED BUILDING WATER
AND SEWER
EXISTING HHS
BUILDING - NORTH
APPLETON WI
SITE UTILITIES
OUTAGAMIE COUNTY
EXISTING JUSTICE CENTER
NO.
DATE
REVISION
PRELIMINARY NOT FOR CONSTRUCTION
NEW SAN
INDICATES AREAS TO BE REMOVED
INTERIOR REMODELING FOR:
8" WM
NEW 16" WM
NEW SAN
CONNECT TO EXISTING SAN
NORTH
DESIGNED
DRAWN
JLS
CRW
PROJECT NO.
O0002 - 6-16-0013
DATE
JUNE 8, 2016
SHEET NO.
AS-10
McMahon provides this drawing
and data, regardless of form;
as instruments of service. All
rights including copyrights are
retained by McMahon. The client
and/or recipient agrees to the
fullest extent permitted by law
to indemnify and hold McMahon
harmless for any reuse of or
changes made to the original
drawing or data without prior
written consent by McMahon.
1445 McMAHON DRIVE NEENAH, WI 54956
Mailing: P.O.BOX 1025 NEENAH, WI 54957-1025
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
6/8/2016 2:13:36 PM
EXISTING SITE PLAN
OUTAGAMIE COUNTY JUSTICE CENTER
CITY OF APPLETON, OUTAGAMIE COUNTY, WISCONSIN
#
IV.
STRUCTURAL ASSESSMENT
A.
HHS BUILDING – NORTH
1.
Framing System
The existing building structure is a cast-in-place concrete building, with
exterior masonry walls. The floor framing consists of a two-way flat plate
concrete slab system and concrete columns. The stairwells consist of
concrete stair framing and concrete perimeter walls.
2.
General Observations
The floor framing system was observed from the underside at between two
and five locations at each floor framing level. The observations were made
primarily in exposed framing locations (e.g. storage rooms, mechanical
rooms), as well as through ceiling panels within the finished room spaces. The
top surface of the floor framing was observed where no floor coverings were
present (such as mechanical rooms). The concrete columns were observed in
spots where visible, although in most locations the columns were enclosed
within wall framing.
The existing building framing system appears to be in excellent condition
overall. Minor cracking was observed in a few locations of the floor framing;
these cracks appear to be shrinkage cracks or floor restraint cracks (such as at
floor drains), and are not evidence of overstress in the concrete framing
system. Minor cracking was observed in the interior and exterior masonry
walls, as would be expected of buildings of this age.
At a garage on the first floor level, at the south end of the building, cracks
were observed between the main building structure and the perimeter wall
system. The crack was large enough to be readily noticeable, and may be
evidence of a building construction joint. There does not appear to be
differential movement between each side of the crack/joint, and secondary
cracking was not observed.
3.
Recommendations
The building structure appears to be in excellent condition, and should be
expected to remain in service for many additional years. Minor cracking of
masonry wall elements shall be monitored and repaired if additional
movement is observed. Specifically, the crack/joint in the garage shall be
periodically observed to note whether leaks are present or differential
movement is observed. Routine maintenance shall be maintained through
the building system.
Page 6
B.
HHS BUILDING – SOUTH
1.
C.
ADMINISTRATIVE BUILDING
1.
D.
General
A structural evaluation report was conducted by Harwood Engineering
Consultants in 2015 for the south building annex. The conclusion from this
report was that the building is in excellent condition (similar to the north
building). No further observations or recommendations are provided at this
time.
General
The west Administration Building underwent a systems upgrade in 2012/2013,
designed by McMAHON. During that project, the building was observed to be
in good overall condition. Specific structural concerns were addressed at that
time as part of that construction project. No further observations or
recommendations are provided at this time.
JUSTICE CENTER
1.
Framing System
The existing building structure is a precast concrete building and a cast-inplace foundation. The floor framing consists of precast plank supported by
inverted tee precast beams, attached to precast columns. The building
perimeter consists of precast wall panels. The stairwells consist of precast
concrete stair framing and perimeter walls.
2.
General Observations
The exposed portions of the floor system and foundations were observed
through the unfinished portions of the basement. Additionally, the framing
system was observed at between two and five locations at the lowest several
floor framing levels (from the courtroom floor level down, not including the
upper jail levels). The concrete columns were observed in spots where visible,
although in most locations the columns were enclosed within wall framing.
The existing building framing system appears to be in excellent condition
overall. Minor cracking was observed in a few locations of the floor framing;
these cracks appear to be shrinkage cracks or floor restraint cracks (such as at
floor drains), and are not evidence of overstress in the concrete framing
system. Minor cracking was observed at some of the joints between the stair
framing and primary building framing portions.
3.
Recommendations
The building structure appears to be in excellent condition, and should be
expected to remain in service for many additional years.
Routine
maintenance shall be maintained through the building system.
Page 7
V.
HVAC SYSTEMS ASSESSMENT
The following information was obtained from observations conducted during our site visit on
March 31, 2016 by Matthew Wickstrom, of McMahon Associates and from a review of Owner
furnished documents and drawings.
A.
GENERAL NOTE
It is very difficult to forecast or foresee catastrophic failure of mechanical systems, and
individual pieces of equipment within an overall HVAC system. Many variables will
determine when and if the equipment or system will experience failure; such as, regular
maintenance, cleaning, reduction of air in hydronic systems, chemicals, etc. The
ASHRAE recommended life expectancy table can be a helpful guideline in determining
when a piece of equipment’s maintenance and efficiency will cost the owner more than
the cost of replacement with newer, more efficient equipment. Understanding that the
ASHRAE life expectancy guideline does not necessarily indicate imminent failure of a
system or system components is important throughout this report. Recommendations
are based on visual inspection, life expectancy, and historical information regarding
service and maintenance as reported while onsite during the facility walk-through.
B.
NORTH BUILDING – MECHANICAL SYSTEMS
1.
Heating System
The existing heating system is a hot water, primary-secondary system being fed
by (2) Cleaver Brooks boilers located in the fourth floor mechanical room. Each
boiler has a dedicated inline booster pump located at each boiler. The
primary/secondary system is fed by (2) inline duty pumps within the mechanical
room, and (4) base mounted pumps located in the adjacent mechanical room.
The hot water is then fed to various air handling unit coils, re-heat coils,
perimeter heating, etc. throughout the north building.
2.
Cooling System
There are (2) air cooled chiller located on the roof that provides chilled water
for the various air handling units throughout the north building. The chilled
water loop is served by a single pump located in the mechanical boiler room on
the fourth floor.
There is a single air cooled condensing unit that serves the computer room air
conditioning (CRAC) units located in the basement server room.
3.
Ventilation System
The ventilation system is fed by (4) air handling units located on the 1st, 3rd, & 4th
floors. AHU-1 is located on the 1st floor; AHU-3 is located on the 3rd floor; and
AHU-2 and AHU-4 are located on the 4th floor.
The server room in the basement has (2) CRAC units that provide cooling within
the space.
Page 8
A vertical, cabinet fan serves the combustion air intake for the boilers in the
fourth floor mechanical room. The fan is located at the outside air intake louvers
behind the boilers.
C.
NORTH BUILDING – SUMMARY
1.
Heating System
One boiler in the mechanical room was installed in 1985. It has a heating
capacity of 4,000,000 Btu/hr. The associated boiler booster pump is roughly the
same vintage as the boiler. The second boiler was installed in 1994, and also has
a heating capacity of 4,000,000 Btu/hr. The associated booster pump for this
boiler appears to have been replaced with the boiler in 1994. ASHRAE provides
a recommended useful life expectancy of 24 years for water-tube type boilers,
and 10 years for inline pumps. The boiler installed in 1985 has exceeded its
useful life expectancy, while the boiler installed in 1994 is two years from
reaching the age. Both inline booster pumps have exceeded their useful life
expectancy. It is noted that the older boiler is scheduled to be replaced as part
of a capital improvement project in 2017.
The existing inline pumps located in the mechanical room appear to be in fair to
poor condition, showing eternal corrosion and rusting. The pumps appear to
have been installed in the 90’s, and these pumps have also exceeded their
useful life per ASHRAE.
Boiler Inline Booster Pump
There area (4) base mounted distribution pumps located in the mechanical
room adjacent to the boiler room and were installed in 2010. Base mounted
pumps have a useful life expectancy of 20 years per ASHRAE, and the pumps are
in good/new condition.
2.
Cooling System
The existing air cooled chiller located on the roof was manufactured in 1994,
and has a nominal capacity of 125 tons of cooling. The unit has sustained a good
amount of hail damage over the years and many of the cooling fins are bent, or
Page 9
damaged. The fin damage reduces the efficiency of the unit overall, and reduces
the total capacity the unit can produce. That reduction in capacity from damage,
and from age of the unit can lead to cooling capacity issues throughout the
facility served by the chiller. Also, the chillers operate using R-22 refrigerant. R22 is considered an obsolete refrigerant and is no longer in production as a
refrigerant. In several years, acquiring R-22 will become increasingly difficult.
The life expectancy of an air cooled chiller is 25 years, and the chiller is very
close to coming to the end of its useful life.
North Building Air Cooled Chiller with Hail Damage
The single pump serving the air cooled chiller is located in the boiler room. The
pump is original to the chiller installation, and appears in poor condition. There
is visible rust and corrosion on the pump. The pump has exceeded its useful life
expectancy of 20 years.
North Building Chilled Water Pump
Page 10
3.
Ventilation System
AHU-3 on the 3rd floor and AHU-4 on the 4th floor were replaced in 1994. The
units have a life expectancy of 20 years per ASHRAE, and are close to or have
exceeded their useful life. The units all appear to be in fair condition, and
operational issues were noted with the units. AHU-1 located on the 1st floor
and AHU-2 located on the 4th floor were installed in 1973 and have exceeded
their useful life expectancy. The units appeared to be in fair to poor condition,
but no operational issues were noted with the unit at the time of the walkthrough. All of the unit’s booster pumps are of similar age, and appear in fair to
poor condition. Most pumps have visible corrosion and rusting. No operational
issues were indicated at time of walk-through.
The CRAC units located in the server room in the basement appear in good
condition, and were installed in 2007. The associated condensing units located
on grade outside of the space was also installed in 2007 and is in good
condition.
D.
NORTH BUILDING – RECOMMENDATIONS
The entire existing heating and cooling system has reached, or is very near reaching the
end of its useful life expectancy. Much of the equipment has external signs of damage,
corrosion, rusting, and some of the equipment is scheduled for replacement as part of
the capital improvement program. It is recommended that the central heating and
cooling system be replaced. This would include (2) hot water boilers, (2) booster pumps,
and (2) inline duty pumps, (1) air cooled chiller, and (1) base mounted chilled water
pump. It would be recommended that a second chilled water pump be added to provide
redundancy, and to ensure that if one pump were to fail, the second pump would
ensure no outage of the cooling system. The existing (4) system pumps appear to be in
fair condition, and probably do not need to be replaced at this time. The replacement
can simply be like for like where the old equipment is removed and new is put in place,
or the existing systems could be fed from a central plant located in the proposed new
facility. See below for central plant recommendation.
The existing ventilation system is in fair condition and (2) of the four air handling units
serving the building were replaced in 1994. While (2) units area nearing the end of their
useful life expectancy, there have not been any reported major maintenance issues or
failures that have occurred. It is reasonable to expect that with regular preventative
maintenance, the units could continue to operate for the next 10 years without
catastrophic failure. AHU-1 and AHU-2 are the older units located on the 3rd and 4th
floors. It is recommended to replace these units at this time due to age and condition.
The existing controls for the units installed in 1994 are pneumatic. The existing controls
for the older air handling units have been upgraded to DDC controls. It is recommended
to consolidate the temperature controls system so that all units have DDC controls.
Page 11
E.
F.
SOUTH BUILDING – MECHANICAL SYSTEMS
1.
Heating System
The south building heating system is fed by a single hot water boiler located in
the administrative building. See the Administrative Building heating systems
description.
2.
Cooling System
The cooling system is fed by (2) chillers located in the basement of the south
building, and the chillers have (2) air cooled condensing units located on the
roof. There are (2) base mounted duty pumps that distribute chilled water to
the building systems.
3.
Ventilation System
The existing ventilation system is fed by (2) large air handling units located in
the basement. Each air handling unit serves ½ of the 2nd and 3rd floor. The units
were installed in 1994 and are in good to fair condition.
4.
Temperature Controls
The existing temperature controls throughout the south building are pneumatic.
SOUTH BUILDING – SUMMARY
1.
Heating system
The boiler serving the heating system for the south building is located in the
administrative building boiler room. The boiler is new, and was added in
2012/2013 during the renovation of that building. There are no existing issues
with the boiler or pumps. The remaining useful life of the new heating system is
beyond 15 years. The pumps serving the South Building heating system are
located in the basement of the South Building and were installed in 1994. The
pumps are in fair condition and have exceeded their useful life per ASHRAE.
2.
Cooling System
The existing cooling system was installed in 1994 based on information taken
from the serial numbers on the indoor chillers, and outdoor condensing units.
Each unit has a nominal capacity of 68.3 tons as indicated by literature from the
equipment manufacturer. It is assumed that the chilled water pumps were also
installed in 1994 with the cooling equipment. The useful life expectancy for
chillers is 23 years, and the existing chillers are at the end of their useful life.
The existing condensing units on the roof have experienced hail damage to the
cooling fins, similar to the unit serving the north building. The damage to the
cooling fins further reduces the cooling capacity of the unit, and makes the units
less efficient. Also, the chillers operate using R-22 refrigerant. R-22 is considered
an obsolete refrigerant and is no longer in production as a refrigerant. In several
years, acquiring R-22 will become increasingly difficult. No operations issues
were noted at the time of the building walk-through with the chillers or remote
condensing units.
Page 12
South Building Air Cooled Condensing Unit with Hail Damage
The chilled water pumps have visible signs of corrosion and rusting and have
exceeded their useful life expectancy. No operations issues were noted at the
time of the building walk-through outside of general maintenance
requirements.
South Building Chilled Water Pump
3.
G.
Ventilation System
The two air handling units serving the ventilation system are older units and
have exceeded their useful life expectancy. The units were updated in 1994
during building renovations. Visually, the units look to be in fair condition, and
regular maintenance is performed on the units.
SOUTH BUILDING – RECOMMENDATIONS
The entire existing cooling system has reached, or is very near reaching the end of its
useful life expectancy. Much of the equipment has external signs of damage, corrosion,
Page 13
rusting, and should be replaced within the next 5 years. It is recommended that the
central cooling system be replaced. This would include (2) chillers, (2) air cooled
condensing units, and (2) chilled water system pumps. The replacement can simply be
like for like where the old equipment is removed and new is put in place, or the existing
systems could be fed from a central plant located in the proposed new facility. See
below for central plant recommendation.
The existing ventilation system is in fair condition, and both air handling units serving
the building have exceeded their useful life expectancy. However; there have not been
any reported significant maintenance issues or failures that have occurred recently. It is
reasonable to expect that with regular preventative maintenance, the units could
continue to operate for the next 5 years without major failures. It is recommended that
the units be replaced with any renovation of the interior spaces or any mechanical
systems upgrade.
The existing controls are pneumatic throughout the building. It is recommended that
these controls be replaced with DDC controls whenever equipment is replaced and
phase out the existing pneumatic control system. Pneumatic controls have an expected
life of 20 years due to tubing and air leakage. The system has long outlived its useful life,
and should be replaced with more modern temperature controls.
H.
ADMINISTRATIVE BUILDING – GENERAL
1.
Heating System
The heating system is served by (2) Patterson-Kelly (P-K) condensing hot water
boilers located in the basement mechanical room, and (1) non-condensing P-K
hot water boiler located in the same room. Each boiler has a dedicated booster
pump, and there are (2) duty pumps that distribute hot water throughout the
building to the various re-heat coils, perimeter heating, etc. The noncondensing boiler serves the south building heating hot water system during
peak design. The condensing boilers serve both the administrative and south
building in non-peak heating days.
2.
Cooling System
The cooling system is served by a water cooled chiller, and its associated cooling
tower located outside, above the chiller room. There are (2) chilled water
pumps that distribute chilled water throughout the system, and (2) condenser
water pumps that serve the cooling tower.
3.
Ventilation System
The ventilation system is served by (2) large VAV air handling units located in
the basement adjacent to the boiler room and in the mechanical penthouse.
Page 14
I.
ADMINISTRATIVE BUILDING – SUMMARY AND RECOMMENDATION
1.
J.
K.
Heating, Cooling, and Ventilation System
The heating, cooling, and ventilation system was installed in 2012/2013 and is
new. There are no operational issues, and no recommendations for this system
at this time.
JUSTICE CENTER BUILDING – GENERAL
1.
Heating System
The heating system is served by (3) CB boilers located in the basement
mechanical room. Each boiler has a dedicated booster pump inline, and there
are (2) hot water system duty pumps located in an adjacent room that provides
hot water distribution throughout the justice center.
2.
Cooling System
The cooling system is a chilled water system that is served by (2) water cooled
chillers located in the basement mechanical room. There are (2) cooling towers
in the mechanical area outside that provide condenser water to the chillers.
Both the chilled water system and the condenser water system have (2) duty
pumps located near the hot water system pumps that distribute water
throughout the building. The pumps are original to the system, have current
maintenance issues, and are in poor condition internally as noted by facilities
staff.
3.
Ventilation System
The ventilation system for the Ground, 1st and 2nd floors are served by air
handling units located in the basement mechanical rooms. The 3rd floor of the
justice center is served by air handling units and energy recovery units located
in the penthouse of the jail area.
1.
Heating System
The heating system is served by CB boilers, which were installed in 1990. Two of
the boilers have 10,461,000 Btu/hr. of capacity, while the last boiler has
5,230,000 Btu/hr. of capacity. The large, cast iron boilers have an expected life
of 35 years per ASHRAE, and the pumps serving the hot water distribution
system. The pumps are original to the system, have current maintenance
issues, and are in poor condition internally as noted by facilities staff.
Page 15
Justice Center Hot Water and Chilled Water Pumps
2.
Cooling System
The existing cooling system is served by (2) Carrier water-cooled chillers located
in the basement mechanical room. The chillers were manufactured in 1991 and
each has 225 tons of cooling capacity. Both machines operate using R-11
refrigerant, which has been out of production for a number of years. It was
noted that refrigerant is available, but it is getting to be very expensive, and
more difficult to find. Centrifugal chillers have an expected useful life of 23
years. The (2) pumps serving the chilled water distribution system were also
installed in 1991 and have exceeded their useful life. It was noted during the
walk-through the chillers are scheduled to be replaced in 2016.
The chillers are served by BAC (2) cooling towers located in the mechanical
courtyard outside. The cooling towers were also manufactured in 1991. Both
cooling towers were open and have been painted recently to help prevent the
rusting issue inside. Metal cooling towers have an expected useful life of 20
years. The (2) pumps that serve the condenser water system were both
installed in 2007 and are in good condition.
Painted Interior of Cooling Tower
Page 16
3.
L.
Ventilation System
There are (3) air handling units in the basement that were manufactured in
1990, and distribute air to the Ground, 1st and 2nd floors. Third, 4th and 5th floor
air handlers are located in the penthouse. The final air handling unit serves as
make-up air for the kitchen. The air handling units have exceeded their useful
life, and it was noted that the larger air handling unit no longer keeps up with
demand loads in cooling mode on the 1st and 2nd floors.
JUSTICE CENTER BUILDING – RECOMMENDATIONS
The existing heating system is in good working condition, and visually appears to be in
good to fair condition. The system is within its useful life expectancy, and should
continue to operate normally. The distribution pumps are original to the system, are
having maintenance issues, and should be considered for replacement.
The existing cooling system has exceeded its useful life expectancy, and has current
operational issues with the existing cooling towers, and corrosion. Corrosion within a
cooling tower basin reduces the efficiency of the cooling tower, creates particulate in
the water system which can cause premature pump failures, and piping and trim
failures. The R-11 refrigerant that the chiller system uses has been out of manufactured
service for over10 years, and the price to replace will continue to rise as the material
becomes less available. It is recommended that the entire cooling system be replaced at
this time.
The existing ventilation system has also exceeded its useful life, and has operational and
capacity issues. The existing air handling unit serving the 1st and 2nd floor is
recommended to be replaced in the near future. While the other air handling units have
no current operational or capacity issues, it would be recommended to replace them at
the same time as the other unit as it would save on construction costs to do all three as
opposed to doing one at a time.
M.
CENTRAL HEATING AND COOLING PLANT – RECOMMENDATION
“As part of this assessment, it was requested that the feasibility of a central heating and
cooling system be investigated as part of a new building to be constructed. Because of
the types of systems, and age, a central plant would not only be feasible, but it would be
recommended to be installed as part of a new building onsite. The central plant would
be located in the existing Justice Center basement, and distributed out to the various
other buildings through building links such as tunnels or corridors.
With the exception of the heating and cooling system in the Administrative Building, and
the heating system in the Justice Center, the overall heating and cooling systems
throughout the site have met, or have exceeded their useful life expectancy. Much of
the equipment is in poor visual condition, and some of the equipment is currently
experiencing operational and capacity issues. Some equipment is operating using
outdated, and out-of service components which will continue to get more difficult to
find, and more expensive as the years pass. The life expectancy of large, central plant
Page 17
systems is also greater than smaller, unitary equipment. Large boilers, chillers, and
cooling towers have extended lives up to 50 years as opposed to much of the smaller
equipment that has a life expectancy of 20-25 years.
From a maintenance stand-point, the system equipment is of varying ages, and requires
different parts and components. This requires maintenance staff to stock and maintain
various parts and components for the systems. Further, as the equipment continues to
age, maintenance will be required to service the equipment on a more regular basis,
and will have more service calls due to breakdowns. A central plant system would
provide a central area for equipment service, and would help simplify the parts,
components, and maintenance requirements.
All buildings currently have chilled water cooling, and hot water heating systems. The
connection and integration of a central facility would be relatively seamless. Piping
would be routed from the central plant systems to the various buildings onsite, and
stubbed into mechanical rooms where existing equipment is currently located. As that
equipment gets phased out over the next few years, the piping is simply connected to
the existing system piping, and the heating or cooling system in each building is
operable.
The final point is cost of central plant versus the cost of maintaining and replacing
smaller building systems. A central plant will cost more than replacing individual
components in each building. However, the larger the equipment is, the better the
pricing will be. This means that large, central plant equipment can be cost effective as
opposed to replacing smaller, unitary equipment individually. As an example, if the cost
of replacing (5) individual chillers is approximately $400/ton, two larger, central plant
chillers may only cost $350/ton because of size. Further, when you factor in the cost of
installation of (5) separate chillers in existing buildings, versus (2) central chillers in a
new building, the construction costs for the central plant will be far less due to ease of
installation.
To sum, a central plant will reduce maintenance, provide better energy efficiency,
extend equipment life expectancy, and will allow for growth of the facility. It will allow
existing, dated equipment to be removed and replaced as needed. The only con to the
central plant is up-front cost, which would be reclaimed by installation, maintenance,
and energy usage in the short-term future.”
N.
MECHANICAL SYSTEMS COST COMPARISON – ESTIMATE
In order to generate a systems cost comparison, several assumptions must be made.
First we must assume that there will be miscellaneous work involved with the chiller
replacement. That will include cranes, piping, temperature controls, etc. We will
incorporate some general assumptions in developing pricing for the new central facility
that will accommodate new equipment and infrastructure. Further, we will take pricing
that the facilities have already received for replacement of equipment and compare that
to the assumed central facility. Finally, we will take operational costs and factor in
Page 18
energy savings to develop a final price comparison between replacing equipment likefor-like onsite and operational costs, and installing a new central plant.
First, we will look at the pricing that the facilities have already received for replacement
of equipment, and generate some assumptions to replace the remaining equipment
that is past its useful life.
The prices below will include piping, temperature controls, and general labor (craning,
setting on pads, etc.).
In order to replace the Justice Center chillers and cooling towers with new 250 Ton
chillers and cooling towers, facilities has received pricing from contractors around
$450,000.00. In order to replace the existing 125 Ton chiller serving the north building
cooling needs, it will be approximately $125,000.00. In order to replace the 68.3 Ton
South Building chillers, and associated air cooled condensing units, it will cost
approximately $175,000.00. And finally, to provide a (2) new 250 Ton chillers, (2) new
200 Ton cooling towers, controls, piping, etc. for the new addition, it will cost
approximately $500,000.00. The total cost for replacing all of the equipment, and
providing new equipment for the new addition will cost approximately $1,250,000.00
for equipment and installation.
A new central plant would include: (2) 500 Ton chillers, and (2) 2 cell, 1000 T cooling
towers, pumps, controls, and piping infrastructure to serve the North Building, South
Building, Justice Center, and New Addition. The estimated cost of this system would be
approximately $1,300,000.00.
Comparing the installation cost of a new central plant versus replacing individual parts
and equipment, the new central plant will be roughly $50,000.00 more expensive.
Next we will look at the energy costs of operating a new central plant versus operating
individual parts and components as currently installed.
It is very difficult to determine exactly what the operational efficiencies of the existing
equipment are currently. Because of that, to run an energy analysis, we used
operational efficiencies based on new units. This makes the energy cost savings
somewhat conservative. The Kw/h was taken from current electricity bills provided by
the facilities staff.
To operate the North Building, 150 Ton air-cooled chiller: 1.2 kw/ton, 150 ton peak
building load, constant speed pumps, annual operating cost at $.12/kwh: $7,948.72.
To operate the South Building 100 Ton split chillers and air-cooled condensing units: 1.2
kw/ton, 100 ton peak building load, constant speed pumps, annual operating cost at
$.12/kwh: $5,425.87.
To operate the new addition water cooled 200 Ton chillers with variable speed Cooling
Tower: .67 kw/ton, 200 ton peak building load, constant speed pumps, 2 speed tower,
annual operating cost at $.10/kwh: $7,182.65.
Page 19
To operate the new Justice Center 250 Ton water-cooled chillers and cooling towers: .69
kw/ton, 250 ton peak building load, constant speed pumps, 2 speed tower, annual
operating cost at $.10/kwh: $9,017.68.
To operate the new central facility 500 Ton water-cooled chillers and 1000 Ton cooling
tower: .52 kw/ton, 700 peak building load, VFD on one chiller, in decoupled system,
variable speed pumps, variable speed tower with optimization, annual operating cost at
$.10/kwh: $ 16,886.48.
Existing system:
New System:
Energy savings:
$29,574.92 per year
$16,886.48 per year
$12,688.44 per year.
To sum, the new system will cost approximately $50,000.00 more to install than to
replace individual components; however, the new central system will save
approximately $12,688.44 per year in energy and operations costs. That means that the
central facility will pay for the increased up-front installation costs in 3.94 years. Further,
the central facility is considered a 40 year system versus the individual systems being
18-23 year systems. This means more years of cost and energy savings before
replacement.
Page 20
VI.
ELECTRICAL ASSESSMENT
A.
NORTH BUILDING – GENERAL
1.
Electrical Service
There is a 4160 volt, 3-phase, 3-wire electrical services to the building served
from a pole mounted transformer to the substation located on the top floor.
The substation was first on line on 12-01-1972 and is primary metered with PT’s
within the switchboard room. The maximum demand seen on the service was
276 KW in September of 2015.
2.
Power Distribution
Inside the building, there is a substation with a 4160 volt, 600 amp primary
switch, a step down transformers (single primary & two secondaries), a 277/480
volt distribution section, and a 120/208 volt distribution section.
The substation has piping and ductwork located directly over the top of the
substation. This does not meet the required work clearances as defined in
article 110.26 of the NEC.
3.
Phone and Data System
The phone and data system in the North, South and Administrative Buildings are
served from a data center located in the North Building. There are numerous
data racks within the data center which are backed up by an uninterruptable
power supply (UPS).
There is WIFI located throughout the building.
4.
Door Access
There are card readers throughout the North, South and Administrative
Buildings which are connected together with Simplex 3400 access control
cabinets and an AC-1700 head end.
5.
Fire Alarm System
The existing fire alarm system serves the North, South and Administrative
Buildings and has been updated recently to an addressable system as
manufactured by NOTIFIER; currently not enough coverage throughout the
building.
6.
Emergency System
The North Building is currently served from a 250 KW diesel generator. The
building has a mixture of lights backed up from the emergency generator and
emergency battery lights and exit signs with battery backup for egress.
The generator serves transfer switches which serve both legally required and
optional standby loads.
Page 21
B.
NORTH BUILDING – SUMMARY
1.
Electrical Service
The existing service has spare load capacity to add additional load onto the
building; however, there is no space on the existing substation to connect to
feed the new building. In order to connect the new building to the existing
service the existing switchboard will be required to be larger to connect new
circuit breakers to feed the new building. Ultimately, the options are to replace
the existing substation and replace with a large enough new substations to feed
the new building or run a new electrical service to the new building. If the
decision is to provide a new substation and feed the new building from this
service, there will be significant down time the North building will be without
power while work is being done.
Our recommendation is to feed the new building with a new service. This will
allow for work to be done on the new building, while keeping the existing North
building service up and running with limited power shutdowns.
The existing service to the North building is fed from a utility pole and
underground where the new building is being located. The existing service will
have to be re-fed so the feeder will not be located underneath the new building.
This feeder is the responsibility of the electrical utility and will have to be
relocated according to WE-Energies.
2.
Power Distribution
The two (2) substation transformers are considered separately derived services
feeding two (2) distribution sections. The 120/208 volt distribution section has a
1000 amp, 3-pole main breaker to meet section 240.21(c) (6) of the NEC
(National Electrical Code) transformer tap rules. The 277/480 volt distribution
section does not have a main breaker serving as the service disconnect. The NEC
allows six (6) service disconnects per service via section 230.72; however there
are nine (9) service disconnects in the 277/480 volt distribution section. The
277/480 volt distribution does not meet the NEC tap rule requirements. It is
recommended to replace the substation with a code compliant substation or
seek a custom switchgear building to provide a single main service disconnect
on the 277/480 volt distribution section. The later would be a cheaper option.
The substation is coming to the end of its useful life and is recommended to
exercise each circuit breaker once a year per NFPA 70B in order to prolong the
substation and associated circuit breakers life.
3.
For the new building, it is recommended to have a new data rack(s) which
connects back to the existing data center with fiber and network switch(es) so
the entire campus network is connected together. It is also recommended to
replace the batteries in the ups per the manufacturer’s recommendations.
Page 22
4.
Door Access
It is recommended to provide additional 3400 control cabinets in the new
building and connect to the entire facility system via network cabling.
5.
Fire Alarm System
The existing addressable system is capable of handling the additional initiation
and notification devices for the new building. Data gathering panels will be
required in the new addition, but again, these can be tied together in one
system; no new fire alarm control panels are required.
6.
Emergency System
The existing generator is not large enough to handle the additional load which
will be required to be on the generator in the new building. The new building
will require a separate generator to serve the legally required and optional
stand by loads.
Currently, the existing transfer switches mix article 701 and article 702 loads as
defined in the NEC. These load types are required to be in separate raceway and
be on separate transfer switches. It is recommended to separate the legally
required and optional standby loads on separate transfer switches and in
separate raceways to bring the building up to code.
C.
SOUTH BUILDING – GENERAL
1.
Electrical Service
There is a 120/208 volt, 3-phase, 4-wire electrical services to the building served
from a pad mounted transformer and CT cabinet to a switchboard located in the
basement. The switchboard was first on line on 5-11-1982. The maximum
demand seen on the service was 185 KW in August of 2015.
2.
Power Distribution
A 208 volt, 1200 amp switchboard serves the South Building along with the
chiller serving the Administrative Building. The switchboard is an older Square D
model with obsolete ITE circuit breakers.
There is an illegal tap with a 50 amp circuit breaker on the side of the
switchboard.
3.
power supply (UPS).
Page 23
D.
4.
Door Access
cabinets.
5.
Fire Alarm System
manufactured by NOTIFIER.
6.
Emergency System
The South Building does not have an emergency generator for backup power.
The building has emergency battery lights and exit signs with battery backup for
egress.
SOUTH BUILDING – SUMMARY
1.
Electrical Service(s)
Currently, the service has spare load capacity for remodeling. No
recommendations for the service.
2.
Power Distribution
The switchgear has existing circuit breakers which have become obsolete;
however, the switchboard is capable of accepting new circuit breakers to
replace the obsolete ones. The 50 amp circuit breaker which is located on the
side of the switchboard does not meet the 10 foot NEC tap rule requirements. It
is recommended to take the tap off the switchboard and find a branch panel to
feed from with a new 50 amp circuit breaker.
The switchboard is coming to the end of its useful life and is recommended to
exercise each circuit breaker once a year per NFPA 70B in order to prolong the
switchboard and associated circuit breakers life.
3.
Same comments as provided under the North Building summary.
4.
Door Access
5.
Fire Alarm System
6.
Emergency System
Renovations in the South Building will have new emergency battery lights and
exit signs with battery backup for egress.
Page 24
E.
ADMINISTRATIVE BUILDING – GENERAL
1.
Electrical Service
There is a 277/480 volt, 3-phase, 4-wire electrical service to the building served
from a pad mounted transformer and CT cabinet to a switchboard located on
the ground floor. The service was first on line on 7-1-1965. The maximum
demand seen on the service was 95 KW in July of 2015. Please note: The
existing building chiller is served from the South Building.
2.
Power Distribution
A 277/480 volt, 1200 amp switchgear with ground fault protection on the main
circuit breaker serves the Administrative Building. The original switchboard was
replaced in 2012 with a new switchgear with LSI trip branch circuit breakers.
3.
power supply (UPS).
4.
Door Access
cabinets.
5.
Fire Alarm System
manufactured by NOTIFIER.
6.
Emergency System
The North Building is currently served from an 80 KW natural gas generator. The
building has a mixture of lights backed up from the emergency generator and
emergency battery lights and exit signs with battery backup for egress.
The generator serves a transfer switch which serve both legally required and
optional standby loads.
F.
ADMINISTRATIVE BUILDING – SUMMARY
1.
Currently, the service has spare load capacity for remodeling. No
recommendations for the service.
Page 25
G.
2.
Power Distribution
The switchgear is newer and has capacity for remodeling. No recommendations
for the switchboard.
3.
Same comments as provided under the North Building – Summary.
4.
Door Access
5.
Fire Alarm System
6.
Emergency System
Renovations in the Administrative Building will have new emergency lights and
exit signs connected to the emergency generator.
1.
There are two services serving the Justice Center, each 277/480 volt, 3-phase, 4wire served from pad mounted transformers. Each has a separate CT cabinet
and meter, but WE-Energies combines both into one load and bill. The services
have been re-fed and the new service feeders were first on line on 2-19-1991.
The maximum demand seen on the services were 800 KW in September of
2015.
2.
Power Distribution
In the main electrical room within the building, there are two (2) 277/480 volt,
2000 amp switchgears, each with ground fault protection on the main circuit
breaker.
3.
The phone and data system in the Justice Center are served from local data
racks, but are tied back into the North Building via a fiber cable and network
switch.
4.
Door Access
There are door access controls and intercoms throughout the building which are
tied back into a central control station.
5.
Fire Alarm System
The existing fire alarm system serves only the Justice Center and has been
updated recently to an addressable system as manufactured by NOTIFIER.
Page 26
6.
H.
Emergency System
The Justice Center is currently served by two (2) generators. The exterior
generator is 275 KW and feeds the kitchen loads only. The interior generator is
600 KW and serves emergency egress and security loads. The loads are
separated onto separate transfer switches to meet code.
1.
Both electrical services have spare load capacity for remodeling. In particular,
one service has enough spare capacity to connect the new building to the
service; however, due to possible downtimes during construction and the
critical loads within the Justice Center, it is recommended to provide a new
electrical service to the new building.
If a large boiler plant is installed to feed the new addition, the existing electrical
services can handle the additional load without any concerns.
2.
Power Distribution
The switchgears are middle aged and have capacity for remodeling. No
recommendations for the switchboard.
3.
There is little remodel in the Justice Center. No recommendations.
4.
Door Access
5.
Fire Alarm System
6.
Emergency System
It is unknown whether or not the 600 KW generator has additional capacity to
feed the new building due to the fact that the generator is not metered. It is
recommended to keep leave the generator feed the Justice Center alone, as
these loads are critical to the security of the building. It is recommended that a
new generator should be provided for the new building.
Page 27
VII.
PLUMBING SYSTEMS ASSESSMENT
A.
B.
NORTH/SOUTH BUILDING
1.
Sanitary Waste and Vent
There are multiple types of DWV piping installed in this building ranging from
cast iron hub and spigot to schedule 40 PVC. All cast iron piping is assumed to
be nearing its life expectancy and does not perform well with low flow
fixtures.
2.
Domestic Water
There is a 4” domestic water service entering the basement through the north
wall in the maintenance storage room. Piping is flanged at the service
entrance and appears to be cast iron. It is then converted over to galvanized
steel and copper tubing for the water distribution system. This room also
houses a natural gas water heater and recirculating system that appears to be
in good working condition. Included in this room is the main thermostatic
mixing valve mounted on the west wall by the gas water heater.
3.
Storm Waste
There is a Weil ejector pit with duplex pumping equipment, galvanized piping
and cast iron fittings located in the basement maintenance storage room.
These pieces of equipment look to be at the end of their life cycle.
4.
Water Service
The water service enters the property from the north side of the North
building, which is where the proposed addition/ new building would be
constructed.
5.
Sanitary Sewer
There is an existing drawing that shows the sanitary sewer also entering the
building from the north; no size was noted on the drawing.
NORTH/SOUTH BUILDING – SUMMARY
1.
The sanitary waste and vent piping varies in condition based on what has
been updated, and the piping is currently sized appropriately for the building.
2.
Domestic Water
All of the water distribution system that could be observed was in good
condition. The water heater and connected equipment also appeared to be in
good condition and sized adequately.
3.
Storm Waste
The building consists of an interior roof drainage system that conveys storm
water to the exterior storm sewer by way of cast iron piping. There were
Page 28
some points of standing water on the roof, but nothing excessive or able to
cause a nuisance. No overflow system was noted.
C.
4.
Water Service
The water service would be located under the proposed addition/new
building, it should be considered to bring in a new service at a different entry
point and sized adequately for a fire sprinkler system to be installed.
5.
Sanitary Sewer
The sanitary sewer could not be visually inspected, it would be possible to
televise the sewer line prior to construction and verify the condition. The
material of the sanitary sewer would also have to verified for installation
under a structure as well as distance of cleanouts for interior building sewer
piping.
ADMINISTRATION BUILDING
1.
There was a recent renovation done to this building, where the DWV piping
was updated to schedule 40 PVC from the underground tunnel up; throughout
the facility. A note was made that periodically there is a problem with
plugging of drains due to the low flow fixtures, mixed with the under slab
existing cast iron sanitary drainage system.
2.
Domestic Water
During the last renovation of the administration building in 2014 the majority
of the water distribution piping was replaced. There is nothing necessary to
update in the near future.
3.
Storm Waste
Along with the addition of some overflow drains in the last renovation, some
of the storm drain piping was updated and in good condition. The system is
sized properly and functioning correctly, some of the piping was concealed
and could not be evaluated. All underfloor piping remained in the last
renovation and exits the building to the north into a 12” lateral.
4.
Water Service
The water service enters the building from the north side of the
administration building into the east tunnel; it is routed out to the boiler room
and metered.
5.
Sanitary Sewer
There is an existing drawing that shows the sanitary sewer also entering the
building from the north, no size was noted on the drawing, but a previous
document states it to be an 8” lateral.
Page 29
D.
E.
ADMINISTRATION BUILDING – SUMMARY
1.
The sanitary waste and vent piping is in good condition based on what has
been updated, and the piping is currently sized appropriately for the building.
2.
Domestic Water
All of the water distribution system that could be observed was in good
condition. The water heater and connected equipment also appeared to be in
good condition and sized adequately.
3.
Storm Waste
The building consists of an interior roof drainage system that conveys storm
water to the exterior storm sewer by way of cast iron and PVC piping. There
was updating to the system during the last renovation and nothing further
needs to be done at this point.
4.
Water Service
The water service would be very close to the excavation of the proposed
addition/new building, it should be considered to relocate a brand new
service to a location that would be easily accessible in the event of a repair
being performed.
5.
Sanitary Sewer
The sanitary sewer could not be visually inspected, it would be possible to
televise the sewer line prior to construction and verify the condition.
JUSTICE CENTER BUILDING
1.
There has not been any renovation done to this building since it was
constructed in 1990, the DWV piping is cast iron and beginning to fail
throughout the facility. A note was made that periodically there is a problem
with drains being rusted completely through, this would be more acceptable if
the piping was twice its age. Cleaning chemicals should be looked at as a
possible cause for early system failure. It is recommended that with any
renovation work done in this building the DWV piping is updated.
2.
Domestic Water
There is an 8” domestic water main entering the basement’s south side,
piping is reduced to 6” and ran through a 4” water meter. It is then routed
into a pressure booster skid which is distributed throughout the facility. There
are also three domestic water heaters with recirculating systems; this system
is supplied with softened water. This system is adequate for this building, but
would not be able to support the addition/new building.
Page 30
3.
Storm Waste
This building is served by an 8” storm sewer entering the building from the
west; this serves the roof drainage system and the building clearwater waste.
There is a drain tile and clearwater waste sump and duplex pumps located in
the lower level mechanical room.
4.
Water Service
The 8” water service enters the building from the south side, and is connected
to an 8” water main that loops around the campus. This service is adequately
sized for the Justice Center, but would not be able to support the
addition/new building.
5.
Sanitary Sewer
The 8” sanitary sewer entering the building from the west side, with a
cleanout on the interior of the building is sized adequately for the Justice
Center. One existing drawing shows a muffin monster (waste grinder)
connected to the sanitary outlet, this was not verified during the site visit.
There is quite a bit of capacity left on the 8” sanitary sewer, but with the
location of the addition/new building it would be more cost effective to
supply a separate lateral.
6.
Fire Protection
The 10” fire protection water service and piping is in good condition based on
what was visible for the on-site audit, it enters the building from the south
and is connected to a 16” main supply. The piping is currently sized
appropriately for the building and is utilizing a fire pump, jockey pump system.
The new building would require the same type of equipment and separate
water service.
ID\REPORT\O0002\6-16-00113\OC Downtown Campus Existing Facilities Condition Rpt.docx (lam)
Page 31
Appendix B
Report of Geotechnical
Exploration
RIVER VALLEY TESTING CORP.
REPORT OF GEOTECHNICAL EXPLORATION
PROPOSED SPACE NEEDS STUDY
OUTAGAMIE COUNTY ADMINISTRATION BUILDING
410 SOUTH WALNUT STREET
APPLETON, WISCONSIN
RVT #N16-509
Prepared for:
MR. PAUL FARRELL
OUTAGAMIE COUNTY
MAY 9, 2016
Neenah
Green Bay
May 9, 2016
Mr. Paul Farrell
Outagamie County
410 S. Walnut Street
Appleton, WI 54911-5936
Subj: Report of Geotechnical Exploration
Proposed Space Needs Study
Outagamie County Administration Building
410 South Walnut Street
Appleton, Wisconsin
RVT #N16-509
Mr. Farrell:
In compliance with your instructions, River Valley Testing Corp. (RVT) has prepared a Report
of Geotechnical Exploration for the above referenced project. The attached report includes the
results of the exploration, as well as soil strength and construction recommendations. Two (2)
bound copies and one (1) electronic copy of this report have been submitted to you with an
additional electronic copy to Mr. Michael McMahon and Mr. Paul Benedict of McMahon, Inc.
Portions of the soil samples will be held at RVT for a period of 30 days from the date of this
report and then discarded unless you request them to be shipped to a designated location.
RVT has expressed its opinions in this report based on the conditions observed at the test boring
locations. If the construction encounters different conditions than at the test borings, please
notify us so we can review these new conditions.
Respectfully Submitted,
Matthew A. Meyer, P.E.
Senior Geotechnical Engineer
MAM/mam
Attachments
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EXECUTIVE SUMMARY
We have prepared this executive summary solely to provide a general overview. Do not rely on
this executive summary for any purpose except that for which it was prepared. Rely on the full
report for information about findings, recommendations, and other concerns.
The results of the exploration program indicate a moderate amount of special preparation would
be required before the site is suitable for spread footing and mat foundation systems at, or below,
standard frost depth. However, the existing fill, possible fill, and soft/very loose soils
encountered in the borings present concerns at the site for shallow foundations. As a result, if a
shallow foundation system is selected for the proposed structures, special subgrade preparation
would be required to remove all existing fill from below foundations and floor slabs. However,
the existing fill could remain below floor slabs in areas where proofrolling operations indicate
rutting or deflections of less than 1" and it contains less than 5% organics. In addition, we
recommend the encountered soft/very loose soils be removed from below the foundations and
from within 2' of floor slabs. As an alternative to an over-excavate and refill operation, the
structure could be supported on a deep foundation system such as driven piles. In addition, the
floor slabs could be supported structurally. Please see the "Foundation Discussion" and
"Foundations" sections of this report for additional details.
For pavements, the existing fill and possible fill soils encountered during the exploration
program would also be a concern. We recommend removal of all existing fill from within 2' of
the finished pavement grade. However, in our opinion the existing fill material could be left inplace below pavements if proofrolling operations do not indicate rutting or deflections in excess
of 1" and it contains less than 5% organics. Another concern for pavements includes the
presence of moderately frost susceptible soils encountered in the borings. However, based on
our assumption of the owner's acceptable level of risk, we anticipate a majority of the frost
susceptible soils will remain in place below pavements. Please see the "Pavement Discussion"
and "Pavements" sections for additional details.
The "Site Preparation" section of this report contains other recommendations concerning
subgrade preparation and the intended construction.
TABLE OF CONTENTS
N16-509
Item
Page
1.0
INTRODUCTION.......................................................................................................................... 1
2.0
PROJECT AREA........................................................................................................................... 2
Site Location .................................................................................................................................... 2
Topography ...................................................................................................................................... 2
3.0
FIELD EXPLORATION............................................................................................................... 2
Drilling and Sampling Procedures ................................................................................................... 2
Field Penetration Tests ..................................................................................................................... 3
Field Classification Tests ................................................................................................................. 3
4.0
SUBSURFACE CONDITIONS .................................................................................................... 4
General ............................................................................................................................................. 4
Subsurface Conditions ..................................................................................................................... 4
Water Level Information .................................................................................................................. 6
5.0
LABORATORY TESTING PROGRAM .................................................................................... 7
6.0
ENGINEERING REVIEW ........................................................................................................... 8
Project Information .......................................................................................................................... 8
Foundation Discussion ..................................................................................................................... 9
Existing Fill and Possible Fill............................................................................................. 9
Soft/Very Loose Soils ........................................................................................................ 11
Summary ........................................................................................................................... 11
Foundations .................................................................................................................................... 13
Shallow Foundations......................................................................................................... 13
Deep Foundations ............................................................................................................. 16
Floor Slabs/Parking Ramp Slab ..................................................................................................... 19
Lateral Earth Pressures .................................................................................................................. 21
Underpinning Foundations............................................................................................................. 23
Through Joint ................................................................................................................................. 23
Seismic Site Classification ............................................................................................................. 23
Pavement Discussion ..................................................................................................................... 24
Existing Fill and Possible Fill........................................................................................... 25
Frost Susceptible Soils ...................................................................................................... 26
Summary ........................................................................................................................... 26
Pavements ...................................................................................................................................... 27
Additional Pavement Recommendations ....................................................................................... 29
7.0
CONSTRUCTION CONSIDERATIONS.................................................................................. 30
Subgrade Preparation ..................................................................................................................... 30
Structural Fill and Backfill............................................................................................................. 32
Groundwater Control ..................................................................................................................... 32
Winter Construction ....................................................................................................................... 33
Testing and Observations ............................................................................................................... 33
8.0
STANDARD OF CARE .............................................................................................................. 34
APPENDIX
Boring Location Sketch
Soil Boring Logs
Unified Soil Classification System
Report of Consolidation Test
Typical Stub Drain Detail Sketch
Important Information About Your
Geotechnical Engineering Report
REPORT OF GEOTECHNICAL EXPLORATION
OUTAGAMIE COUNTY ADMINISTRATION BUILDING
APPLETON, WISCONSIN
RVT N16-509
1.1INTRODUCTION
This report presents the results of the soil exploration program for the proposed building addition
and future parking structure at the Outagamie County Administration Building site in
Appleton, Wisconsin. In fulfillment of the requested scope of services, River Valley Testing
Corp (RVT):
1.
Completed twelve (12) standard penetration test soil borings in the vicinity of the
proposed construction. In addition, we advanced three (3) of the borings to a
depth of 8', seven (7) to 45', and one (1) to 60' below the existing grade. Further,
we advanced one (1) boring to auger refusal which occurred at a depth of 79½'
below the existing grade.
2.
Classified the encountered soils in the borings and prepared boring logs
illustrating the soil strata.
3.
Performed a limited number of laboratory tests, as we deemed necessary, to aid in
classifying the soils and in estimating their engineering properties.
4.
Completed a written report documenting the results of the field and laboratory test
programs. The report includes the following:
a.
Soil boring logs which document the encountered subsurface conditions.
b.
Our recommendations concerning suitable foundation types and depths,
allowable bearing pressure, settlement estimates, lateral earth pressures,
seismic site classification, and recommended pavement sections.
c.
Construction considerations relative to the subsurface conditions.
The purpose of this report was to determine the various soil profile components, the engineering
characteristics of the materials encountered, and to provide criteria for use by the design
professionals in preparing the foundation and pavement plans.
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2.0
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Page 2
PROJECT AREA
Site Location
The site of the proposed construction is located at the existing Outagamie County Administration
Building and Justice Center facilities in Appleton, Wisconsin. Specifically, the site is located at
the southeast corner of S. Walnut Street and W. 8th Street. Further, the building addition and
parking structure are proposed to be constructed within the area of the existing parking lot at the
site.
Topography
The general topography throughout the area of the proposed construction consists of existing
buildings, asphalt paved parking lot, and landscaped areas. The site is relatively flat, but
generally slopes downward to the east. The surface elevation at the boring locations ranged from
787.2' at Boring 1-16 to 780.2' at Boring 2-16, as referenced to the benchmark described in the
"Drilling and Sampling Procedures" section of this report.
3.0
FIELD EXPLORATION
Drilling and Sampling Procedures
RVT advanced the soil borings on March 15 through March 19, 2016, utilizing truck and rubber
tired ATV mounted rotary drilling rigs, and continuous flight hollow stem augers (HSA).
Mr. Alex Barker of RVT determined the boring locations and depths. In addition, Mr. Colton
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Lentz of RVT staked the boring locations in the field and McMahon, Inc., determined the surface
elevations. McMahon, Inc., determined the surface elevation at the boring locations and
referenced them to USGS Benchmark "BM Reset 1940" located in front of the west entrance to
the County Courthouse. We understand this benchmark to have an elevation of 790.18' as
referenced to the NGVD 1929 Datum. The "Boring Location Sketch" in the Appendix illustrates
the approximate soil boring locations.
Field Penetration Tests
The drilling crew obtained field soil samples in accordance with American Society for Testing
Materials (ASTM): D1586. Using this procedure, a 140 pound weight falling 30" drives a two
inch outside diameter (OD) split barrel sampler into the soil using either a safety type manual
hammer (MH) or an automatic hammer (AH). The "Method Section" of the boring logs
indicates the hammer type in parentheses. After an initial set of six (6) inches, the standard
penetration resistance or N-value describes the number of blows required to drive the sampler an
additional 12 inches. The N-value provides an index of the relative density of cohesionless soils,
or the consistency of cohesive soils. This provides additional information about the relative
strength and compressibility characteristics of the subsoil.
Field Classification Tests
In the field, the drill crew chief visually and manually classified the soil samples in accordance
with ASTM: D2488.
RVT personnel returned representative samples to the laboratory for
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further examination and verification of the field classification. The soil boring logs located in
the Appendix describe the depth and identification of the various strata, the N-value, the
groundwater level information and other pertinent information.
4.0
SUBSURFACE CONDITIONS
General
The stratification of the soils shown on the boring logs represents the soil conditions in the actual
boring locations. Lines of demarcation represent the approximate boundary between the soil
types, but the transition may be gradual.
It should be pointed out, the subsurface conditions at other times and locations on the site may
differ from those found at the test locations. If the contractor encounters different site conditions
during construction, the design engineer or the contractor should request RVT review the
previous report recommendations in relation to the new information.
Subsurface Conditions
The soil boring logs in the Appendix illustrate the encountered soil and groundwater conditions
at the test boring locations. The logs also indicate other pertinent information.
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The generalized soil profile indicated by the borings consisted of a 14" to 23" asphalt pavement
section overlying existing fill and possible fill to a depth of between 4½' and 10½'. Below these
near surface soils, the borings encountered glacial till and lacustrine soils that extended to the
boring termination depths. One exception to this occurred in Boring 9-16 which encountered a
layer of outwash from 27' to 29' below the existing grade. Another exception occurred in
Boring 2-16 which encountered a seam of peat at a depth of 50' below the existing grade. The
lacustrine soils consisted of lean clay, fat clay, and silt. In addition, the glacial till consisted of
sandy lean clay, lean clay, silty sand, and sandy silt. Further, the existing fill and possible fill
soils consisted of sandy lean clay, lean clay, organic clay, clayey sand, silty sand, clayey gravel,
and silty gravel.
Auger refusal occurred in Boring 1-16 at a depth of 79½' below the existing grade. A 5' rock
core would be required to determine if the auger refusal occurred on bedrock, a boulder, or some
other obstruction. However, based on published bedrock maps we anticipate the auger refusal
more likely than not occurred on a bedrock formation.
Standard penetration N-values indicated the native clay and silt soils had a generally medium to
rather stiff consistency, but it varied from medium to very stiff. In addition, the clayey existing
fill and possible fill had a soft to rather stiff consistency. Further, the sand and gravel existing
fill and possible fill had a loose to very loose relative density. Furthermore, the native sand soil
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had a medium dense to extremely dense relative density. These standard penetration N-values
can be found on the boring logs in the column titled "Total (N)."
Water Level Information
During drilling, the drillers noted groundwater ranging from 78½' in Boring 1-16 to 5' in Boring
7-16. However, the drillers did not note measurable groundwater at the completion of drilling
because the use of drilling mud often obscures groundwater levels in the boreholes. Because the
borings encountered relatively poor draining soils, in our opinion, the depth of observed
groundwater may not be a reasonable indication of the static groundwater level at the time of
drilling. In addition, the variable observed depths to groundwater may indicate a complex
hydrologic condition exists at this site that consists of the static groundwater level and a
groundwater table "perched" within zones of more permeable soil. Further, groundwater levels
can fluctuate with time due to seasonal variations in precipitation, lateral drainage conditions,
and from location to location. However, based on our laboratory testing and observations of the
collected soil samples, in our opinion the static groundwater table is more likely than not
between 15' and 25' below the existing grade. The time of year and the weather history during
the advancement of the boring should be considered when estimating groundwater levels at other
points in time.
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5.0
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LABORATORY TESTING PROGRAM
In addition to the subsurface exploration, a Geotechnical Engineer visually and manually
classified the soil samples in the laboratory in accordance with the Unified Soil Classification
System (USCS). A description of the USCS can be found in the Appendix of this report. The
classification included the major and minor soil type, grain size, color, moisture content, and
relative density. The square bracketed text noted below the soil description on the boring logs
designates the probable geologic origin.
In addition, RVT performed laboratory tests to determine in-situ moisture content (W), in-situ
dry density (DD), unconfined compressive strength (Qu), specific gravity (Gs), one-dimensional
consolidation (Cc), and organic content (Org). Most of the laboratory test results can be found
on the boring logs adjacent to the number of the tested sample. However, the specific gravity
and one-dimensional consolidation test results can be found on the "Report of Consolidation
Test" located in the appendix. Further, RVT obtained calibrated spring penetrometer readings,
Pq, for many of the clayey samples. The Pq test results can be found on the boring logs in the Qu
column.
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6.1ENGINEERING REVIEW
Project Information
The following information represents RVT's understanding of the proposed construction. It
comprises an important part of our engineering review. If changes occur in the nature, design,
grades, or locations of the proposed construction after completion of this report, the conclusions
and recommendations in this report should not be considered valid unless we review the changes.
RVT understands the project includes the construction of a 150' x 175' three to five story,
reinforced concrete addition to the existing Administration Building that will have a full
basement. The planned construction also includes a proposed pedestrian bridge linking the new
addition to the existing Justice Center. We also understand the project will include reconstructing
the existing north parking lot and consideration may be given to a future four story 125' x 250'
reinforced concrete parking structure. We understand the foundation loads for the building
addition will be between 550 to 850 kips for the column loads and 15 to 30 kips per lineal foot
for perimeter wall loads, dependent on the selected number of stories. Further, we understand
the parking structure will have column loads of up to 1,400 kips and would be supported on
foundations constructed at standard frost depth.
If the borings encounter subsurface conditions that might be detrimental to the support of the
proposed structures, RVT has assumed the owner will have an acceptable risk level if the
detrimental material remains in place. With this in mind, this report assumes the owner would
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only be willing to accept a low risk for foundation and floor slab settlement in excess of 1" and
½", respectively. In addition, we assume the owner would be willing to accept a moderate risk
for reduced pavement performance. If these assumptions concerning the owner's acceptable risk
level are incorrect, we should be immediately contacted so we can review our recommendations
in light of the changed acceptable risk level.
Foundation Discussion
Based primarily on information obtained from the soil borings, in RVT's opinion, the subsurface
soil can provide suitable support for a spread footing foundation system. However, the existing
fill, possible fill, and soft/very loose soils encountered in the borings present concerns for the
support of both foundations and floor slabs.
Existing Fill and Possible Fill
The presence of existing fill and possible fill soils encountered in the borings provides one
concern for the support of foundations and floor slabs. This material extended to a depth of
between 4½' and 10½' below the existing grade in the borings. For the possible fill, in the
absence of deleterious material (such as organics, bricks or concrete), we often have difficulty
distinguishing the difference between native soil and clean fill. However, the owner should be
aware of the risk for total and/or differential settlement in excess of 1" associated with
constructing foundations and floor slabs on undocumented fill. Undocumented fill has a risk for
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higher settlement because of potential variations in the density of this material. The risk also
increases where the undocumented fill contains more than 5% organics.
Based primarily on the Standard Penetration N-values, in our opinion the risk of total and/or
differential settlement in excess of 1" for foundations associated with the existing fill at this site
would be moderate to high. However, in our opinion the risk associated with the possible fill
would be very low for foundations if field observations during construction indicate the soil to be
native. In addition, for floor slabs the risk for settlement in excess of ½" would generally be
moderate to high for the existing fill. However, the risk for excessive floor slab settlement
would be very low providing proof-rolling operations during construction do not indicate rutting
or deflections in excess of 1" and it contains less than 5% organics. If the owner cannot accept
these risks, or if field observations indicate the possible fill soil to be existing fill, then RVT
recommends removing all encountered existing fill from below foundations and from within 2' of
floor slabs, and replacing it with a compacted structural fill in accordance with the "Structural
Fill and Backfill" section of this report. As an alternative to an over-excavate and
refill
operation, the structures could be supported on a deep foundation system. In addition, the floor
slabs could be supported structurally.
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Soft/Very Loose Soils
The soft/very loose (N < 5 bpf) soils encountered in Boring 3-16 and 9-16 provide another
concern for the support of foundations and floor slabs. These borings encountered soft/very
loose possible fill soils between a depth of 6' and 10½' below the existing grade. The owner
should be aware that soft/very loose soil is highly compressible, would be subject to general
shear failure at very light loadings, and has a very high susceptibility to disturbance by
construction activity. Because of these factors, foundations bearing on or within one footing
width of the soft/very loose soil layer would have a high risk that settlement could exceed 1".
We anticipate the owner would not be willing to accept this risk for total settlement in excess of
1". Therefore, we recommend over-excavating these soft/very loose soils from below the
foundations and from within 2' of floor slabs, and then refilling the over-excavation with
compacted structural fill in accordance with the "Structural Fill and Backfill" section of this
report. As an alternative to an over-excavate and refill operation, the structures could be
supported on a deep foundation system. In addition, the floor slabs could be supported
structurally.
Summary
Based on our assumption of the owner's acceptable risk level, as outlined in the "Project
Information" section of this report, we recommend the following:
1. Over-excavate all encountered existing fill from below the foundations.
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2. Existing fill could be left in place below floor slabs if proof-rolling observations do not
indicate rutting or deflection in excess of 1" and it contains less than 5% organics. Where
the fill contains more than 5% organics or where rutting or deflections exceed 1", remove
as much as 2' of the existing fill and replace it with a compacted structural fill.
3. If field observations indicate the possible fill is native, not undocumented fill, then it
could be left in place below the foundations and floor slabs providing it has suitable
strength.
4. Remove the encountered soft/very loose soils from below the foundations and from
within 2' of floor slabs, and replace it with compacted structural fill in accordance with
the "Structural Fill and Backfill" section of this report.
5. As an alternative to an over-excavate and refill operation, the structures could be
supported on a deep foundation system. In addition, the floor slabs could be supported
structurally.
RVT wishes to note, footing excavations subcut below the footing elevation should be oversized
one foot horizontally in each direction for every foot of structural fill placed below the
foundation. In addition, we strongly recommend RVT document the material exposed in the
excavations does not exhibit obvious characteristics that would adversely affect the performance
of the foundation system.
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Foundations
Shallow Foundations
After the removal of all unsuitable existing fill and soft/very loose soil as noted in the
"Foundation Discussion" section of this report, in RVT's opinion the proposed structures could
be suitably supported by a conventional spread footing or a mat foundation system. The standard
penetration N-values indicate the soils at the site are suitable for bearing pressures of between
1,500 psf to more than 5,000 psf. However, to limit the anticipated total and differential
settlement of the proposed structures, we recommend limiting the net allowable bearing pressure
utilized for the design. That being said, we recommend the foundations be placed on the
medium (N 5 bpf) native soil or on compacted structural fill that extends to the medium
native soil. Based primarily on the standard
penetration
N-values
and
the
anticipated
acceptable settlements, we recommend utilizing a net allowable soil bearing pressure of up
to 2,000 psf (pounds per square foot) for proportioning the foundations to resist compressive
forces. Further, we recommend a minimum footing width of 18" for continuous spread footings
and a minimum footing size of 24" x 24" for isolated column pads.
For preliminary
design purposes, we recommend a Modulus of Subgrade Reaction, k, of 125 pounds per
square inch/inch (psi/in) be utilized for mat foundation design.
If properly proportioned, footings could be designed to have a theoretical factor of safety against
general shear failure of at least three. For the three-story building addition alternative, using a
maximum wall load of 15 kips per lineal foot and a maximum column load of 550 kips and the
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maximum recommended net allowable bearing pressure of 2,000 psf, we estimate the total and
differential settlements should not exceed 1" and ½", respectively. However, for the five-story
building addition alternative, using a wall load of 30 kips per lineal foot and a maximum column
load of 850 kips, we estimate the total settlement will be between 1" and 1¼" with a differential
settlement of less than ½". Further, utilizing a maximum column load of 1,400 kips, we estimate
the total settlement for the parking structure column pads will approach 1¼".
Since we assume the owner would only be willing to accept a maximum foundation settlement of
1", in our opinion the site would be suitable for the three-story building addition alternative
constructed on a spread footing foundation system. Further, in our opinion the more heavily
loaded five-story building addition alternative and the future parking structure may require a mat
foundation or deep foundation system to limit the total foundation settlement to 1" or less.
However, based on the information obtained from the soil borings, in our opinion there is at least
a moderate probability that specialized in-situ soil testing methods could be performed at the site
to justify a higher recommended soil bearing pressure and/or reduce the estimated magnitude of
settlement for shallow foundation systems. Therefore, if consideration will be given to placing
these structures on a shallow foundation system, we strongly recommend performing
pressuremeter testing at the site. Pressuremeter testing would provide a more refined
measurement of the in-situ strength and deformation characteristics of the clay soils than the
Standard Penetration Test, laboratory unconfined compressive strength, and calibrated spring
penetrometer test procedures.
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In addition, since we understand the structural loadings are preliminary at this time, we
recommend the project structural engineer consult with RVT during the foundation design
process to further evaluate settlement potential when the specific structural loadings become
available. If a mat foundation system will be considered, RVT strongly recommends we
reanalyze our recommended Modulus of Subgrade Reaction, k, values after reviewing the
applied pressure value contours developed by the project structural engineer. This review will
be important to determine if we will recommend an additional shallow over-excavate/refill
operation below the mat to help stiffen the soil reaction. Further, since RVT advanced only one
soil boring within the footprint of the future parking structure, we recommend additional soil
borings be advanced to further evaluate the suitability of the site for the planned construction.
The additional borings would also provide the subsurface information necessary to evaluate the
potential differential settlement for the parking structure.
Exterior footings should be placed at a minimum depth of 4' below finished exterior grades to
protect them from potential frost effects. Interior footings should extend to the N5 bpf
native soil. As an alternative, interior footings could be placed at any convenient depth below
the floor slab on a structural fill, which extends to the native soil. In our opinion, the
minimum footing depth should be increased to 5½' for footings and foundations in any poorly
heated or unheated areas such as the future parking structure.
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Deep Foundations
Due to the anticipated heavy foundation loadings and in anticipation that limiting the net
allowable bearing pressure may reduce the feasibility of shallow foundation system, we explored
other foundation alternatives that would be suitable to support the proposed structures. These
alternatives included deep foundation systems consisting of drilled piers or driven piles. Both
deep foundation alternatives would require extending the foundations to the extremely dense
silty sand soils encountered at a depth of between 52' and 62' in Boring 1-16 and 2-16. However,
after evaluating the suitability of these two alternatives, in our opinion a driven pile foundation
system would be the most feasible deep foundation option for this site. Therefore, the following
section provides our recommendations for driven pile foundation systems. However, if detailed
evaluation of other deep foundation alternatives would be of value to the project, RVT should be
contacted to provide additional recommendations as project plans develop.
Based on our analysis of the test data obtained from the subsurface exploration, in our opinion
the site would be suitable to support the proposed structures on a driven pile foundation system.
Based primarily on the standard penetration N-values and the soil classification, we recommend
utilizing the allowable design values noted in the following table to estimate pile lengths.
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Recommended Unit Strength Values
1
Elevation (ft)
Allowable
Skin Friction
(tsf1)
Allowable
End Bearing
(tsf1)
Surface to 775
na
na
775 to 725
0.11
4
725 to 708
0.40
75
Tons per square foot.
Utilizing the above design values, the following table lists our recommended pile capacities and
assumes pipe piles filled with 3,000 psi concrete and an allowable steel stress of 9,000 psi.
Pile Type
Allowable Vertical
Capacity (tons) [b]
Pile Tip Depth [a]
HP10x42
55
60' – 70'
HP12x53
70
60' – 70'
10¾" Diameter CIP [c]
55
60' – 70'
12¾" Diameter CIP [c]
70
60' – 70'
[a]
[b]
[c]
Below existing grade.
Adjusted for downdrag, but not for weight of pile.
Minimum pipe wall thickness of 0.25".
The allowable loadings for the pile members have included a factor of safety of two against
failure. It is important to note that the conditions may vary at the exact pile locations and that
driving operations may be less than ideal. These or other factors could necessitate greater pile
depths to reach the pile capacities recommended above.
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RVT based the above estimated pile lengths on static soil parameters at the test location. We
intended these estimates only for planning and feasibility studies. The actual length
requirements may vary, and must be determined by a test pile program at the start of
construction. The piles could be rated by the Pile Driving Analyzer or by an appropriate driving
formula such as the Gates dynamic formula.
We recommend close monitoring of pile driving operations to limit overdriving, which could
cause damage to the pile sections. A steam, air, or diesel hammer should be used to drive the
piles and the energy rating for the hammer should be selected so as to prevent overstressing the
pile section. A numerical wave analysis should be performed prior to final pile and driving
hammer selection to determine the pile-hammer compatibility and the drivability of the selected
pile.
In our opinion, driving effects can be reduced by driving the piles no closer than three pile
diameters from the nearest pile. Also, the piles near the center of the foundation should be
driven first, and pile installation should be sequenced so that the outermost piles are driven last.
This will reduce the potential movement of installed piles due to soil displacement during driving
operations.
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Floor Slabs/Parking Ramp Slab
If the planned construction will include a deep foundation system, then the floors should be
structurally supported on a system of grade beams tied into the pile caps. However, for spread
footing foundation systems, in RVT's opinion, the floor slab system could be placed on the
native non-organic soil, on approved existing fill (except as noted in the "Foundation
Discussion" section of this report), or on compacted structural fill. However, we strongly
recommend proof compacting all "at-grade" floor slab subgrades to recompact any areas
disturbed by the site stripping operation, and to document areas having excessively soft pockets
of native soil.
In addition, the clayey and silty soils at this site have a moderate susceptibility to detrimental
frost heaving and spring thaw weakening. Since detrimental frost heaving and spring thaw
weakening could decrease the performance to the parking ramp slab, we recommend
consideration be given to placement of a minimum 2' layer of structural fill below it.
Based primarily on the results of the standard penetration tests, RVT recommends using a
Modulus of Subgrade Reaction, k, of 125 pounds per square inch/inch (psi/in) for designing floor
slabs. However, if at least 2' of compacted structural fill will be placed below the floor slab, then
the K-value could be increased to 175 psi/in.
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Where the exposed subgrade consists of clayey or silty soils, we recommend placement of at
least 6" of trimmable, compactable granular fill (such as manufactured sand or ¾" crushed
limestone base course) having a gradation as outlined in the table below. This material would
provide a leveling/blotter layer, a capillary break beneath the floor, and a drainage path away
from the floor in excessively wet soil conditions.
Recommended Floor Slab Drainage Fill Gradation
Sieve Size
Percent Material Passing Sieve Size
1"
100
#4
40 - 100
#40
15 - 30
#200
Less than 10
In addition, we recommend utilizing a vapor retarder under any slab-on-grade where water vapor
passage would be undesirable, such as where floors will be covered by wood, tile, carpet, or
impermeable coatings. In RVT's opinion, the preferred configuration follows ACI 302.1 Section
3.2 guidelines for placement of the vapor retarder and granular fill leveling/blotter layer.
However, our experience indicates other configurations will provide equivalent vapor retarding
properties. For example, a vapor retarder can be placed in direct contact with the slab if the
owner is aware of, and takes precautions for, the increased risk of slab curling.
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Lateral Earth Pressures
Areas where the unbalanced fill height of the structures exceed 4', and constructed retaining
walls, should be designed to resist lateral earth pressures. Using the Rankine method to calculate
these pressures, the table below provides recommended values which could be utilized in the
structure and retaining wall designs. Please note, the At-Rest Earth Pressure values should be
utilized for wall designs where suitable lateral restraint will prevent lateral wall movement (such
as basement walls).
Recommended Lateral Earth Pressures
Compacted Structural Fill1
Silty Sand, Clayey Sand,
Silty Gravel, Clayey Gravel
40°
125 pcf
Active
Fluid
Pressure,
psf (Ka)
27 (0.22)
36°
125 pcf
32 (0.26)
487 (3.9)
52 (0.41)
Lean Clay, Sandy Lean Clay
28°
135 pcf
49 (0.36)
378 (2.8)
72 (0.53)
Soil Type
Friction
Angle,

1
2
Moist
Unit
Weight
Passive
Fluid
Pressure,
psf (Kp)
575 (4.6)
At-Rest
Fluid
Pressure,
psf (Ko)
44 (0.35)
See "Structural Fill and Backfill" Section for details concerning recommendations.
Please note, the above values assume a 0° backslope angle (β).
To resist shear forces, RVT recommends a maximum friction factor of 0.40 for foundations in
contact with the sand and gravel soils and our recommended structural fill. In addition, we
recommend utilizing an adhesion value of 500 psf for foundations in contact with the native clay
and silt soils. However, the total lateral resistance for foundations in contact with the native clay
soil should not exceed 30% of the total design dead weight. Please contact us for additional
consultation if a different method will be used for determining the lateral earth pressures.
Appleton, Wisconsin
N16-509
Page 22
In our opinion, a predominantly sand backfill which has 100% passing the 3" sieve, 70-100%
passing the #4 sieve, and less than 15% by weight passing the #200 sieve should be used around
the perimeter of the building and behind retaining walls. We further recommend placing a
perimeter drain tile system at or near the base of the footings to collect and remove groundwater
and prevent a buildup of hydrostatic pressure on the walls. The drain tile system should be
connected to the storm sewer system or a suitable outfall. The end of the outfall pipe should not
be perforated to reduce the potential for plugging by vegetation roots, and should be covered
with a screen to discourage nesting of small animals. In addition, a one to two foot thick clay cap
should be constructed over the backfill in any unpaved areas to minimize infiltration of surface
water. In our opinion, roof drainage for the buildings should also be directed onto pavements or
into storm sewers to minimize infiltration.
It should be noted, a higher risk of foundation wall failure will exist if construction includes
backfilling with clayey or silty material in areas having an unbalanced fill height greater than 4',
because these soils have poor drainage characteristics. In addition, clay/silt backfill would
reduce the effectiveness of the perimeter drainage system. Therefore, we do not recommend
using clay/silt backfill in below grade structures and retaining wall areas.
Appleton, Wisconsin
N16-509
Page 23
Underpinning Foundations
Care should be taken not to undermine the foundations of the existing building. If excavations
extend below the existing foundation elevations, we recommend underpinning the existing
footings to transmit their loads to the elevation of the new foundations. The underpinning can be
designed for the same net allowable bearing pressure indicated in the "Foundations" section of
this report.
Through Joint
Differential settlement will occur between the new addition and the existing building. Therefore,
RVT recommends a complete through joint be incorporated between the new addition and the
existing building. The joint should be capable of tolerating the anticipated magnitude of
potential settlement.
Seismic Site Classification
RVT understands the information required for the "Site Class" for the site includes values for
average soil shear wave velocity, average standard penetration resistance or average soil
undrained shear strength. Based on the results of the soil borings and RVT's knowledge of
general soil conditions in the project area, we recommend the values in the following table for
evaluating the Site Class for seismic considerations.
Appleton, Wisconsin
N16-509
Page 24
Seismic Properties
Soil Type
Depth
(ft)
Shear Wave
Velocity, Vs
(ft/sec)
Standard Penetration
Resistance, N
(Range / Average)
Undrained Shear
Strength, psf
(Range / Average)
Fill, Lean Clay
0' to 4½'
Unknown
6–9/7
3,500 – 4,000 / 3,750
Lean Clay
4½' to 17'
Unknown
12 – 17 / 15
2,600 – 4,500+ / 4,000
Lean Clay
17' to 57'
Unknown
5 – 12 / 7
185 – 3,250 / 1,250
Lean Clay
57' to 62'
Unknown
21 / 21
4,000 / 4,000
Silty Sand
62' to 79½'
Unknown
50+ / 50+
2,000+
Bedrock
79½' to 100'
Unknown
50+
2,000+
Unknown
25+
2,000+
Average
Based on the information in the above table, in RVT's opinion the proposed construction site
would be classified as Site Class D.
Pavement Discussion
In general, flexible pavements derive their strength from the characteristics of the subgrade soils,
the sub-base fill and the base course, and the bituminous upper layer and lower layer mixtures.
In the design of the pavement, the total pavement thickness typically includes the bituminous
mixtures, base course, and sub-base fill. The site has generally favorable conditions for the
proposed pavement construction. However, the existing fill, possible fill, and frost susceptible
soils encountered in the borings present concerns for the pavement performance.
Appleton, Wisconsin
N16-509
Page 25
Existing Fill and Possible Fill
The existing fill and possible fill encountered in the borings, which extended to a depth of
between 4½' and 10½' below existing grade, provides one concern for the performance of the
pavement system. For the possible fill, we often have difficulty distinguishing the difference
between clean fill and native soil when the samples do not contain deleterious material.
However, the owner should be aware of the increased risk for a reduced pavement performance
associated with constructing pavements on undocumented fill. The risk exists because
undocumented fill has a higher potential for variable density. In addition, this risk tends to
increase with the presence of organic soils (more than 5% organics). Further, because of natural
soil variability, every construction site has at least a very low risk for a reduced pavement
performance. An organic content test performed on a select sample of the organic existing fill
encountered in Boring 10-16 indicated a low to moderate organic content of 5.0%.
Based on the Standard Penetration N-values and the organic content test result, in RVT's
opinion, the risk for reduced pavement performance associated with the existing fill at this site
would be moderate to high. However, the risk could be reduced to a very low risk for the
possible fill if it is native soil, not undocumented fill, and proof-rolling observations do not
indicate rutting or deflection greater than 1". Further, the risk would be very low for
encountered existing fill if it contains less than 5% organics and proof-rolling observations do
not indicate rutting or deflection greater than 1". If the owner cannot accept these risks, then
RVT recommends removing all encountered existing fill from within 2' of the finished pavement
Appleton, Wisconsin
N16-509
Page 26
grade and replacing it with compacted sub-base fill in accordance with the "Pavements" section
of this report.
Frost Susceptible Soils
The frost susceptible clayey and silty soils encountered in the borings provide another concern
for the pavement system. RVT wishes to note, a risk for reduced pavement performance exists
with the construction of pavements on frost susceptible soil. The reduced pavement performance
may occur because of potential detrimental frost heaving and spring thaw weakening. The risk
associated with frost susceptible soils can be reduced by removal of all frost susceptible soils
within 3' of the final grade. In our opinion, the risk at this site related to the frost susceptible
soils would be moderate.
Summary
Based on our assumption of the owner's acceptable risk level (as outlined in the "Project
Information" section of this report), we recommend the following:
1. All existing fill soils encountered within 2' of the finished pavement grade should be
removed, unless it contains less than 5% organics and proof-rolling observations do not
indicate rutting or deflection greater than 1".
2. All over-excavated material should be replaced with compacted sub-base fill as noted in
the "Pavements" section of this report.
3. We anticipate a majority of the frost susceptible soil will remain in-place below the
pavements.
Appleton, Wisconsin
N16-509
Page 27
Pavements
For analysis of pavement sections, RVT recommends the use of the pavement design parameters
noted in the table below. RVT obtained the values for the Soil Support Value and Design Group
Index from the Wisconsin Department of Transportation Pavement Design Manual. Frost Index
values were obtained from the susceptibility classifications according to the U.S. Army Corps of
Engineer's criteria. Historical testing of the various soil types provided the Subgrade and
Resilient Modulus values.
Soil Type
Subgrade Reaction Modulus (psi/in)
Resilient Modulus (psi)
Frost Index
Soil Support Number
Design Group Index
Fill, Silty Sand, Clayey Sand,
and Lean Clay (SM, SC, CL)
125
2,800
F3
4.2
12
In proposed pavement areas, after completion of the subgrade preparation, the finished subgrade
should be thoroughly compacted and proof rolled with heavy construction equipment. Areas
where proof rolling encounters yielding or rutting in excess of 1" should be over-excavated and
replaced with a sub-base fill as specified below.
Sub-base fill used to achieve final grades should consist of relatively clean sand, or gravel base
course, with 100% passing the 3" sieve and less than 15% passing the #200 sieve. Compaction
Appleton, Wisconsin
N16-509
Page 28
tests should be completed on fill exceeding 2' in depth. Fill should be placed in 8" maximum
loose lifts and compacted to at least 95% of ASTM D1557 (Modified Proctor).
Based on the subgrade soil conditions encountered in the borings, our recommended subgrade
preparation, and assumed loading conditions, we recommend the following pavement sections:
Bituminous Upper Layer
Passenger
Vehicle Parking
and Low Traffic
Areas
1¾"
Heavy Truck
Parking and
High Traffic
Areas
2½"
Bituminous Lower Layer
2¼"
2½"
Crushed Aggregate Base
10"
14"
Construction Material
The above base course thickness recommendations are somewhat conservative due to the limited
number of borings and traffic loading information available for this report. Additional
information concerning anticipated traffic loadings that develops a broader view of site
conditions has often allowed us to recommend a thinner base course thickness.
The crushed aggregate base course should meet Section 305 of the WDOT Standard
Specifications for Road and Bridge Construction and the gradation should meet the "1¼-inch"
specification. The gradation of the bituminous lower layer should meet the 19.0 mm mix
gradation and the bituminous upper layer should meet the 12.5 mm mix gradation.
Appleton, Wisconsin
N16-509
Page 29
These pavement sections are based on an assumed daily Equivalent Single Axle Loading (ESAL)
of 30 for low traffic areas and 100 for high traffic areas, as well as weather conditions typical of
northeastern Wisconsin, and a 20-year service life prior to rehabilitation. Actual performance
life will vary depending on variations in these conditions. Further, we recommend placing
concrete pavement in areas where heavy trucks or dumpsters may be parked for extended periods
of time, and where dumpsters will be unloaded into a transfer vehicle. This is necessary because
rutting of a bituminous surface may occur during warm weather conditions. Also, it is important
to design the drive leading up to these areas for high volume to support the anticipated heavy
service vehicle loadings.
In addition, we recommend installing stub drains on the outside of catch basins or manholes in
areas having curbs and gutters because the encountered soils have relatively poor drainage
characteristics. This will prevent seepage from collecting in the impervious subgrade and the
subsequent softening of these soils. Where construction will not include curb or gutter, the
subgrade should be sloped towards the ditches. A "Typical Stub Drain Detail Sketch" is
included in the Appendix.
Additional Pavement Recommendations
The recommendations made in this report have been based on the subsurface conditions found in
the borings. However, other soil conditions not represented by these borings may be
encountered during construction. Therefore, we strongly recommend RVT be on site to observe
Appleton, Wisconsin
N16-509
Page 30
the finished subgrade test rolling and the "borrow" material placement. We also recommend
performing an adequate number of density tests on the fill during placement to document
compliance with compaction specifications.
7.0
CONSTRUCTION CONSIDERATIONS
Subgrade Preparation
Based on the soil borings conducted for this exploration, if the structures will not be placed on a
deep foundation system, RVT anticipates some areas of the site will require a significant amount
of special subgrade preparation will be necessary prior to placement of building components.
This special preparation would include the removal of existing fill from below foundations, and
possibly from within 2' of at-grade floor slabs and pavements. In addition, we recommend
removing the soft/very loose soils from below the foundations and within 2' of floor slabs. All
over-excavated material should be replaced with structural or sub-base fill that has been placed
and compacted as recommended within this report. For the general site preparation, we
recommend removing topsoil and other encountered near surface soils having more than 5%
organics from below the foundations, floor slabs, and pavements. In addition, existing buried
utilities should also be relocated or abandoned in accordance with applicable codes.
After the initial site preparation, we recommend "at-grade" floor slab and pavement areas be
proof rolled with a tandem axle dump truck. Soft subgrade areas, which RVT observes to exhibit
Appleton, Wisconsin
N16-509
Page 31
rutting or deflections greater than 1" during proofrolling, should be over-excavated and replaced
with structural fill in accordance with the "Structural Fill and Backfill" section of this report.
The likelihood that proof rolling will cause rutting or deflections greater than 1" increases
significantly where the soils have N-values less than 10 bpf. Therefore, we anticipate
recompaction and/or replacement of softer soils will be required in most areas of the site.
Please note, if construction will occur during the spring or fall, then seasonal reduction of the
near surface soil strength will occur. This may cause additional over-excavation for
constructability concerns. Further, the clayey soils at this site have a moderate susceptibility to
strength loss when wet or when disturbed by construction activity. Therefore, we recommend
maintaining site drainage away from excavations to minimize the amount of water entering or
ponding in the excavations. Saturated or disturbed soil should be removed and replaced with
structural fill in accordance with the "Structural Fill and Backfill" section of this report.
Where excavations extend deeper than 5', we recommend maintaining excavation side slopes at a
ratio no steeper than 1½' horizontal to 1' vertical. In addition, we wish to note that other OSHA
requirements concerning excavation bracing may apply.
Appleton, Wisconsin
N16-509
Page 32
Structural Fill and Backfill
If excavations extend below the bottom of foundation elevations, the excavation must be
oversized one foot laterally in each direction for every foot of fill placed below the foundation
bottom. Structural fill used in obtaining the desired footing grades, or general fill under floor
slabs, should consist of a predominantly sand material, or gravel base course, with 100% passing
the 3" sieve, 70-100% passing the #4 sieve and less than 15% passing the #200 sieve. All
structural fill materials should be placed in lifts not to exceed 8" and should be compacted to at
least 95% Modified Proctor (ASTM: D1557) density. Nonstructural backfill placed around the
exterior of the footings in unpaved areas, should be compacted to at least 90% Modified Proctor
density. In our opinion, none of the soils encountered in the borings would likely meet RVT's
recommended gradation for structural fill.
Groundwater Control
The borings indicate that the excavations will not likely extend below the static groundwater
level. However, the drillers did observe perched groundwater during drilling in the upper 10' of
some of the borings. In addition, seasonal variations in precipitation and site drainage conditions
can cause the accumulation of free water in the upper soils. With this in mind, in our opinion,
initial attempts to control groundwater seepage into the excavations could include using a series
of sump pumps and pits. However, the likelihood that a more substantial dewatering system
(such as a temporary well point system) will be needed increases significantly where excavations
will extend more than 2' below the static groundwater level. If a more accurate determination of
Appleton, Wisconsin
N16-509
Page 33
the static and/or perched groundwater levels at the site would be of value for project planning or
construction, we recommend the installation of at least two temporary groundwater monitoring
wells at the site.
Please note, if a temporary well point system becomes necessary, then RVT wishes to emphasize
that lowering the static groundwater level can have detrimental effects on nearby structures.
With this in mind, RVT recommends any dewatering schemes be reviewed by a contractor who
specializes in this type of work prior to its implementation.
Winter Construction
If construction will occur during the winter months, care should be taken to not allow frozen fill
material under footings or floor slabs. The risk of total and/or differential settlements in excess
of 1" associated with frozen fill would be moderate to high. Because RVT anticipates this risk
would be unacceptable to the owner, we recommend wasting any material which is frozen prior
to compaction.
Testing and Observations
Because the borings encountered existing fill, possible fill, soft/very loose soils, and frost
susceptible soils, we strongly recommend the owner retain RVT to observe the completed
excavations before placement of structural fill, foundations, or pavements. This will provide the
necessary documentation of the complete removal of all unsuitable soil. RVT should also
Appleton, Wisconsin
N16-509
Page 34
document the soils encountered in the excavations have similar characteristics as those noted in
the soil boring. Density tests should be taken during fill placement to document the achievement
of our recommended compaction.
8.0
STANDARD OF CARE
The recommendations contained in this report represent RVT's opinions arrived at in a manner
consistent with that level of care and skill ordinarily exercised by members of the profession
currently practicing in the same locality under similar conditions. No other representation,
expressed or implied, and no warranty or guarantee is included or intended in this report.
This report prepared by,
Colton G. Lentz, E.I.T
Staff Geotechnical Engineer
Under the direct supervision of,
Matthew A. Meyer, P.E.
Senior Geotechnical Engineer
CGL/MAM/cgl/mam
APPENDIX
Boring Location Sketch
Soil Boring Logs
Unified Soil Classification System
Report of Consolidation Test
Typical Stub Drain Detail Sketch
Important Information About Your
Geotechnical Engineering Report
Appleton
Green Bay
Madison
Wisconsin
Geotechnical, Environmental, and Construction Consulting
TEST BORING LOG
Drilling Method:
HSA = Hollow Stem Auger
FA = Flight Auger
DM = Drilling Mud
_X = AX, BX, or NX Coring
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Surface Elev: 787.2'
Scale:
GENERAL NOTES
Water Level Symbol:
WLD = Water Level During Drilling
WLA = Water Level After Drilling
WL = Water Level At 24 Hours
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
F = Flight Auger Sample
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
NSR = No Sample Recovery
MH = Manual SPT Hammer
AH = Auto SPT Hammer
DRILLING NOTES
Started:
Depth
(ft)
4.5"
16.5"
Completed:
Blow Counts
0/6 6/12 Total
(N)
2
412
3/15/16
4
7
4
9
8
4
7
2
4
4
5
5
10
7
Driller:
GB/BB
Field Classification and Remarks
Note: [ ] Indicates Possible Geologic Origin
ASPHALT PAVEMENT
6
9
17
16
4
9
3/15/16
Laboratory Test Symbols:
LL/PL = Liquid Limit/Plastic Limit
P200 = Percent Passing #200 Sieve
MA* = Mechanical Analysis
Qu = Unconfined Compressive Str
Pq = Hand Penetrometer Reading
DD = Dry Density
W = Moisture Content (by Weight)
RQD = Rock Quality Designation
* = See attached graph
3 1/4" HSA 0' to 15' (AH),
DM 15' to 79 1/2'
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
17
Pq (tsf)
= 4.0
Pq (tsf)
= 3.5
Pq (tsf)
= 4.5+
Pq (tsf)
= 4.5+
Pq (tsf)
= 4.5+
1
SS
2
SS
LEAN CLAY, with pockets of Silt and a little
Gravel, brown and grey, moist, medium (CL)
3
SS
4
SS
5
SS
12
6
7
SS
TWT
8
SS
9
TWT
10
SS
Pq (tsf)
= 0.75
11
TWT
Pq (tsf)
= 0.25
12
SS
Pq (tsf)
= 3.25
13
SS
Pq (tsf)
= 3.25
LEAN CLAY, with lenses of Silt, Sand and a little
Gravel, brown and greyish brown, moist, rather
stiff (CL)
17
18
113
LEAN CLAY, brown and greyish brown, moist,
medium (CL)
6
2
3
6
37
5
5
7
12
LEAN CLAY varved with FAT CLAY, reddish
brown and brownish grey, moist, rather stiff (CL,
CH)
Pq (tsf)
= 3.75
5,200
Pq (tsf)
= 1.25
[LACUSTRINE]
3
Other
No WLA
SILTY GRAVEL, with Sand, brown, grey and dark
grey, moist (GM)
[BASE COURSE]
[GLACIAL TILL]
3
Boring No: 1-16
[POSSIBLE FILL]
5
2
3
Method:
1" = 7.5'
1 of 2
24
117
370
[LACUSTRINE]
45
401 (10/01)
5
4
5
10
Continued On Next Page
WinLog v6.1.108
Copyright (c) 2016 River Valley Testing Corp
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
DRILLING NOTES
Started:
Depth
(ft)
3/15/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/15/16
Driller:
GB/BB
Method:
1" = 7.5'
2 of 2
Boring No: 1-16
DD = Dry Density
3 1/4" HSA 0' to 15' (AH),
DM 15' to 79 1/2'
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
LEAN CLAY varved with FAT CLAY, reddish
brown and brownish grey, moist, rather stiff (CL,
CH)
47
2
2
3
5
[LACUSTRINE]
14
SS
Pq (tsf)
= 0.5
15
SS
Pq (tsf)
= 0.5
16
SS
Pq (tsf)
= 4.0
17
SS
LEAN CLAY, brown and greyish brown, moist,
medium (CL)
2
3
3
10
7
11
5
57
[LACUSTRINE]
LEAN CLAY, with Sand and pockets and lenses
of Silt, brownish grey, moist, stiff (CL)
21
[GLACIAL TILL]
62
45
7912
401 (10/01)
30
5
1"
50
7"
SILTY SAND, olive brown and grey, moist to
water bearing, extremely dense (SM)
[GLACIAL TILL]
50
6"
50
6"
18
SS
50
6"
50
6"
19
SS
50
3"
50
3"
20
SS
WinLog v6.1.108
WLD
Auger Refusal at 79.5'
End of Boring at 79.5'
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
DRILLING NOTES
Started:
Depth
(ft)
6"
20"
4
8
3/19/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/19/16
Driller:
GB/BB
ASPHALT PAVEMENT
2
4
3
3
2
1
2
3
5
6
2
1
1
3
7
Sample
No. Type
2
SS
2
3
SS
5
[FILL]
4
SS
5
6
SS
TWT
7
SS
8
TWT
9
SS
10
TWT
7
5
FILL, mostly Lean Clay, with lenses of Silt and a
little Gravel, brown and grey, moist, soft to
medium to soft (CL)
[FILL]
LEAN CLAY, brown and grey, moist to wet,
medium (CL)
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
No WLA
FILL, mostly Lean Clay, with Sand, pockets of Silt
and a little Gravel, brown and greyish brown,
moist, medium (CL)
3
2
3
Water
Level
Information
SILTY SAND, with Gravel, light brown and grey,
moist (SM)
[BASE COURSE]
LEAN CLAY, with Sand, brown, moist, medium
(CL)
[POSSIBLE FILL]
2
4 1/4" HSA 0' to 15' (AH),
DM 15' to 60'
SS
9
Boring No: 2-16
DD = Dry Density
1
1012
2
4
Method:
1" = 7.5'
1 of 2
Pq (tsf)
= 1.25
Pq (tsf)
= 3.25
Pq (tsf)
= 0.75
Pq (tsf)
= 1.5
18
110
Pq (tsf)
= 1.25
2,800
WLD
Pq (tsf)
= 0.5
[LACUSTRINE]
2
45
401 (10/01)
2
4
6
22
104
Pq (tsf)
= 1.0
21
110
3,100
2
2
3
5
11
SS
Pq (tsf)
= 1.0
2
3
4
6
12
SS
Pq (tsf)
= 1.5
Continued On Next Page
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
DRILLING NOTES
Started:
Depth
(ft)
3/19/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/19/16
Page:
Driller:
GB/BB
Method:
1" = 7.5'
2 of 2
Boring No: 2-16
DD = Dry Density
4 1/4" HSA 0' to 15' (AH),
DM 15' to 60'
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
LEAN CLAY, brown and grey, moist to wet,
medium (CL)
46
2
2
3
5
[LACUSTRINE]
39
5
1"
50
7"
FAT CLAY interbedded with SILT, reddish brown
and grey, moist, medium (CH, ML)
13
SS
14
SS
15
SS
52
45
[LACUSTRINE]
SILTY SAND, brown and greyish brown, moist,
extremely dense (SM)
[GLACIAL TILL]
60
401 (10/01)
50
6"
30
50
6"
WinLog v6.1.108
Note: Seam of Peat encountered at 50'.
End of Boring at 60'
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
DRILLING NOTES
Started:
Depth
(ft)
5"
23"
8
3/18/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/18/16
Driller:
GB/BB
ASPHALT PAVEMENT
4
4
4
2
3
4
2
4
3
3
2
3
8
5
7
3
2
4
1012
4
6
3
5
11
2
2
5
Method:
SILTY SAND, with Gravel, brownish grey,
waterbearing, very loose (SM)
[POSSIBLE FILL]
LEAN CLAY, with lenses of Silt, brownish grey,
moist to wet, medium to rather stiff (CL)
Boring No: 3-16
DD = Dry Density
3 1/4" HSA 0' to 20' (AH),
DM 20' to 43 1/2'
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
15
118
24
104
Other
No WLA
SILTY GRAVEL, with Sand, brownish grey and
grey, moist (GM)
[BASE COURSE]
FILL, mostly Silty Gravel, with Sand, brownish
grey, moist, loose (GM)
[FILL]
1" = 7.5'
1 of 1
WLD
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
Pq (tsf)
= 4.0
Pq (tsf)
= 1.25
[GLACIAL TILL]
2
2
3
5
7
SS
2
2
3
5
8
SS
3
3
4
9
SS
10
SS
Pq (tsf)
= 0.5
27
[GLACIAL TILL]
32
2
2
3
LEAN CLAY, with lenses of Silt, brownish grey,
moist, medium (CL)
5
[LACUSTRINE]
45
401 (10/01)
Pq (tsf)
= 0.5
LEAN CLAY, with a little Gravel, brownish grey,
wet, medium (CL)
7
Pq (tsf)
= 1.0
23
102
Pq (tsf)
= 0.5
3
2
4
7
11
SS
Pq (tsf)
= 0.5
2
3
4
6
12
SS
Pq (tsf)
= 1.0
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
DRILLING NOTES
Started:
Depth
(ft)
4"
18"
6
3/18/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/18/16
Driller:
GB/BB
ASPHALT PAVEMENT
4
4
4
4
5
11
8
3
5
4
3
5
9
9
8
9
20
5
9
3
5
4
3
4
8
LEAN CLAY, with lenses of Silt, brown and
greyish brown, moist to wet, medium (CL)
DD = Dry Density
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
No WLA
LEAN CLAY, with Sand and a little Gravel,
reddish brown and light grey, moist, medium (CL)
[POSSIBLE FILL]
9
4
Boring No: 4-16
3 1/4" HSA 0' to 15' (AH),
DM 15' to 43 1/2'
Water
Level
Information
SILTY GRAVEL, with Sand, greyish brown, moist
(GM)
[BASE COURSE]
LEAN CLAY, with lenses of Silt, brown, light
brown and yellowish brown, moist, stiff to rather
stiff (CL)
[GLACIAL TILL]
17
1012
Method:
1" = 7.5'
1 of 1
Pq (tsf)
= 3.5
1
SS
2
3
SS
SS
4
SS
5
SS
6
SS
7
SS
8
SS
Pq (tsf)
= 0.75
9
SS
Pq (tsf)
= 0.75
10
SS
11
SS
Pq (tsf)
= 1.0
Pq (tsf)
= 4.0
Pq (tsf)
= 4.0
Pq (tsf)
= 4.5+
Pq (tsf)
= 2.0
Pq (tsf)
= 1.75
[GLACIAL TILL]
1812
2
2
3
5
LEAN CLAY, brown, wet, medium (CL)
WLD
[LACUSTRINE]
2
2
4
6
27
9
11
27
36
Note: Cobbles encountered from 28 1/2' to 31'.
greyish brown, moist, medium (CL)
32
2
3
4
Note: Cobbles encountered at 18 1/2'.
SANDY SILT, with Gravel, grey, moist to wet, very
stiff (ML)
[GLACIAL TILL]
6
[LACUSTRINE]
45
401 (10/01)
3
2
3
6
12
SS
Pq (tsf)
= 0.75
3
3
3
6
13
SS
Pq (tsf)
= 1.0
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
DRILLING NOTES
Started:
Depth
(ft)
8"
14"
3
412
13
45
401 (10/01)
3/16/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3
3
4
7
3
5
7
12
3
8
13
5
5
7
10
17
4
7
11
18
9
9
6
15
3/16/16
Driller:
GB/BB
ASPHALT PAVEMENT
Method:
1" = 7.5'
Boring No: 5-16
DD = Dry Density
3 1/4" HSA 0' to 15' (AH),
DM 15' to 43 1/2'
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
No WLA
SILTY SAND, with Gravel, dark brown, grey and
brown, moist (SM)
[BASE COURSE]
FILL, mostly Sandy Lean Clay, with lenses of Silt
and a little Gravel, brown and yellowish brown,
moist, medium (CL)
[FILL]
FILL, mostly Lean Clay, with Sand and Gravel,
brown and reddish brown, moist, rather stiff (CL)
[FILL]
1 of 1
Pq (tsf)
= 1.0
Pq (tsf)
= 2.0
Pq (tsf)
= 4.5+
Pq (tsf)
= 4.5
Pq (tsf)
= 4.5+
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
SS
8
SS
Pq (tsf)
= 0.5
Pq (tsf)
= 4.5
2,800
Pq (tsf)
= 1.5
3
2
3
2
2
3
5
4
3
5
9
9
SS
Pq (tsf)
= 0.75
3
3
3
6
10
SS
Pq (tsf)
= 0.5
3
2
3
6
11
SS
Pq (tsf)
= 0.75
2
2
3
5
12
SS
Pq (tsf)
= 0.75
2
2
3
5
13
SS
Pq (tsf)
= 0.5
6
LEAN CLAY, with Sand and lenses of Silt, brown
and reddish brown, moist, rather stiff (CL)
[GLACIAL TILL]
LEAN CLAY, brown and greyish brown, moist to
wet, medium (CL)
[LACUSTRINE]
WinLog v6.1.108
WLD
Other
15
110
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
DRILLING NOTES
Started:
Depth
(ft)
6"
17"
3
6
3/18/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
2
2
3
5
1
2
3
5
4
6
11
5
4
7
6
13
1012
6
10
4
9
19
3
4
8
17
3/18/16
Driller:
GB/BB
ASPHALT PAVEMENT
Method:
1" = 7.5'
Boring No: 6-16
DD = Dry Density
3 1/4" HSA 0' to 15' (AH),
DM 15' to 43 1/2'
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
No WLA
1
SS
2
SS
3
SS
4
5
SS
TWT
6
SS
SANDY LEAN CLAY, brown, moist, rather stiff
(CL)
[GLACIAL TILL]
7
SS
LEAN CLAY, with lenses of Silt and a little Sand,
brown, light brown and yellowish brown, moist,
rather stiff to medium (CL)
[GLACIAL TILL]
8
TWT
9
SS
10
TWT
SILTY GRAVEL, with Sand, grey, waterbearing
(GM)
[BASE COURSE]
FILL, mostly Lean Clay, with lenses of Silt, a little
Sand and Gravel, brown, dark brown, grey and
yellowish brown, moist, medium (CL)
[FILL]
LEAN CLAY, with lenses of Silt, brown and light
brown, moist, medium to rather stiff (CL)
[POSSIBLE FILL]
1 of 1
Other
Pq (tsf)
= 2.0
Pq (tsf)
= 2.25
Pq (tsf)
= 3.5
Pq (tsf)
= 3.5
Pq (tsf)
= 3.75
Pq (tsf)
= 1.75
20
111
3,100
LEAN CLAY, with lenses of Silt, greyish brown,
moist, medium (CL)
2
45
401 (10/01)
2
3
5
[LACUSTRINE]
Pq (tsf)
= 1.25
21
110
2,500
2
2
3
5
11
SS
Pq (tsf)
= 0.75
3
3
3
6
12
SS
Pq (tsf)
= 0.75
3
3
3
6
13
SS
Pq (tsf)
= 0.25
WLD
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
DRILLING NOTES
Started:
Depth
(ft)
6"
18"
3
5
6
13
3/16/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
2
2
3
5
2
6
3
9
2
6
9
3
4
7
9
16
4
6
10
16
3
5
3
3
GB/BB
ASPHALT PAVEMENT
Method:
DD = Dry Density
3 1/4" HSA 0' to 15' (AH),
DM 15' to 43 1/2'
Water
Level
Information
Sample
No. Type
No WLA
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
2
SS
3
SS
4
SS
FILL, mostly Lean Clay, with lenses of Silt and
pockets of Sand, brown, moist, medium (CL)
[FILL]
5
SS
6
SS
6
LEAN CLAY, with lenses of Silt, a little Sand and
Gravel, brown, wet to moist, medium (CL)
[GLACIAL TILL]
7
SS
7
LEAN CLAY, with lenses of Silt, brown, reddish
brown and light brownish grey, moist, rather stiff
(CL)
[GLACIAL TILL]
8
SS
Pq (tsf)
= 1.25
9
SS
Pq (tsf)
= 0.25
SILTY GRAVEL, with Sand, crushed Asphalt and
Cobbles, grey and black, moist (GM)
[BASE COURSE]
WLD
FILL, mostly Sandy Lean Clay, with a little Gravel,
brown and grey, wet to moist, medium (CL)
[FILL]
LEAN CLAY, greyish brown, moist, medium (CL)
22
Other
Pq (tsf)
= 1.5
Pq (tsf)
= 1.5
Pq (tsf)
= 4.5
SS
10
3
4
Driller:
Boring No: 7-16
1
5
4
3
3/16/16
1" = 7.5'
1 of 1
Pq (tsf)
= 4.5+
Pq (tsf)
= 4.25
Pq (tsf)
= 3.75
Pq (tsf)
= 1.75
[LACUSTRINE]
3
3
3
4
4
4
8
10
SS
Pq (tsf)
= 0.25
2
3
4
6
11
SS
Pq (tsf)
= 1.0
3
2
3
6
12
SS
Pq (tsf)
= 1.0
2
2
3
5
13
SS
Pq (tsf)
= 0.5
6
wet, medium (CL)
[LACUSTRINE]
45
401 (10/01)
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
DRILLING NOTES
Started:
Depth
(ft)
5"
15"
5
13
3/17/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
4
4
5
9
2
3
3
6
3
4
7
3
3
6
6
12
4
6
8
14
3
5
3
8
2
2
3
5
2
2
3
5
3/17/16
Driller:
GB/BB
ASPHALT PAVEMENT
SILTY GRAVEL, with Sand and Plant and Tree
Roots, grey and brown, moist (GM)
[BASE COURSE]
FILL, mostly Lean Clay, with lenses of Silty Sand
and Gravel, brown and dark brown, moist,
medium (CL)
[FILL]
LEAN CLAY, with lenses of Silt and Sand, brown
and light brown, moist, rather stiff to medium (CL)
[GLACIAL TILL]
LEAN CLAY, reddish brown and brown, moist,
medium (CL)
[GLACIAL TILL]
Method:
1" = 7.5'
3 1/4" HSA 0' to 15' (AH),
DM 15' to 43 1/2'
Water
Level
Information
No WLD
No WLA
Sample
No. Type
401 (10/01)
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
Pq (tsf)
= 3.75
Pq (tsf)
= 3.5
Pq (tsf)
= 2.0
Pq (tsf)
= 4.5
Pq (tsf)
= 4.5+
1
SS
2
SS
3
SS
4
SS
5
SS
6
SS
7
SS
8
SS
9
SS
Pq (tsf)
= 2.0
10
SS
Pq (tsf)
= 1.0
Pq (tsf)
= 4.5+
Pq (tsf)
= 0.5
22
109
1,900
Pq (tsf)
= 0.75
SILT, greyish brown, moist, stiff (ML)
11
18
10
3
3
3
6
4
3
4
8
11
SS
Pq (tsf)
= 0.5
3
2
3
6
12
SS
Pq (tsf)
= 1.25
5
3
3
8
13
SS
Pq (tsf)
= 1.25
21
27
45
Boring No: 8-16
DD = Dry Density
Note: Cobbles encountered from 21' to 22'.
22
1 of 1
[LACUSTRINE]
LEAN CLAY, greyish brown, moist, medium (CL)
[LACUSTRINE]
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
DRILLING NOTES
Started:
Depth
(ft)
6"
20"
6
3/19/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/19/16
Driller:
GB/BB
ASPHALT PAVEMENT
4
4
3
4
2
2
5
5
4
3
2
5
8
7
9
8
4
812
15
5
4
5
4
3
4
10
17
Method:
1" = 7.5'
3
3 1/4" HSA 0' to 15' (AH),
DM 15' to 43 1/2'
Water
Level
Information
Sample
No. Type
7
16
8
SILTY SAND, with Gravel, light brown and grey,
moist (SM)
[BASE COURSE]
401 (10/01)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
FILL, mostly Clayey Sand, with lenses of Silt and
Organic Clay, brown and dark brown, moist, loose
(SC)
[FILL]
SANDY LEAN CLAY, with traces of Organic Clay,
reddish brown, moist, soft (CL)
[POSSIBLE FILL]
LEAN CLAY, with lenses of Silt, Sand and a little
Gravel, reddish brown, moist, rather stiff (CL)
[GLACIAL TILL]
8
Pq (tsf)
= 3.5
Pq (tsf)
= 3.0
Pq (tsf)
= 2.0
Pq
(tsf)
= 1.25
1
SS
2
SS
3
4
SS
TWT
5
SS
6
SS
7
SS
Pq (tsf)
= 0.75
8
SS
Pq (tsf)
= 1.0
9
SS
Pq (tsf)
= 2.75
10
SS
Pq (tsf)
= 0.5
Pq (tsf)
= 3.5
Pq (tsf)
= 2.75
WLD
7
SAND, medium to fine grained, grey and brown,
waterbearing, medium dense (SP)
15
[OUTWASH]
45
W
(%)
No WLA
wet, medium (CL)
27
29
Boring No: 9-16
DD = Dry Density
[LACUSTRINE]
3
4
1 of 1
wet, medium (CL)
2
3
4
6
3
3
5
8
11
SS
Pq (tsf)
= 1.0
4
3
5
9
12
SS
Pq (tsf)
= 0.75
[LACUSTRINE]
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon
3T = 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
1" = 1.5'
1 of 1
Boring No: 10-16
DD = Dry Density
DRILLING NOTES
Started:
Depth
(ft)
3/17/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/17/16
Driller:
GB/BB
ASPHALT PAVEMENT
Method:
2 1/4" HSA 0' to 6' (AH)
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
Pq (tsf)
= 4.5
Org
=5.0%
No WLD
No WLA
6"
SILTY GRAVEL, with Sand, grey and brown,
moist (GM)
[BASE COURSE]
14"
FILL, mostly Lean Clay, and Organic Clay, with
lenses of Silt, dark brown and dark greyish brown,
moist, medium (CL, OL)
3
[FILL]
4
5
2
4
9
1
SS
16
3
LEAN CLAY, with lenses of Silt, reddish brown
and yellowish brown, moist, medium (CL)
[POSSIBLE FILL]
4
3
8
2
SS
Pq (tsf)
= 3.25
4
4
8
3
SS
Pq (tsf)
= 1.75
3
3
4
SS
Pq (tsf)
= 2.5
6
LEAN CLAY, with lenses of Silt and Sand, brown,
moist, medium (CL)
[GLACIAL TILL]
4
4
7
8
End of Boring at 8'
401 (10/01)
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon 3T
= 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
1" = 1.5'
1 of 1
Boring No: 11-16
DD = Dry Density
DRILLING NOTES
3/17/16
Started:
Depth
(ft)
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/17/16
Driller:
GB/BB
ASPHALT PAVEMENT
4.5"
Method:
2 1/4" HSA 0' to 6' (AH)
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
No WLD
No WLA
SILTY SAND, with Gravel, brown and grey, moist
(SM)
[BASE COURSE]
11.5"
3
FILL, mostly Lean Clay, with lenses of Silt, Sand
and a little Gravel, brown and reddish brown,
moist, soft to medium (CL)
2
[FILL]
2
2
4
2
3
5
Note: Cobbles encountered at 3 1/2'.
1
SS
Pq (tsf)
= 1.5
2
SS
Pq (tsf)
= 1.25
3
SS
4
SS
4
2
FILL, mostly Clayey Gravel, with Silt, Sand and
Cobbles, brown and reddish brown, moist, loose
(GC)
[FILL]
2
5
LEAN CLAY, with lenses of Sand, reddish brown
and yellowish brown, moist, medium (CL)
3
3
5
[POSSIBLE FILL]
6
reddish brown, moist, medium (CL)
4
4
[GLACIAL TILL]
5
6
9
Pq (tsf)
= 1.0
8
End of Boring at 8'
401 (10/01)
WinLog v6.1.108
Appleton
Green Bay
Madison
Wisconsin
TEST BORING LOG
Drilling Method:
FA = Flight Auger
DM = Drilling Mud
Project:
Location:
APPLETON, WISCONSIN
RVT File No:
N16-509
Page:
Scale:
GENERAL NOTES
Water Level Symbol:
WL = Water Level At
Hours
Sampling Method:
SS = Split Spoon
3T = 3" Shelby Tube
B = Bag Sample
P = Test Pit Sample
CR = Core Recovery
1" = 1.5'
1 of 1
Boring No: 12-16
DD = Dry Density
DRILLING NOTES
Started:
Depth
(ft)
3/19/16
Completed:
Blow Counts
0/6 6/12 Total
(N)
3/19/16
Driller:
GB/BB
ASPHALT PAVEMENT
5"
Method:
3 1/4" HSA 0' to 6' (AH)
Water
Level
Information
Sample
No. Type
W
(%)
Laboratory Tests
DD
LL
Qu
(pcf) PL
(psf)
Other
No WLD
No WLA
SILTY SAND, with Gravel, brown and grey, moist
(SM)
[BASE COURSE]
3
18"
FILL, mostly Sandy Lean Clay, with Gravel,
greyish brown and dark brown, moist, medium
(CL)
[FILL]
3
3
8
3
3
3
6
6
1
SS
2
SS
3
SS
4
SS
Pq (tsf)
= 2.0
Note: Seam of Silty Sand with Gravel
encountered between 3' and 4 1/2'.
3
4
5
10
7
6
LEAN CLAY, with lenses of Silty Sand and a little
Gravel, brown, moist, rather stiff (CL)
[GLACIAL TILL]
7
9
17
Pq (tsf)
= 4.5+
8
End of Boring at 8'
401 (10/01)
WinLog v6.1.108
Appendix C
Final Departmental
Space Program
OUTAGAMIE CO. DEPARTMENTAL SPACE PROGRAM
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
EFFECTIVE DATE: 6/09/2016
ID: W/PROJECTS/O0002/61600113/MEETINGS/MEETING PRE-WORK/16_0218 MEETING/Outagamie Co. Office Standards - Complete without GF table
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Register of Deeds
Sheriff's Department
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
OFFICE STANDARDS DO NOT APPLY - NO CHANGES TO DEPARTMENT
GENERAL GOVERNMENT:
Coroner:
Wulgaert, Ruth
1
Bartelt, Douglas
1
1.2.3.10
CORONER
150
150
225
158
158
CHIEF DEPUTY CORONER
0
0
0
0
0
X
Krueger, Kim
1
1.2.3.06C
ADMINISTRATIVE ASSISTANT / DEPUTY CORONER
50
48
48
48
48
X
(4 cubicles shared by 6 occupants (4x48) James, Les
1
1.2.3.06D
DEPUTY CORONER
0
192
192
192
192
4X
McGlin, Michelle
1
DEPUTY CORONER
0
0
0
0
0
Donner, Shelley
1
DEPUTY CORONER
0
0
0
0
0
Wichman, Chris
1
DEPUTY CORONER
0
0
0
0
0
Robbins, Deb
1
DEPUTY CORONER
0
0
0
0
0
Miller, Jon
1
DEPUTY CORONER
0
0
0
0
0
1.2.3.06C
CONFERENCE TABLE AREA WITH FILE CABINETS
220
220
220
220
220
1.2.3.06D
COUNTERTOP WITH CUPBOARDS & SINK
100
100
100
100
100
STORAGE ROOM
120
120
120
80
80
DNSF SUBTOTALS
640
830
905
798
798
GROSSING FACTOR
1.35
1.35
1.22
1.22
1.22
DEPARTMENT TOTAL GSF
864
1,121
1,104
976
976
Venture Proposed - Venture Existing:
830
-
640
=
190
NSF
McMAHON Proposed - McMAHON Existing:
798
-
798
=
0
NSF
1.2.3.07
CORONER SUB-TOTALS
9
Custom
Percent of 2030 Projected Needs =
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Courts
County Executive
Zoning
Financial
Human Resources
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
X
Guidote, Jr., Joseph
1
1.3.5.01
CORPORATION COUNSEL
300
300
300
305
305
Taylor, Patrick
1
1.3.5.02
ASSISTANT CORPORATION COUNSEL
160
150
150
163
163
X
Janssen Aaron
1
1.3.5.07
170
150
150
180
180
X
FUTURE 2025
0
0
150
150
0
0
X
Meulemans, Rebecca
1
1.3.5.09
PARALEGAL
180
120
120
178
178
X
Hurst, Lorri
1
1.3.5.05A
PARALEGAL
170
120
120
180
180
X
Lind, Stephanie
1
1.3.5.06
LEGAL SECRETARY
150
64
64
153
153
X
VACANT
1
1.3.5.08
LAW CLERK
60
64
64
133
133
X
1.3.5.05B
WAITING ROOM
150
150
150
160
160
1.3.5.04
CONFERENCE ROOM (8 occupants)
170
170
150
168
168
1.3.5.03
FILES
100
100
100
100
100
DNSF SUBTOTALS
1,610
1,538
1,518
1,720
1,720
GROSSING FACTOR
1.35
1.35
1.18
1.18
1.18
2,174
2,076
1,791
2,031
2,031
1,538
-
1,610
=
-72
NSF
1,720
-
1,720
=
0
NSF
7
Custom
Corporation Counsel:
CORPORATION COUNSEL SUB-TOTALS
48 sf
Page 2
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
County Board (Legislative Services)
Register of Deeds
Treasurer
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
X
O'Bright, Lori
1
1.2.2.03
COUNTY CLERK
171
180
225
188
188
Hickey, Sara
1
1.2.2.02
DEPUTY COUNTY CLERK
143
150
150
147
147
OPEN Gitter, Lynette
1
1.2.2.07
CLERK STENO IV (Customer Interaction)
96
64
64
97
97
X
CLERICAL STENOGRAPHER
0
128
64
0
0
X
Level 1 (Ballot & City Records Storage)
1.1.2.01
FILE ROOM
1012
1012
1012
528
528
1.2.2.01
X
WAITING / LOBBY
224
224
224
217
217
Level 2
MAIN FLOOR COPY AREA
254
254
254
254
254
Level 2
MAIN FLOOR FILE
175
175
175
175
175
0
120
0
0
0
DNSF SUBTOTALS
2,075
2,307
2,168
1,606
1,606
GROSSING FACTOR
1.35
1.35
1.14
1.14
1.14
2,801
3,114
2,472
1,831
1,831
2,307
-
2,075
=
232
NSF
1,606
-
1,606
=
0
NSF
LICENSING CONFERENCE ROOM (meeting #3 needs to be shared)
FUTURE
COUNTY CLERK SUB-TOTALS
3
Custom
County Clerk:
OPEN FUTURE
48 sf
Page 3
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Financial
Human Resources
Corporation Counsel
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
Nelson, Thomas
1
1.4.1.26
COUNTY EXECUTIVE (meeting room and office)
425
425
300
421
421
Moser, Craig
1
1.4.4.24
DEPUTY EXECUTIVE ADMINISTRATOR
144
150
150
162
162
Abitz, Larry
1
1.4.1.25
ADMINISTRATIVE & COMMUNICATIONS ASSISTANT
80
96
64
80
64
FUTURE
1
INTERN WORKSTATION
0
48
48
0
16
See Shared Space Sheet
COUNTY EXECUTIVE SUB-TOTALS
4
X
X
X
RECEPTION AREA
200
200
200
200
200
1.4.1.27
COPY / WORK ROOM
100
100
100
112
112
1.4.1.16
LUNCH / BREAK ROOM
168
168
0
0
0
1.4.1.25B
SUPPLY CABINET / COFFEE AREA
168
168
168
0
0
DNSF SUBTOTALS
1,285
1,355
1,030
975
975
GROSSING FACTOR
1.35
1.35
1.33
1.33
1.33
1,735
1,829
1,370
1,296
1,296
1,355
-
1,285
=
70
NSF
975
-
975
=
0
NSF
1.4.4.25A
Custom
County Executive:
Shared with Human Resources & Finance
48 sf
Page 4
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
County Executive
Human Resources
Corporation Counsel
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
X
Massey, Brian (Private Office)
1
1.4.1.03
FINANCE DIRECTOR
168
300
225
183
183
Beauchamp, Julie, (Private Office)
1
1.4.1.07
CONTROLLER
144
120
120
139
139
X
Schoultz, Nicole, (Private Office)
1
1.4.1.08
PURCHASING COORDINATOR
144
120
120
142
142
X
Krahn, Tammy (Private Office)
1
1.4.1.02
RISK MANAGER
128
120
120
146
146
X
Leeman, Lisa (Cubicle-Part Time)
1
1.4.1.09
ACCOUNT CLERK
64
64
64
64
64
X
Treml, Jane (Cubicle)
1
1.4.1.09
ACCOUNT CLERK / RECEPTIONIST
64
64
64
64
64
X
Jensen, Dan (Cubicle)
1
1.4.1.05
ACCOUNTING
64
64
64
64
64
X
VACANT (Cubicle)
1
1.4.1.06
ACCOUNTING
64
64
64
64
64
X
VACANT (Cubicle)
1
1.4.1.06
BUYER
64
64
64
64
64
X
Shatters, Tina (Cubicle)
1
1.4.1.06
PAYROLL
64
64
64
64
64
X
O'Brien, Colleen (Cubicle)
1
1.4.1.06
PAYROLL / ACCOUNTING
64
64
64
64
64
Millard, Lisa (Private Office)
1
1.4.1.14
PAYROLL COORDINATOR
100
120
100
87
87
VACANT (Cubicle)
1
1.4.1.06
VACANT DESK
64
64
64
64
64
1.4.1.06
COPIER AREA
25
25
25
25
25
X
X
X
1.4.1.06
SCANNING STATION
64
64
64
64
64
Open Area. Annual Cleaning.
1.4.1.06
FILE STORAGE AREA
50
50
50
50
50
SHARED with County Executive and Human Resources
1.4.1.16
LUNCH / BREAK ROOM
0
0
0
0
0
COPY / WORK ROOM
0
0
0
0
0
RECEPTION AREA
0
0
0
0
0
DNSF SUBTOTALS
1,335
1,431
1,336
1,348
1,348
GROSSING FACTOR
1.35
1.35
2.01
2.01
2.01
1,802
1,932
2,685
2,711
2,711
1,431
-
1,335
=
96
NSF
1,348
-
1,348
=
0
NSF
FINANCIAL SERVICES SUB-TOTALS
1.4.1.21
13
Custom
Financial Services:
48 sf
Page 5
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
County Executive
Finance
Corporation Counsel
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
X
Lux, Lisa (Private Office)
1
1.4.1.22
DIRECTOR
288
300
225
291
291
Hesse, Kariann (Private Office)
1
1.4.1.15
EMPLOYEE BENEFITS SPECIALIST
160
150
120
172
172
X
Golden, Cindy (Private Office)
1
1.4.1.14
HUMAN RESOURCES GENERALIST
144
150
120
140
140
X
Gerrits, Yolanda (Private Office)
1
1.4.1.10
LEARNING & DVPT SPECIALIST
192
150
120
210
210
X
Gatien, Janet (Private Office)
1
1.4.1.13
HUMAN RESOURCES GENERALIST
120
120
120
129
129
X
Gosz, Monica (Cubicle-part time)
1
1.4.1.21
HUMAN RESOURCES ASSISTANT
64
192
64
64
64
X
Huelsbeck, Ann (Cubicle)
1
1.4.1.21
HUMAN RESOURCES ASSISTANT
80
64
64
80
80
X
Mogensen, Kari
1
1.4.1.11
HUMAN RESOURCES COORDINATOR
0
0
64
92
92
X
1.4.1.19
TRAINING ROOM / CONFERENCE ROOM #5 (20 occupants)
240
240
0
0
0
1.4.1.23
COPY / WORK ROOM
0
0
0
80
80
FILE AREA (place in file room below)
96
96
0
96
96
216
216
216
208
208
0
Badging / Testing Area - Includes File
1.4.1.20
FILE ROOM
SHARED with Finance & County Executive
1.4.1.16
LUNCH / BREAK ROOM
0
0
0
0
SHARED with Finance & County Executive
1.4.1.21
RECEPTION AREA
0
0
0
0
0
STORAGE CLOSET
64
64
64
64
64
DNSF SUBTOTALS
1,664
1,742
1,177
1,626
1,626
GROSSING FACTOR
1.35
1.35
1.57
1.57
1.57
2,246
2,352
1,848
2,551
2,551
1,742
-
1,664
=
78
NSF
1,626
-
1,626
=
0
NSF
HUMAN RESOURCES SUB-TOTALS
8
Custom
Human Resources:
(See Shared Space Sheet)
48 sf
Page 6
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
None Noted
Legislative Services/County
Bd.
X
Nagler, Helen (Private Office)
1
1.2.4.09
COUNTY BOARD CHAIR
300
300
300
307
307
Janseen, Jolene (Private Office)
1
1.2.4.08
LEGISLATIVE MANAGER
144
120
150
154
154
Ciske, Kathy (Cubicle)
1
1.2.4.06
LEGISLATIVE SPECIALIST I
90
64
100
90
90
X
Diehl, Sue (Cubicle)
1
1.2.4.05
LEGISLATIVE SPECIALIST II
90
64
100
90
90
X
LOBBYIST
0
0
0
0
0
Wadium, Mark
LEGISLATIVE SERVICES SUB-TOTALS
4
X
1.2.4.03
COUNTY BOARD CONFERENCE ROOM
252
252
256
256
256
1.2.4.02
COUNTY BOARD ROOM
2330
2330
2309
2309
2309
1.2.4.04
MAILROOM
120
120
120
96
96
1.2.4.10
FILES
224
224
177
177
177
1.2.4.11
CLOSET
0
0
17
17
17
DNSF SUBTOTALS
3,550
3,474
3,529
3,496
3,496
GROSSING FACTOR
1.35
1.35
1.28
1.28
1.28
4,793
4,690
4,517
4,483
4,483
3,474
-
3,550
=
-76
NSF
3,496
-
3,496
=
0
NSF
Page 7
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
Maintenance
FOLLOW OFFICE STANDARDS
Management Information
Services (MIS):
X
DIRECTOR
204
300
225
204
225
GENERAL SERVICES OPERATOR (MAIL/PRINTING)
121
120
64
121
64
X
3.1.1.07
MANAGEMENT INFORMATION SERVICES COORDINATOR
72
64
64
72
64
X
1
3.1.1.08
72
64
64
72
64
X
Osterman, Melanie (Cubicle)
1
3.1.1.08
72
64
64
72
64
X
Polakowski, Shane (Cubicle)
1
3.1.1.08
72
64
64
72
64
X
Withall, Rick (Cubicle)
1
3.1.1.07
72
64
64
72
64
X
Dachelet, Steve (Cubicle)
1
3.1.1.08
72
64
64
72
64
X
Griffith, Jason (Cubicle)
1
3.1.1.08
72
64
64
72
64
X
FUTURE (Cubicle)
0
0
64
64
0
0
Herron, Denise (Private Office)
1
NETWORK ADMINISTRATOR
140
150
150
140
150
X
Network Admin (Private Office)
1
140
150
150
140
150
X
FUTURE (Private Office)
1
0
150
150
0
150
X
Stedjee, Amy (Private Office)
1
3.1.1.15
PROGRAMMER
112
120
120
134
120
Buman, Melissa (Private Office)
1
3.1.1.26
RECORDS MANAGEMENT / ADMINISTRATIVE SERVICES SUPERVISOR
125
120
120
120
120
Tanglin, Tim (Private Office)
1
3.1.1.18
TELECOMMUNICATIONS COORDINATOR
192
150
150
192
150
X
Schreiber, Richard (Private Office)
1
3.1.1.17
TELECOMMUNICATIONS TECHNICIAN
72
64
64
59
150
X
VACANT (Private Office)
1
TECHNICAL MANAGER
140
150
150
140
150
X
Bowman, Gail (Cubicle)
1
REPROGRAPHICS OPERATOR (MAIL/PRINTING)
64
64
64
64
64
VACANT (Cubicle)
1
REPROGRAPHICS OPERATOR (MAIL/PRINTING)
60
64
0
60
0
Consultant (Private Office)
1
OUTSIDE VENDOR
112
120
120
112
120
Student (Works in Warehouse Space)
1
STUDENT
0
0
64
0
64
240
160
200
228
200
Vandennacker, Julie (Private Office)
1
Wendt, Verna (Cubicle)
1
Biese, Amy (Cubicle)
1
Peronto, Kent (Cubicle)
Prefer in future that these are TWO separate areas
3.1.1.26
3.1.1.08
3.1.1.20
3.1.1.16
FUTURE (shared)
COMBINED??
3.1.1.30
(See Shared Spaces Sheet) 12 Students and 1 Teacher
Main Area and Storage Room
Store Full cases of stock paper
3.1.1.03
BREAK ROOM / CONFERENCE ROOM
COMPUTER ROOM
0
0
0
0
0
CONFERENCE ROOM
0
200
0
0
0
HELP DESK "OFFICE" NEAR HELP DESK AREA
0
192
0
0
0
HELP DESK RECEPTION AREA
336
336
0
336
0
RECEPTION AREA
160
160
160
178
160
MAIL PROCESSING AREA
264
264
264
264
264
MAIL SORTING / MAIL SLOTS AND COUNTER AREA
359
359
359
359
359
MIS TRAINING ROOM / MEETING ROOM #7
432
432
0
0
0
MIS WAREHOUSE
996
996
996
1101
996
OFFICE SUPPLIES AREA
96
96
96
96
96
PAPER STORAGE ROOM
875
875
875
875
875
Page 8
X
X
X
X
X
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
500 sf
300 sf
Cap. 14+
Judges
ADJACENCIES:
main area
PRINT AREA NO. 1
540
540
540
540
540
Finishing Equipment Room / Sink
PRINT AREA NO. 2
173
173
173
173
173
Hallway Paper Storage
PRINT AREA NO. 3
136
136
136
136
136
Finishing Equipment - Additional
PRINT AREA NO. 4
150
150
150
150
150
RECORDS CENTER ROOM NO. 1
1550
1550
0
0
0
RECORDS CENTER ROOM NO. 2
2465
2465
0
0
0
RECORDS CENTER ROOM NO. 3A
300
300
0
0
0
RECORDS CENTER ROOM NO. 3B
234
234
0
0
0
REPROGRAPHICS WORK STATION
25
25
0
0
0
SCANNING PREP AREA
132
132
25
132
132
11,449
12,009
6,077
6,558
6,206
1.35
1.35
1.39
1.39
1.39
15,456
16,212
8,447
9,116
8,626
12,009
-
11,449
=
560
NSF
6,206
-
6,558
=
-352
NSF
MANAGEMENT INFORMAION SERVICES SUB-TOTALS
21
DNSF SUBTOTALS
GROSSING FACTOR
Page 9
-63%
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Management Information Services
Sheriff
Register of Deeds
Treasurer
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
Planning:
X
Kara (Private Office)
1
1.3.3.12
PLANNING DIRECTOR
169
300
225
168
168
Johnson, Dave (Private Office)
1
1.3.3.07
ASSISTANT PLANNING DIRECTOR
121
150
64
121
121
X
Bastian, Brad (Private Office)
1
1.3.3.17
GIS COORDINATOR
116
120
64
120
120
X
Meulemans, Traci (Private Office)
1
1.3.3.03
GIS SPECIALIST
121
240
64
140
140
X
Behling, Luke (Private Office)
1
1.3.3.16
GIS SYSTEMS ADMINISTRATOR
110
120
64
111
111
X
FUTURE 2030
0
0
120
0
0
0
Intern (Private Office)
1
1.3.3.15
INTERN / LTE
88
120
100
93
93
Ljong, Mia
1
1.3.3.14
ADMINISTRATIVE ASSISTANT
120
64
64
141
141
GIS STAFF
X
X
1.3.3.04
STORAGE / CONFERENCE
0
0
120
147
147
SHARED with Zoning
1.3.3.09
LOBBY / WAITING / FILING AREA
200
200
200
200
200
SHARED with Zoning
1.3.3.08
PRINT ROOM
119
119
120
123
123
SHARED with Zoning
1.3.3.20
STORAGE / BREAK ROOM / CONFERENCE ROOM
124
124
0
0
0
DNSF SUBTOTALS
1,288
1,677
1,085
1,364
1,364
GROSSING FACTOR
1.35
1.35
1.65
1.65
1.65
1,739
2,264
1,790
2,257
2,257
1,677
-
1,288
=
389
NSF
1,364
-
1,364
=
0
NSF
PLANNING SUB-TOTALS
7
Page 10
0%
X
X
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Treasurer
County Clerk
Coroner
Probate (Death Certificates)
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Register of Deeds:
X
VanCamp, Sara (Private Office)
1
REGISTER
114
300
225
122
122
Strohmeyre, Natalie (Cubicle)
1
DEPUTY REGISTER
45
64
64
45
45
X
Lison, Terri (Cubicle)
1
JUNIOR DEPUTY REGISTER
56
64
64
56
56
X
Hammen, Mary (Cubicle)
1
LEAD CHAIN OF TITLE RECORDER
45
64
64
45
45
X
Keehn, Mary (Cubicle)
1
ASSISTANT CHAIN OF TITLE RECORDER
51
64
64
51
51
X
Lehr, Terry (Cubicle)
1
ACCOUNTANT
54
64
64
54
54
X
Novak, Linda (Cubicle)
1
CLERK TYPIST III
48
48
48
48
48
X
Romensesko, Sandy (Cubicle)
1
CLERK TYPIST III
53
48
48
53
53
X
Roehrborn, Sue (Cubicle)
1
CLERK TYPIST III
53
48
48
53
53
X
ABSTRACTOR'S BOOKS / WORK AREA
611
700
700
611
611
RECEIPTING STATION
45
45
48
45
45
X
SCANNING STATION
46
45
48
46
46
X
CONFERENCE ROOM
0
200
0
0
0
FUTURE (shared)
HHS Level 1
REGISTER OF DEEDS SUB-TOTALS
9
Custom
SUPPLY CLOSET
64
64
64
64
64
STORAGE ROOM
540
540
540
540
540
DNSF SUBTOTALS
1,825
2,358
2,089
1,833
1,833
GROSSING FACTOR
1.35
1.35
1.70
1.70
1.70
2,464
3,183
3,551
3,112
3,112
2,358
-
1,825
=
533
NSF
1,833
-
1,833
=
0
NSF
Page 11
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Register of Deeds
Planning
Zoning
Finance
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Treasurer:
X
Mumford, Dina (Private Office)
1
1.2.1.07
TREASURER
113
300
225
114
114
Drewa, Leah (Cubicle)
1
1.2.1.05
DEPUTY TREASURER
58
64
64
58
58
X
Schultz, Scott (Cubicle)
1
1.2.1.05
PROPERTY LISITNG SPECIALIST
75
64
64
75
75
X
Barrette, Ryan (Cubicle)
1
1.2.1.05
PROPERTY LISTER
73
64
64
73
73
X
Bartels, Pat (Cubicle)
1
1.2.1.05
ACCOUNT CLERK II
75
64
64
75
75
X
Behrendt, Darleen (Cubicle)
1
1.2.1.05
ACCOUNT CLERK II
69
64
64
69
69
X
1.2.1.05
COPIER AREA
96
96
96
96
96
1.2.1.01
FRONT COUNTER ROOM
181
181
181
181
181
1.2.1.06
MEETING ROOM (6 TO 8 PEOPLE)
166
166
166
161
161
PAYROLL ROOM
107
107
107
107
107
SPARE WORKSTATION AREA
46
46
46
46
46
DNSF SUBTOTALS
1,059
1,216
1,141
1,055
1,055
GROSSING FACTOR
1.35
1.35
1.95
1.95
1.95
1,430
1,642
2,245
2,060
2,060
1,216
-
1,059
=
157
NSF
1,055
-
1,055
=
0
NSF
Downstairs
1.2.1.05
TREASURER SUB-TOTALS
6
Custom
Page 12
0%
X
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
Register of Deeds
Veteran's Services:
X
LiDonne, Jon (Private Office)
1
104
VETERANS SERVICE OFFICER
193
150
225
191
225
Ley, Lisa (Private Office)
1
105
DEPUTY VETERANS SERVICE OFFICER
118
120
120
120
120
X
George, Jean (Private Office)
1
106
VETERAN BENEFITS SPECIALIST
121
120
120
120
120
X
Holst, Dan (Private Office)
1
103
132
120
120
132
120
X
0
120
0
0
0
FUTURE 2030
X
adjacent to Int. Room/Miller, Barbara (Cubicle-half time)
1
102
VETERAN BENEFITS SPECIALIST / RECEPTIONIST
238
64
64
64
64
Hall, Karen (Private Office)
1
107
PROGRAM ASSISTANT
129
120
120
126
120
X
Come to Meet the Clients
1
102
X
Currently Shared with CJTS
Currently in Corridor
VA CONTRACTORS
120
120
120
64
120
8
BREAKROOM
200
0
0
108
0
108
WORK AREA
200
240
200
64
200
WAITING AREA (5-6 chairs)
230
160
120
64
120
(Combine with VA Contractors) FUTURE
CLIENT SELF HELP TERMINALS
0
120
0
0
0
(Combine with VA Contractors) FUTURE
INTERVIEW OFFICE
0
120
0
0
0
COPIER ROOM (Combine with work area)
140
0
0
0
0
STORAGE (Combine with work area)
80
80
0
0
0
DNSF SUBTOTALS
1,901
1,654
1,209
1,053
1,209
GROSSING FACTOR
1.35
1.35
1.22
1.18
1.22
2,566
2,233
1,475
1,243
1,475
1,654
-
1,901
=
-247
NSF
1,209
-
1,053
=
156
NSF
OFFICE SUPPLIES, PAPER , ENVELOPES
VETERAN'S SERVICES SUB-TOTALS
7
Page 13
-63%
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Corporation Counsel
Treasurer
Register of Deeds
Planning
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
Roach, Tim
1
1.3.3.21
ZONING ADMINISTRATOR
180
300
225
188
188
Swanson, Steve
1
1.3.3.13
DEPUTY ZONING ADMINISTRATOR
173
150
150
212
212
ZONING STORM WATER ENGINEER
0
120
0
0
0
X
X
Roll, Lesley
1
1.3.3.06
SANITARY INSPECTOR
117
120
64
116
116
X
Depies, Doug
1
1.3.3.19
SANITARY INSPECTOR
116
150
64
126
126
X
Scherer, Patricia
1
1.3.3.11
100
120
64
132
132
X
1.3.3.10
SURVEYOR ROOM
120
120
120
125
125
1.3.3.10
SURVEYOR ROOM
16
16
0
0
0
COMMON USE TERMINAL
4
4
4
4
4
ELECTRONIC STORAGE
0
120
0
0
0
0
Shared with Planning. See Planning.
1.3.3.09
LOBBY / WAITING / FILING AREA
0
0
0
0
1.3.3.08
PRINT ROOM
0
0
0
0
0
1.3.3.20
STORAGE / BREAK ROOM / CONFERENCE ROOM
0
0
125
125
125
DNSF SUBTOTALS
826
1,220
816
1,028
1,028
GROSSING FACTOR
1.35
1.35
1.33
1.33
1.33
1,115
1,647
1,085
1,364
1,364
1,220
-
826
=
394
NSF
1,028
-
1,028
=
0
NSF
ZONING SUB-TOTALS
5
Custom
Zoning:
0
48 sf
Page 14
0%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
500 sf
300 sf
Cap. 14+
Judges
ADJACENCIES:
OVERALL COUNTY:
Shared Spaces:
Planning / Zoning
HHS Admin
County Clerk
HHS Admin
(Noted in HR)HR
FINANCE
MLS
150 OCC/Divisible
HHS -CYF
HHS -CYF
HHS -CYF
1.3.4.02
1.3.1.02
1.2.2.09
1.3.2.05
1.4.1.19
1.4.1.06
3.1.1.03
2.2.2.21
1.4.1.16
2.1.0.17
2.1.0.08
2.1.0.16
2.1.0.15
2.1.0.03
HHS SHARED SPACES SUB-TOTALS
MEETING ROOM NO. 1 (open shared) w/closet/kitchenette
0
0
225
759
759
MEETING ROOM NO. 2
240
240
300
334
334
MEETING ROOM NO. 3 (open shared)
340
340
300
348
348
MEETING ROOM NO. 4 (open shared)
336
350
300
244
244
MEETING ROOM NO. 5
0
0
200
257
240
MEETING ROOM NO. 6
0
0
300
254
254
MEETING ROOM NO. 7
0
0
0
416
416
MEETING / CONFERENCE ROOM NO. 9
0
3000
3000
0
3000
MEETING
0
400
0
0
0
MEETING
0
200
0
0
0
MEETING
0
200
0
0
0
BREAKROOM 1 (shared by HHS, Public Health, HHS-Mental Health & HHS-Admin)
0
0
1
112
400
BREAKROOM 2 (shared by CYS & Courts)
46
100
100
46
100
BREAKROOM 3 (shared by HHS-ARDC)
0
0
200
0
200
BREAKROOM 4 (shared by HHS-Economic Support & HHS-Child Support)
0
0
0
166
400
BREAKROOM 5 (CC, HR, FIN)
0
0
0
161
161
FIRST FLOOR LOBBY/SECURITY STATION/CIRCULATION
0
0
0
10,000
SECOND FLOOR LOBBY CORRIDOR
0
0
0
10,000
MECH AIR HANDLER ADDITION
0
0
0
0
6,000
RECORDS
0
0
0
2398
2398
RECORDS
0
0
0
1499
1499
HHS RECORD STORAGE
0
0
0
241
241
HHS RECORD STORAGE
0
0
0
292
292
HHS RECORD STORAGE
0
0
0
128
128
DNSF SUBTOTALS
962
4,830
4,926
7,655
37,414
GROSSING FACTOR
1.35
1.35
1.25
1.25
1.25
1,299
6,521
6,158
9,569
46,767
4,830
-
962
=
3,868
NSF
37,414
-
7,655
=
29,759
NSF
Page 15
769%
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
Corporation Counsel
Human Resources
County Executive (Several times daily)
HHS - Fiscal Division
HHS - System Support (Kathy)
64 sf
Finance Department (Important for Fiscal Division)
HHS - Program Division
HEALTH & HUMAN SERVICES:
HHS - Administration:
Davis, Rosemary (Private Office)
1
1.3.1.09
DIRECTOR
221
300
225
238
225
X
Rathman, John (Private Office)
1
1.3.1.12
DEPUTY DIRECTOR
266
300
225
288
225
X
Dehart, Denise (Private Office)
1
3.4.7.14
MANAGEMENT INFORMATION SYSTEMS COORDINATOR
98
100
100
96
100
Nelson, Tamra (Private Office)
1
3.4.7.13
MANAGEMENT INFORMATION SYSTEMS COORDINATOR
103
100
100
102
100
Rasmussen, Linda and Administration Files (four 5-drawer laterals)
1
1.3.1.06
MANAGEMENT ASSISTANT
261
200
150
266
150
X
Heitpas, Colleen (Private Office)
1
1.3.2.01
SYSTEM SUPPORT SUPERVISOR
180
200
150
180
150
X
FUTURE 2017/2020
1
TECHNOLOGY COORDINATOR SUPERVISOR
98
200
100
0
100
X
Herrick, Jenni (Private Office)
1
OFFICE SUPERVISOR
145
200
150
139
150
X
FUTURE 2020 (Private Office)
1
OFFICE SUPERVISOR
98
200
150
0
150
X
1
OFFICE SUPERVISOR
98
0
150
0
150
X
Hohn, LaVonne (Cubicle)
1
CLERK TYPIST III
235
64
64
147
64
1
0
0
100
0
100
X
Smith, Laura (Private Office)
1
1.3.2.03
145
100
100
148
100
X
Milke, Karen (Private Office)
1
1.3.2.02
140
100
100
144
100
X
3.4.7.10
FILES
100
100
100
106
100
WAITING ROOM
100
100
100
89
100
STORAGE CLOSET (combine storage)
28
0
0
28
0
78
500
600
78
600
126
0
0
118
0
STORAGE SHELVES (combine storage)
28
0
0
28
0
1.3.1.05
WORK ROOM
120
160
120
128
120
SEE SHARED SPACE SHEET
1.3.1.02
CONFERENCE ROOM #2
216
350
0
0
0
FUTURE
1.3.1.01
KITCHENETTE (catered)
0
100
100
0
100
North Buidling Level 4
FURNITURE STORAGE
0
0
0
0
0
Not Desirable old Humane Society. CONFIRM??
FURNITURE STORAGE
0
0
0
0
0
MAINTENANCE HALLWAY STORAGE
18
0
0
0
0
CONFERENCE ROOM #4
0
0
0
0
0
DNSF SUBTOTALS
2,902
3,374
2,884
2,323
2,884
GROSSING FACTOR
1.35
1.35
1.353
1.32
1.353
3,918
4,555
3,902
3,060
3,902
3,374
-
2,902
=
472
NSF
2,884
-
2,323
=
561
NSF
1.3.2.04
1.3.1.07
`
North Building Level 4
1.3.1.11
North Buidling Level 4
SEE SHARED SPACE SHEET
HHS - ADMINISTRATION SUB-TOTALS
1.3.2.06
14
Page 16
119%
X
X
X
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
HHS - Economic Support Division
HHS - Mental Health Division (Including Children's CCS staff & Crisis)
Corporation Council
Courts
Veteran's Service Office
Register in Probate
HHS - Children, Youth, & Families Division
64 sf
HHS - ALTS / ADRC:
X
Stratton, Tom
1
1.1.5.03
DEPARTMENT MANAGER
144
200
225
148
225
Elias Planner, Bonne (Private Office)
1
3.2.7.11
ADRC SUPERVISOR
85
120
120
86
120
Malone, Gayle (Other)
1
3.2.7.12
ADRC ASSISTANT
84
100
100
85
100
X
Kriplean, Luanne (Other)
1
3.2.7.12
ADRC ASSISTANT
84
100
100
86
100
X
FUTURE 2020
1
ADRC ASSISTANT
0
100
100
0
100
X
FUTURE 2020
1
ADRC ASSISTANT
0
100
100
0
100
X
Hurley, Megan (Open Office)
Fenske, Brianna (Open Office)
1
1
3.4.7.19
3.4.7.19
Granger, Maureen (Open Office)
1
3.4.7.19
CLERICAL
CLERICAL
CLERICAL
64
64
64
64
64
64
64
64
64
64
64
64
64
64
64
X
X
X
Hoh, Toni (Open Office)
1
3.4.7.19
CLERICAL
64
64
64
64
64
X
Kilsdonk, Lisa (Open Office)
1
3.4.7.19
CLERICAL
64
64
64
64
64
X
FUTURE 2020 (Open Office)
1
CLERICAL
64
64
64
64
64
Smith, Nicole (Private Office)
1
3.4.7.09
COMMUNITY REINTEGRATION SPECIALIST (CRS)
100
100
100
108
100
X
X
X
VACANT
1
1.1.5.08
COMMUNITY SUPPORT SPECIALIST SUPERVISOR
98
100
120
100
120
X
Bolender, Leigh (Private Office)
1
3.4.7.22
COMMUNITY SUPPORT SPECIALIST
98
100
100
95
100
X
Brandt, Linda (Cubicle)
1
1.1.5.01
80
100
100
80
100
X
Gretzinger, Brenda (Private Office)
1
1.1.5.04
144
100
100
148
100
X
Kinnard, Sue (Cubicle)
1
1.1.5.06
110
100
100
121
100
X
Reed-Seversen, Lorna
1
1.1.5.06
96
100
100
12
100
X
Underwood, Lisa
1
1.1.5.08
88
100
100
59
100
X
FUTURE 2020
1
DEMENTIA CARE SPECIALIST
0
100
100
0
100
X
FUTURE 2020
Rismeyer, Sara (Private Office)
1
1
LONG TERM CARE SPECIALIST
0
100
100
0
100
3.2.7.08
DISABILITY BENEFIT SPECIALIST
85
120
120
85
120
X
McBride, Sandra (Private Office)
1
3.2.7.05
90
120
120
112
120
X
Thao, Xia (Private Office)
1
3.2.7.04
119
120
120
117
120
X
Pierson, Nan (Private Office)
1
3.2.7.07
ELDER BENEFIT SPECIALIST
184
120
120
185
120
X
Korth, Sara (Private Office)
1
3.2.7.09
90
120
120
90
120
X
FUTURE 2020
1
0
120
120
0
120
X
FUTURE 2030
0
0
120
0
0
0
Sterner, Karla
1
FOOD TRANSPORTER
0
0
0
0
0
Keller, Judy
1
FOOD TRANSPORTER
0
0
0
0
0
Glasheen, Barbara
1
FOOD TRANSPORTER
0
0
0
0
0
DeRuyter, Sharon
1
FOOD TRANSPORTER
0
0
0
0
0
Fleming, Steve
1
FOOD TRANSPORTER
0
0
0
0
0
VACANT
1
FOOD TRANSPORTER
0
0
0
0
0
Matthies, Ken
1
HOME HANDY PERSON
0
0
0
0
0
Ziegelbauer, James
1
HOME HANDY PERSON
0
0
0
0
0
Broeske, Betty
1
HOME MAKER AIDE
0
0
0
0
0
Scharenborch, Terri
1
HOME MAKER AIDE
0
0
0
0
0
Bayer, Mary
1
HOME MAKER AIDE
0
0
0
0
0
Gerritts, Terri
1
HOME MAKER AIDE
0
0
0
0
0
Hungerford, Debra
1
HOME MAKER AIDE
0
0
0
0
0
Seebruch, Laurie
1
HOME MAKER AIDE
0
0
0
0
0
Velie, Amy
1
HOME MAKER AIDE
0
0
0
0
0
Cloutier, Tammy
1
HOME MAKER AIDE
0
0
0
0
0
Monti, Renee
1
HOME MAKER AIDE
0
0
0
0
0
I & A Intake
1
I & A INTAKE (Information and Assistance)
90
120
120
90
120
X
FUTURE 2020
1
I & A INTAKE
0
120
120
0
120
X
FUTURE 2020
1
I & A INTAKE
0
120
120
0
120
X
FUTURE 2030
0
I & A INTAKE
0
120
120
0
0
3.2.7.10
Page 17
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
0
120
0
0
0
Jansen, Jan (Cubicle)
1
PSYCHIATRIC RN
132
100
100
132
100
Klitzke, Patti
1
SITE MANAGER
0
0
0
0
0
FUTURE 2030
0
ADJACENCIES:
I & A INTAKE
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
X
Cameron, Gloria
1
SITE MANAGER
0
0
0
0
0
Davis-Harts, Mary
1
SITE MANAGER
0
0
0
0
0
Ruffi, Megan
1
SITE MANAGER
0
0
0
0
0
Ritchie-Holtz, Theresa
1
SITE MANAGER
0
0
0
0
0
Kuehl, Shannon
1
96
100
100
96
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
Guyette, Mary (Private Office)
1
SUPPORTIVE HOME CARE SUPERVISOR
108
120
120
104
120
12
1.1.5.05
3.4.7.11
FORMS
12
12
12
12
CLERICAL WORK AREA
64
64
64
64
64
3.2.7.03
3.2.7.13
CONFERENCE ROOM (8 Occupants)
163
200
225
166
225
Community Administration Building Level 1
3.2.7.14
WHEELCHAIRE/BROCHURE STORAGE CLOSET
19
20
20
13
20
Possibly Shared North Building Level 4
3.4.7.08
CONFERENCE ROOM A 20-40 Occupants - Non HIPPA
507
500
500
498
500
3.4.7.36
CONFERENCE ROOM B (15-20) Abuts HIPPA (if shared would need 2 Doors)
North Building level 4 - 2 FUTURE
3.4.7.20
(See Shared Sheet) North Building Level 4
527
500
500
508
500
INTERVIEW ROOM (2 x 120)
0
240
240
0
240
INTERVIEW ROOM (3 x 70)
70
300
0
93
0
BREAKROOM #3
24
200
0
0
0
3.2.7.02
KITCHENETTE
11
0
50
20
50
1.1.5.08
MEETING SPACE
162
0
0
159
0
3.2.7.06
STORAGE
88
0
0
80
0
STORAGE (combine storage rooms)
38
400
400
38
400
X
X
3.4.7.31
SUPPORTIVE HOME CARE STORAGE
98
0
0
104
0
3.2.7.01
WAITING ROOM
500
600
600
177
600
3.4.7.21
WORK ROOM
96
100
150
94
150
WORK ROOM (Combine with workroom above)
80
100
0
80
0
DNSF SUBTOTALS
5,048
7,300
6,630
4,629
6,510
GROSSING FACTOR
1.35
1.35
1.596
1.63
1.596
6,815
9,855
10,358
7,566
10,358
7,300
-
5,048
=
2,252
NSF
6,510
-
4,629
=
1,881
NSF
HHS - ALTS / ADRC SUB-TOTALS
58
Page 18
84%
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
Clerk of Courts
Family Court Commissioner
Circuit Courts
HHS - Economic Support
Corporation Counsel
Sheriff's Department
64 sf
HHS - Child Support:
England, Traycee (Private Office)
1
207
200
225
210
225
X
Shaha, Dawn
1
ATTORNEY
0
200
225
0
225
X
FUTURE 2030
0
ATTORNEY
0
200
0
0
0
Perry, Barbara (Cubicle)
1
3.2.8.04
ACCOUNT CLERK
99
64
64
64
64
X
Collar, Nancy (Cubicle)
1
3.2.8.04
ACCOUNT CLERK
99
64
64
64
64
X
FUTURE 2020
1
ACCOUNT CLERK
0
64
64
64
64
Vanden Berg, Jennifer
1
3.2.8.16
CHILD SUPPORT SPECIALIST
173
100
100
94
100
X
Wells, Ross
1
3.2.8.04
0
100
100
64
100
X
SHARED: Jansen, Pat / Steingraber, Rhonda
2
3.2.8.04
ACCOUNT CLERK
99
100
64
48
64
3.2.8.18
CORPORATION COUNSEL
ACCOUNT CLERK (shared)
X
0
100
0
0
0
Mallet, Craig (Private Office)
1
3.2.8.17
100
100
100
104
100
X
Young, Matt (Private Office)
1
3.2.8.21
90
100
100
91
100
X
Kohlbeck, Chris (Private Office)
1
3.2.8.15
90
100
100
96
100
X
Wojahn, Jill (Private Office)
1
3.2.8.12
90
100
100
96
100
X
Schroeder, Kim (Private Office)
1
3.2.8.11
90
100
100
94
100
X
O'Reilly, Robin (Private Office)
1
3.2.8.10
115
100
100
116
100
X
Nikolai, Kevin (Private Office)
1
3.2.8.21
86
100
100
86
100
X
Brooks, Christopher (Private Office)
1
3.2.8.09
130
100
100
86
100
Ellyson, Stewart (Private Office)
1
3.2.8.20
CHILD SUPPORT SUPERVISOR
161
120
120
149
120
X
Trickle, Terry Ann (Private Office)
1
3.2.8.19
154
120
120
163
120
X
Tremi, Beth (Private Office)
1
3.2.8.14
90
120
120
94
120
X
Klapka, Jennifer (Private Office)
1
3.2.8.13
90
100
100
94
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
Cuyette, Danielle (Cubicle)
1
0
0
100
0
0
0
3.2.8.04
CLERK TYPIST III
99
64
64
99
64
3.2.8.04
WORK ROOM
112
120
200
100
200
3.2.8.04
FILING AND STORAGE
432
200
200
432
200
3.2.8.04
FRONT SCANNING DESK, WINDOW, AND STORAGE
196
100
100
196
100
(see shared sheet)
3.2.8.06
INTERVIEW ROOM NO. 2 (off lobby - shared with ES)
100
360
120
109
120
(see shared sheet)
3.2.8.05
INTERVIEW ROOM NO. 1 (off lobby - shared with ES)
94
100
120
120
120
Court Commissioners Conference / Waiting Room
3.2.6.06
CONFERENCE ROOM Share with Econ Support
240
0
200
0
200
In middle of the office
Page 19
X
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
500 sf
300 sf
Cap. 14+
Judges
ADJACENCIES:
(see shared sheet)
BREAKROOM #4 (off lobby - shared with ES)
0
200
0
0
0
KITCHENETTE
0
0
50
0
50
WORK ROOM (Combine with Work Room Above)
0
200
0
0
0
3.2.8.04
MAIL PROCESSING CUBICLE (removed)
70
48
0
0
0
3.2.8.22
OLD VAULT, OFFICE, STORAGE REFRIGERATOR
136
0
0
137
0
Space Near Kevin Nikolai
3.2.8.07
STORAGE OFF OF INTERVIEW ROOMS
105
0
100
104
100
Shared with Econ Serv
3.2.8.01
WAITING ROOM
216
0
0
0
0
DNSF SUBTOTALS
3,763
4,144
3,420
3,174
3,420
GROSSING FACTOR
1.35
1.35
1.366
1.36
1.366
5,080
5,594
4,672
4,253
4,672
4,144
-
3,763
=
381
NSF
3,420
-
3,174
=
246
NSF
FUTURE
HHS - CHILD SUPPORT SUB-TOTALS
23
Page 20
65%
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
HHS - Youth & Family Services Division
Outagamie County Courthouse/Sheriff/Districti Attorney
Appleton Police Department
HHS - Mental Health Division
HHS - Long Term Support (Children's Unit)
HHS - Public Health Division
HHS - Child, Youth, Families:
Blom, Melissa (Private Office)
1
2.3.3.39
MANAGER
135
200
225
136
225
Kiesling, Kay (Private Office)
1
2.3.3.34
SUPERVISOR
105
120
120
101
120
X
Sailer, Jennifer (Private Office)
1
2.3.3.62
SUPERVISOR
86
120
120
84
120
X
Spulak, Rebecca (Private Office)
1
2.3.3.26
SUPERVISOR
140
120
120
144
120
X
DeWilde, Sheri (Private Office)
1
2.3.3.12
SUPERVISOR
86
120
120
90
120
X
Denson, Stephanie (Private Office)
1
2.3.3.40
SUPERVISOR
105
120
120
104
120
X
FUTURE 2020
1
SUPERVISOR
0
0
120
0
120
X
FUTURE 2030
0
SUPERVISOR
0
0
0
0
0
SUPERVISOR
X
FUTURE 2030
0
0
0
0
0
0
Cook, Alicia (Private Office)
1
2.3.3.65
AODA SPECIALIST
100
100
100
102
100
X
Cocherl, Anne (Private Office)
1
2.3.3.24
HUMAN SERVICES SPECIALIST
80
100
100
90
100
X
Reader, Barb (Private Office)
1
2.3.3.20
86
100
100
90
100
X
Mickler, Dawn (Private Office)
1
2.3.3.36
105
100
100
92
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
Fernandez, Teresa
1
0
100
100
0
100
X
FUTURE 2016
1
HOME CONSULTANT
0
100
100
0
100
X
FUTURE 2020
1
HOME CONSULTANT
0
100
100
0
100
X
Thompson, Betty (Private Office)
1
2.3.3.19
HOME CONSULTANT
86
100
100
90
100
X
Reindl, Heather (Private Office)
1
2.3.3.14
HOME CONSULTANT
90
100
100
91
100
X
Salzman, Rebecca (Private Office)
1
2.3.3.21
HOME CONSULTANT
90
100
100
92
100
X
Brown, Ruth (Private Office)
1
2.3.3.18
HOME CONSULTANT
90
100
100
91
100
X
Lemke-Rochon, Andrea (Private Office)
1
2.3.3.63
SOCIAL WORKER
102
100
100
99
100
X
Dietz, Kaitlin (Private Office)
1
2.3.3.22
SOCIAL WORKER
105
100
100
123
100
X
Reimer, Beth (Private Office)
1
2.3.3.44
SOCIAL WORKER
95
100
100
98
100
X
Stapel, Brianna (Private Office)
1
2.3.3.57
SOCIAL WORKER
91
100
100
91
100
X
Wirtz, Bridget (Private Office)
1
2.3.3.61
SOCIAL WORKER
86
100
100
83
100
X
Raspor, Britney (Private Office)
1
2.3.3.64
SOCIAL WORKER
102
100
100
0
100
X
Xiong, Cindy (Private Office)
1
2.3.3.16
SOCIAL WORKER
99
100
100
90
100
X
O'dell, Kayla (Private Office)
1
SOCIAL WORKER
86
100
100
86
100
X
Scheuer, Emily (Private Office)
1
2.3.3.48
SOCIAL WORKER
72
100
100
73
100
X
Marsh, Erin (Private Office)
1
2.3.3.11
SOCIAL WORKER
81
100
100
83
100
X
Wesner, Heather (Private Office)
1
2.3.3.43
SOCIAL WORKER
90
100
100
98
100
X
Connolly, Janine (Private Office)
1
2.3.3.54
SOCIAL WORKER
105
100
100
101
100
X
Becker Gina (Private Office)
1
2.3.3.51
SOCIAL WORKER
76
100
100
73
100
X
Richter, Jody (Private Office)
1
2.3.3.23
SOCIAL WORKER
86
100
100
90
100
X
Kulick, Julie (Private Office)
1
2.3.3.06
SOCIAL WORKER
68
100
100
66
100
X
Labby, Regina (Private Office)
1
SOCIAL WORKER
80
100
100
80
100
X
Mueller, Megan (Private Office)
1
2.3.3.45
SOCIAL WORKER
117
100
100
110
100
X
Souza, Julie (Private Office)
1
2.3.3.46
SOCIAL WORKER
72
100
100
93
100
X
Kock, Kelly (Private Office)
1
2.3.3.17
SOCIAL WORKER
90
100
100
92
100
X
Rapp, Laura (Private Office)
1
2.3.3.15
SOCIAL WORKER
86
100
100
90
100
X
Hewitt, Lori (Private Office)
1
2.3.3.59
SOCIAL WORKER
100
100
100
96
100
X
Marmor, Maggie (Private Office)
1
2.3.3.47
SOCIAL WORKER
81
100
100
82
100
X
Cunningham, Marie (Private Office)
1
2.3.3.35
SOCIAL WORKER
120
100
100
103
100
X
Lee, Meng (Private Office)
1
2.3.3.56
SOCIAL WORKER
72
100
100
73
100
X
Page 21
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
SOCIAL WORKER
75
100
100
70
100
X
Uitenbroek, Monica (Private Office)
1
2.3.3.53
SOCIAL WORKER
95
100
100
93
100
X
Leisgang, Quinn (Private Office)
1
2.3.3.09
SOCIAL WORKER
76
100
100
77
100
X
Kottke, Rochelle (Private Office)
1
2.3.3.07
SOCIAL WORKER
114
100
100
116
100
X
Favl, Sarah (Private Office)
1
2.3.3.32
SOCIAL WORKER
96
100
100
93
100
X
Fralish, Stacey (Private Office)
1
2.3.3.49
SOCIAL WORKER
105
100
100
103
100
X
Reigh, Cassandra (Private Office)
1
2.3.3.41
SOCIAL WORKER
86
100
100
80
100
X
Berg, Tina (Private Office)
1
2.3.3.52
SOCIAL WORKER
64
100
100
68
100
X
Seymour, Britney (Private Office)
1
SOCIAL WORKER
0
0
100
0
100
X
2017 (Private Office)
1
SOCIAL WORKER
0
0
100
0
100
X
1
SOCIAL WORKER
0
100
100
0
100
X
1
SOCIAL WORKER
0
100
100
0
100
X
1
SOCIAL WORKER
0
100
100
0
100
X
1
SOCIAL WORKER
0
100
100
0
100
X
1
SOCIAL WORKER
0
100
100
0
100
X
1
SOCIAL WORKER
0
100
100
0
100
X
1
SOCIAL WORKER
0
100
100
0
100
X
1
SOCIAL WORKER
0
100
100
0
100
X
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
0
SOCIAL WORKER
0
100
0
0
0
Krauter, Katie (Private Office)
1
2.3.3.08
SOCIAL WORKER
0
100
100
114
100
Propson, Brooke (Cubicle)
1
2.3.3.68
CLERICAL
90
64
64
90
64
X
Shide, Elizabeth (Cubicle)
1
2.3.3.68
CLERICAL
49
64
64
49
64
X
Elhaney, Kristen (Cubicle)
1
2.3.3.68
CLERICAL
80
64
64
80
64
X
Hendrix, Laura (Cubicle)
1
2.3.3.68
CLERICAL
74
64
64
74
64
X
Tremi, Nicole (Cubicle)
1
2.3.3.68
CLERICAL
65
64
64
65
64
X
FUTURE 2020
1
CLERICAL
0
64
64
0
64
X
FUTURE 2020
1
CLERICAL
0
64
64
0
64
X
FUTURE 2030
0
CLERICAL
0
0
0
0
0
FUTURE 2030
0
Brown, Michelle (Private Office)
1
2.3.3.60
ADJACENCIES:
0
0
0
0
0
2.3.3.66
CLERICAL
CONFERENCE ROOM (60 training; 30 face to face)
432
400
410
410
410
Ongoing
2.2.3.27
CONFERENCE ROOM
210
200
225
209
225
Foster Care
2.3.3.58
FAMILY ROOM
176
175
175
173
175
Human Services Building Level 2
3.2.9.04
FAMILY VISITATION ROOM A (30 face to face)
392
400
500
388
500
3.2.9.08
FAMILY VISITATION ROOM B
176
200
150
177
150
3.2.9.02
FAMILY VISITATION ROOM C
160
160
150
176
150
FUTURE
FAMILY VISITATION ROOM D
0
200
225
0
225
FUTURE
FAMILY VISITATION ROOM E
0
200
350
0
350
FUTURE
OBSERVATION ROOM
0
300
225
0
225
Used for Storage
6th St. Entrance
3.2.9.01
LOBBY WAITING ROOM
280
500
500
269
500
3.2.9.02
MAIN HALLWAY
768
0
0
586
0
BACK HALL VESTIBULE
72
0
0
72
0
Page 22
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
2.3.0.11
ADJACENCIES:
SEE SHARED SPACES SHEET
2.8.3.32
FUTURE
ELEVATOR VESTIBULE
128
0
0
198
KITCHEN / BREAK ROOM
121
400
0
0
0
CLERICAL WORK AREA
0
64
64
0
64
300 sf
Cap. 14+
Judges
0
Entrance 3, Level 1
1.1.0.07
CAR SEAT CLOSET
28
40
100
61
100
In Clerical
2.3.3.68
CLERICAL STORAGE CLOSET NO. 1
33
1000
1000
40
1000
CLERICAL STORAGE CLOSET NO. 2
31
0
0
31
0
FOSTER CARE STORAGE ROOM
105
0
0
0
0
In Main Hallway
500 sf
6th St. Entrance
2.3.0.02
BACK HALL / BATHROOM STORAGE
112
0
0
150
0
Diapers
2.3.0.05
STORAGE CLOSET
38
0
0
48
0
STORAGE CLOSET
72
0
0
72
0
NEED FOR CLIENT URINAL ANALYSIS
MALE TOILET ROOM 2020
0
50
50
0
50
NEED FOR CLIENT URINAL ANALYSIS
FEMALE TOILET ROOM 2020
0
50
50
0
50
LABORATORY 2020
0
100
100
0
100
WORK ROOM NO. 1
87
240
240
0
240
WORK ROOM NO. 2 / MAIL ROOM
73
200
200
91
200
FILE ROOM
50
50
50
0
50
LIBRARY
45
70
70
0
70
DNSF SUBTOTALS
8,204
12,747
11,827
7,793
11,827
GROSSING FACTOR
1.35
1.35
1.34
1.26
1.34
11,075
17,208
15,899
9,819
15,899
12,747
-
8,204
=
4,543
NSF
11,827
-
7,793
=
4,034
NSF
Back Hall at 6th St. Entrance
FUTURE 2020
2.3.3.62
HHS - CHILD, YOUTH, FAMILIES SUB-TOTALS
70
Page 23
89%
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
HHS - Child Support Division
HHS - Aging & Disability Resource Center (ADRC)
HHS - Economic Support:
X
Roland, Amy (Private Office)
1
2.2.2.27
MANAGER
114
200
225
111
225
Piotter, Amy (Private Office)
1
2.2.2.22
ECONOMIC SUPPORT SUPERVISOR
86
120
120
85
120
X
Schrimpf, Vicki (Private Office)
1
2.2.2.39
81
120
120
81
120
X
FUTURE 2020
1
0
120
120
0
120
X
FUTURE 2030
0
0
120
0
0
0
(SHARED) Xiong, Kelly / Schocter, Erika (Private Office)
1
3.4.7.25
CERTIFIED APPLICATION COUNSELOR
124
100
100
124
100
X
DeVine, Jill (Private Office)
1
3.4.7.25
CERTIFIED APPLICATION COUNSELOR
124
100
100
92
100
X
Parsley, Laura (Private Office)
1
2.2.2.53
ECONOMIC SUPPORT SPECIALIST - LEAD
81
100
100
244
100
X
Maynard, Mary (Private Office)
1
2.2.2.18
ECONOMIC SUPPORT SPECIALIST - LEAD
86
100
100
92
100
X
Grube, Alicia (Private Office)
1
2.2.2.40
ECONOMIC SUPPORT SPECIALIST
81
100
100
82
100
X
Yang, Xee (Private Office)
1
81
100
100
81
100
X
Dempewolf, Angie (Private Office)
1
86
100
100
92
100
X
Vang, May (Private Office)
1
114
100
100
114
100
X
Halvorsen, Lisa (Private Office)
1
90
100
100
90
100
X
Stoffregen, Stephanie (Private Office)
1
86
100
100
86
100
X
Franks, Tina(Private Office)
1
81
100
100
81
100
X
Lamers, Elvira (Private Office)
1
2.2.2.10
104
100
100
103
100
X
Deininger, Evelyn (Private Office)
1
2.2.2.09
85
100
100
93
100
X
Turba, Heather (Private Office)
1
2.2.2.50
77
100
100
81
100
X
Nelson, Heidi (Private Office)
1
2.2.2.41
81
100
100
82
100
X
Hanson, Jennifer (Private Office)
1
2.2.2.13
115
100
100
114
100
X
Renwick, Cindy (Private Office)
1
2.2.2.61
81
100
100
81
100
X
Elliot, Rhonda (Private Office)
1
2.2.2.43
77
100
100
82
100
X
Watkins, Lisa (Private Office)
1
2.2.2.14
86
100
100
92
100
X
Bush, Ryan (Private Office)
1
115
100
100
115
100
X
Lemerand, Amy (Private Office)
1
81
100
100
81
100
X
Rudolph, Charity (Private Office)
1
2.2.2.35
81
100
100
100
100
X
Riley, Melissa (Private Office)
1
2.2.2.18
104
100
100
101
100
X
Golding, Jessica (Private Office)
1
99
100
100
99
100
X
Helton, Leslie (Private Office)
1
88
100
100
88
100
X
Vang, Kathy (Private Office)
1
96
100
100
96
100
X
Gustavus, Kerri (Private Office)
1
2.2.2.17
104
100
100
104
100
X
Beffa, Ashley (Private Office)
1
2.2.2.13
86
100
100
92
100
X
Milheiser, Yvette (Cubicle)
1
2.2.2.58
90
100
100
88
100
X
Seipel, Jessica (Private Office)
1
88
100
100
88
100
X
Gonzalez, Amy (Private Office)
1
81
100
100
81
100
X
Jensen, Ryan
1
99
100
100
99
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
2.2.2.20
2.2.2.45
Page 24
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
McCarthy, Kelly (Private Office)
1
2.2.2.38
STAFF DEVELOPMENT SPECIALIST
90
100
100
91
100
Hurtado, Sandy (Private Office)
1
2.2.2.16
86
100
100
92
100
Vang, Kha (Private Office)
1
2.2.2.68
234
100
150
234
150
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2030
0
0
100
0
0
0
DeBruin, Debbie (Private Office)
1
FRAUD INVESTIGATOR
90
100
100
94
100
X
FUTURE 2020
1
FRAUD INVESTIGATOR
90
100
100
90
100
X
FUTURE 2020
1
FRAUD INVESTIGATOR
90
100
100
90
100
X
FUTURE 2030
0
FRAUD INVESTIGATOR
90
100
0
90
0
FUTURE 2020
1
CLERK TYPIST III
0
64
64
0
64
X
FUTURE 2020
1
CLERK TYPIST III
0
64
64
0
64
X
Gross, Cassandra (Cubicle)
1
2.2.2.61
CLERK TYPIST III
0
0
64
64
64
X
Breyer, Ashley (Cubicle)
1
2.2.2.61
CLERK TYPIST III
0
0
64
64
64
X
Verkuilen, Amy (Cubicle)
1
2.2.2.61
CLERK TYPIST III
85
64
64
85
64
X
Champasak, Kaycec (Cubicle)
1
CLERK TYPIST III
100
64
64
100
64
X
Reznichek, Diane (Cubicle)
1
2.2.2.61
CLERK TYPIST III
94
64
64
94
64
X
Herminath, Ronna (Cubicle)
1
2.2.2.61
CLERK TYPIST III
136
64
64
136
64
X
Lueke, Linda (Cubicle)
1
2.2.2.61
CLERK TYPIST III
77
64
64
77
64
X
Verkuilen, Linda (Cubicle)
1
2.2.2.55
CLERK TYPIST III
130
64
64
130
64
X
DeGroot, Norma (Cubicle)
1
2.2.2.61
CLERK TYPIST III
94
64
64
94
64
Interview
Rooms
Includes chairs for customers, a small tablePrivate
and chairs
for children,
wall-mounted display racks for brochures and referral information,
6
CONTRACTED STAFF (2 in 100, 1 in 100, 3 in 100)
600
600
300
600
300
ECONOMIC SUPPORT / CHILD SUPPORT / WAITING ROOM (Shared)
756
800
650
756
650
0
192
150
0
150
ECONOMIC SUPPORT RECEPTION AREA
325
128
128
325
128
WORK AREA
90
90
90
90
90
100
FUTURE 2030
FUTURE
3 clerk typist work stations, receptionist/receiving windows,
security monitor for interview rooms, copy machine, work areas,
0
ADJACENCIES:
2.2.2.59
APPLICATION TERMINAL STATION
2.2.2.61
KITCHENNETTE
See Shared Sheet
2.2.2.21
0
100
0
400
0
0
0
0
64
64
0
64
CLERICAL / SCANNING / CHILD CARE WORK AREA
475
0
0
475
0
STORAGE / FILING AREA
110
500
500
110
500
STORAGE AREA
128
0
0
128
0
0
200
200
0
200
210
200
200
210
200
(shared with C.S.)
CLERICAL WORK AREA
FUTURE 2020
2.2.2.56
FUTURE
0
210
BREAKROOM #
ONLINE APPLICATION ROOM (off lobby) interview non HIPPA
MAIL, STORAGE, WORK AREA
Page 25
X
X
X
X
3X
XX
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
2.2.2.46
ADJACENCIES:
Across from system support along wall of offices
SMALL STORAGE AREA WITH DOOR
43
0
0
43
0
SCANNING / WORK AREA
136
64
64
136
64
2.2.2.04
FILING / STORAGE AREA
54
0
0
54
0
2.2.2.52
CONFERENCE ROOM
500 sf
300 sf
Cap. 14+
Judges
342
350
300
342
300
INTERVIEW ROOM (Sharing Room with C.S.)
0
500
0
0
0
FUTURE
INTERVIEW ROOM (Sharing Room with C.S.)
0
750
0
0
0
DNSF SUBTOTALS
8,198
12,394
9,485
8,309
9,485
GROSSING FACTOR
1.35
1.35
1.240
1.204
1.241
11,067
16,732
11,772
10,008
11,772
12,394
-
8,198
=
4,196
NSF
9,485
-
8,309
=
1,176
NSF
75
Page 26
28%
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
X
FUTURE
HHS - ECONOMIC SUPPORT SUB-TOTALS
WORK STATIONS
5X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
HHS - Co-Locate All Fiscal Staff
HHS - Mental Health Division
HHS - Administration
Finance Department
Treasurer's Office
HHS - Aging & Long Term Support Division
HHS - Public Health Division
HHS - Children, Youth, & Family Division
HHS - Youth & Family Service Division
HHS - Fiscal:
X
Herrling, Kay (Private Office)
1
1.3.2.16
MANAGER FISCAL SYSTEMS
146
200
225
146
225
Schmidt, Janet (Private Office)
1
1.3.2.15
ACCOUNTING SYSTEMS SUPERVISOR
100
120
120
134
120
X
Hurley, Susan (Private Office)
1
1.3.2.11
ACCOUNTING SYSTEMS SUPERVISOR
110
120
120
137
120
X
Rich, Judy (Private Office)
1
3.4.7.12
ACCOUNTANT
108
100
100
103
100
X
Hegner, Claire(Private Office)
1
1.3.2.13
ACCOUNTS RECEIVABLE
0
100
100
100
100
X
FUTURE 2030
0
ACCOUNTS RECEIVABLE
0
100
0
0
0
FUTURE 2030
0
ACCOUNTS PAYABLE
0
100
0
0
0
Carlson, Jill (Private Office)
1
1.3.2.17
ACCOUNT CLERK III
140
100
100
128
100
X
Thompson, Sherry (Private Office)
1
1.3.2.20
ACCOUNT CLERK III
125
100
100
124
100
X
Krupka, Bonnie (Private Office)
1
1.3.2.12
BILLING CLERK
114
100
100
100
100
X
Lillge, Sue (Private Office)
1
1.3.2.10
BILLING CLERK
153
100
100
100
100
X
Manschot, Barb (Private Office)
1
3.4.7.16
CONTRACT TECHNICIAN
98
100
100
96
100
X
FUTURE 2030
0
CONTRACT TECHNICIAN
0
100
0
0
0
X
Lehman, Tori (Private Office)
1
1.3.2.14
HUMAN SERVICE SPECIALIST
100
100
100
100
100
Hoffman, Kathy (Private Office)
1
1.3.2.09
HUMAN SERVICE SPECIALIST
144
120
120
142
120
Swiechowski, Gail (Private Office)
1
3.4.7.18
PROGRAM ASSISTANT
98
100
100
94
100
X
Brinkman, Teresa (Private Office)
1
3.4.7.17
PROGRAM ASSISTANT
98
100
100
96
100
X
1.3.2.06
KITCHENETTE
60
100
50
60
50
0
0
0
0
0
1.3.2.05
BREAKROOM (shared with HHS Admin)
CONFERENCE ROOM #4
138
200
0
0
0
1.3.2.19
SCANNING / PRINTER ROOM
127
120
120
126
120
On Shared Sheet
On Shared Sheet
WAITING ROOM (share with Admin)
Shared
1.3.2.18
HHS - FISCAL SUB-TOTALS
14
X
0
0
0
0
0
STORAGE ROOM?
127
120
120
127
120
WORK ROOM
120
120
120
120
120
DNSF SUBTOTALS
2,106
2,520
1,995
2,033
1,995
GROSSING FACTOR
1.35
1.35
1.44
1.18
1.44
2,843
3,402
2,873
2,399
2,873
2,520
-
2,106
=
414
NSF
1,995
-
2,033
=
-38
NSF
Page 27
-9%
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
Corporation Council
Courts
HHS - Children, Youth, & Families Division
HHS - Youth & Family Services Division
HHS - Aging & Disability Resource Division
HHS - Mental Health / AODA:
X
Bezier, Brian (Private Office)
1
CLINICAL DIRECTOR & MANAGER
152
200
225
152
225
Kellogg, Laura (Private Office)
1
AODA (Contracted)
116
100
120
116
120
X
Dagitz, Angie (Private Office)
1
CLINICAL THERAPIST
117
120
120
117
120
X
Buettner, Danielle (Private Office)
1
CLINICAL THERAPIST
116
120
120
116
120
X
Rasmussen, Donna (Private Office)
1
CLINICAL THERAPIST / CRISIS
86
100
120
86
120
X
Etter, Hannah (Private Office)
1
CLINICAL THERAPIST
117
120
120
117
120
X
VACANT (Private Office)
1
CLINICAL THERAPIST
0
0
120
0
120
X
Bertran, Mary (Private Office)
1
0
0
100
0
100
X
Lor, Kevin (Private Office)
1
86
100
120
86
120
X
Cowell, Lauren (Private Office)
1
CLINICAL THERAPIST
95
100
120
95
120
X
Ziegler, Danielle (Private Office)
1
CLINICAL THERAPIST
94
100
120
94
120
X
Paschke, Kelly (Private Office)
1
103
100
100
103
100
X
Young, Sheng Lee (Private Office)
1
86
100
120
86
120
X
Linna, Pennie (Private Office)
1
CLINICAL THERAPIST
107
100
120
107
120
X
Dearing, Sarah (Private Office)
1
86
100
120
86
120
X
Kain, Sheila (Private Office)
1
CLINICAL THERAPIST
96
100
120
96
120
Teske, Kimberly (Private Office)
1
CLINICAL THERAPIST
117
120
120
117
120
Seefeldt, Terry (Private Office)
1
CLINICAL THERAPIST
107
100
120
107
120
X
Cody, Tom (Private Office)
1
CLINICAL THERAPIST
102
100
120
102
120
X
Dutton, Josh (Private Office)
1
161
100
100
161
100
X
Gabriel, Melissa (Private Office)
1
CLINICAL THERAPIST
0
100
120
0
120
X
Trucco, Bobbie (Private Office)
1
COMMUNITY SUPPORT SPECIALIST - CRISIS
86
100
100
86
100
X
Bardwell, Carrie (Private Office)
1
107
100
100
107
100
X
Christofferson, Chad (Private Office)
1
107
100
100
107
100
X
McCabe, Gayle (Private Office)
1
COMMUNITY SUPPORT SPECIALIST - CRISIS
86
100
100
86
100
X
Nyman, Kathy (Private Office)
1
107
100
100
107
100
X
Renteria, Lindsay (Private Office)
1
124
100
120
124
120
X
Zaborowski, Brianne (Private Office)
1
101
100
100
101
100
X
Luke, Kim (Private Office)
1
0
0
100
0
100
Vollmer, Katie (Private Office)
1
CLINICAL THERAPIST
0
0
120
0
120
FUTURE 2020
1
COMMUNITY SUPPORT SERVICES
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2020
1
COMPREHENSIVE COMMUNITY SERVICES
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2030
0
0
100
0
0
0
FUTURE 2020
1
CRISIS STAFF
0
100
120
0
120
FUTURE 2030
0
CRISIS STAFF
0
100
0
0
0
0
FUTURE 2030
0
CRISIS STAFF
0
100
0
0
COUNTY ADMINISTRATIVE BUILDING LEVEL 1 FUTURE
0
CRISIS AREA
86
0
0
86
0
VACANT
1
0
0
100
0
100
VACANT (Shared Office)
2
BILINGUAL HEALTH AIDE
0
0
120
0
120
Page 28
X
X
X
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
CRISIS AREA
86
0
0
86
0
CRISIS AREA
86
0
0
86
0
Stiebs, Lori & Dessens, Jessica (SHARED Private Office)
2
HARBOR HOUSE DVIP COUNSELORS
110
120
120
110
120
X
Allar, Wendy (Private Office)
1
HOME CONSULTANT
101
120
120
101
120
X
Shared Private office - 7 workstations - 7 file cabinets
7
HOME CONSULTANT'S OFFICE (7 x 48)
221
280
336
221
336
Mulder, Kari (Private Office)
1
INDIVIDUAL PLACEMENT & SUPPORT
76
100
100
76
100
X
X
0
ADJACENCIES:
64 sf
0
7X
Russell, Shayla (Private Office)
1
MENTAL HEALTH COURT COORDINATOR
116
100
100
116
100
Bussing-Sutton, Sarah (Private Office)
1
DRUB AND ALCOHOL COURT COORDINATOR
116
120
120
116
120
Kirchner, Kate(Private Office)
1
MENTAL HEALTH COURT COORDINATOR INDIVIDUAL PLACEMENT & SUPPORT
0
100
0
100
Zeller, Kim (Private Office)
1
MENTAL HEALTH SUPERVISOR / CRISIS
154
120
120
154
120
X
Van Ryzin, Judy (Private Office)
1
MENTAL HEALTH SUPERVISOR
107
120
120
107
120
X
Anderson, Lisa (Private Office)
1
MENTAL HEALTH SUPERVISOR / CRISIS
121
120
120
121
120
X
Steger, Michael (Private Office)
1
117
120
120
117
120
X
Marmor, Russ (Private Office)
1
106
120
120
106
120
X
FUTURE 2015
1
0
120
120
0
120
X
FUTURE 2020
1
0
120
120
0
120
X
FUTURE 2030
0
0
120
0
0
0
X
FUTURE 2030
0
0
120
0
0
0
X
Alby, Megan (Private Office)
1
PSYCHIATRIC RN
101
100
100
101
100
X
Gritton, Lori (Private Office)
1
PSYCHIATRIC RN
107
100
100
107
100
X
Schmuhl, Sari (Private Office)
1
PSYCHIATRIC RN
107
100
100
107
100
X
Jannsan, Ashley (Private Office)
1
PSYCHIATRIC RN
150
100
100
150
100
X
FUTURE 2020 (Office)
1
PSYCHIATRIC RN
0
100
100
0
100
X
FUTURE 2020
1
PSYCHIATRIC RN
0
0
100
0
100
X
Vegas, Barb (Private Office)
1
0
0
100
0
100
Dave, Dr. Indu (Private Office)
1
PSYCHIATRIST (Contracted)
116
120
120
116
120
X
X
Dave, Dr. Jagdish (Private Office)
1
90
120
120
90
120
X
Baldomero, Dr. Maria (Private Office)
1
97
120
120
97
120
X
Shekar, Dr. Chandra (Private Office)
1
0
120
120
0
120
X
Bales, Dr. Marshall (Private Office)
1
101
120
120
101
120
X
Dr. Musunuru (Private Office)
1
0
120
120
0
120
X
Cuaresma-Ambas, Dr. Milagros (Private Office)
1
101
120
120
101
120
X
Kerswill, Dr. Randy (Private Office)
1
101
120
120
101
120
X
Patil, Dr. Veerangouda (Private Office)
1
96
120
120
96
120
X
Hrizadk, Amie (Private Office)
1
PSYCHOLOGIST
110
120
120
110
120
X
Valenti-Hein, Denise (Private Office)
1
PSYCHOLOGIST
110
120
120
110
120
X
FUTURE 2015
1
ADVANCED PRACTICE NURSE
0
120
120
0
120
X
FUTURE 2020
1
CASE MANAGEMENT
0
100
100
0
100
FUTURE 2030
0
CASE MANAGEMENT
0
100
0
0
0
FUTURE 2020
1
EVALUATION AND PSYCHOTHERAPY
0
120
120
0
120
FUTURE 2030
0
EVALUATION AND PSYCHOTHERAPY
0
120
0
0
0
FUTURE 2015
3
INTERNS (shared by 3)
0
120
100
0
100
FUTURE 2015
1
MEDIA HEALTH OFFICE
0
250
225
0
225
FUTURE 2020
1
INDIVIDUALIZED VOCATIONAL PLACEMENT SPECIALIST
0
100
100
0
100
FUTURE 2030
0
INDIVIDUALIZED VOCATIONAL PLACEMENT SPECIALIST
0
100
0
0
0
Cody, Nicole (Private Office)
1
SECRETARY
138
64
120
138
120
Mangold, Barbara (Cubicle)
1
SENIOR CLERK TYPIST
150
64
64
150
64
X
Rosner, Cathy (Cubicle)
1
SENIOR CLERK TYPIST
150
64
64
150
64
X
Schneider, Gina (Cubicle)
1
SENIOR CLERK TYPIST
150
64
64
150
64
X
Safranski, Gwen (Cubicle)
1
SENIOR CLERK TYPIST
150
64
64
150
64
X
Tess, Sara (Cubicle)
1
SENIOR CLERK TYPIST
150
64
64
150
64
X
Van Vreede, Vicki (Cubicle)
1
SENIOR CLERK TYPIST
150
64
64
150
64
X
Spiliski, Colleen
1
SENIOR CLERK TYPIST
0
64
64
0
64
X
FUTURE 2020
1
SENIOR CLERK TYPIST
0
0
64
0
64
X
FUTURE 2020
1
SENIOR CLERK TYPIST
0
0
64
0
64
X
Derks, Heather (Cubicle)
1
SENIOR CLERK TYPIST - PART TIME
150
64
64
150
64
X
Schultz, Cathy (Cubicle)
1
SENIOR CLERK TYPIST - PART TIME
0
64
64
0
64
X
WORK ROOM / CRISIS
57
200
200
57
200
County Administrative Building Level 1
Page 29
X
X
X
X
X
X
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
CLERICAL WORK AREA BY 3 RECEPTIONS WINDOW (3 x 48)
0
64
144
0
144
CLERICAL WORK AREA BY OTHER CLERICAL STAFF
0
64
0
0
0
CRISIS PHONE CENTER
321
550
500
321
500
KITCHEN AREA / CRISIS
92
100
100
92
100
PHONE CENTER / CRISIS
410
550
500
410
500
County Administration Building Level 1
BATHROOM / TOILET / CRISIS
49
50
50
49
50
CONFERENCE TABLE / STAFFING AREA / CRISIS
234
250
250
234
250
CRISIS / PRIORITY ACCESS MODEL APPOINTMENT ROOM (will go to staff offices)
124
0
0
124
0
PRINTER / CABINET AREA / CSP
95
100
100
95
100
KITCHENNETTE (10 occupants)
71
600
50
71
50
BREAKROOM #
0
0
0
0
0
FUTURE 2020
ADJACENCIES:
FUTURE
2020
15 employees rotate shifts in this area, cover phones
24/7/365.
There area 3 desks plus 1 future desk.
Existing
(shared with
)
500 sf
300 sf
Cap. 14+
Judges
3.3.2.53
MENTAL HEALTH MEETING ROOM NO. 1
228
250
225
228
225
3.3.2.47
MENTAL HEALTH MEETING ROOM NO. 2 (Divisible)
311
300
300
311
300
3.3.2.47
MENTAL HEALTH MEETING ROOM NO. 3 (Divisible)
222
250
225
222
225
3.3.2.51
138
150
150
138
150
3.3.2.36
239
0
250
239
250
MENTAL HEALTH MEETING ROOM NO. 5 RESTROOM
42
52
0
42
0
NURSE'S MEDICATION ROOM / EXAM
118
240
240
118
240
NURSE'S SHOT ADMINISTRATION ROOM (secure)
94
140
120
94
120
NURSE'S SHOT ADMINISTRATION ROOM (secure)
0
0
120
0
120
OBSERVATION ROOM (NEXT TO ROOM 1)
96
100
100
96
100
TESTING ROOM
108
100
100
108
100
WAITING ROOM (for 30 people, physical separation between windows & seating)
600
900
900
600
900
WORK ROOM
200
300
300
200
300
0
600
600
0
600
10,689
16,100
15,614
10,689
15,614
1.35
1.35
1.50
1.50
1.50
14,430
21,735
23,421
16,034
23,421
16,100
-
10,689
=
5,411
NSF
15,614
-
10,689
=
4,925
NSF
STORAGE
HHS - MENTAL HEALTH / AODA SUB-TOTALS
101
DNSF SUBTOTALS
GROSSING FACTOR
Page 30
91%
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
3X
FUTURE
WORK STATIONS
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
HHS - Co-Locate Public Health & WIC
Human Resources
HHS - Administration
Corporation Council
HHS - ARDC
HHS - Fiscal Division
64 sf
HHS - Public Health / WIC:
X
Dorn, Mary (Private Office)
1
3.4.7.28
PUBLIC HEALTH MANAGER
104
200
225
102
225
Biadasz, JoEllen (Private Office)
1
3.4.6.15
PUBLIC HEALTH NURSING SUPERVISOR
97
120
120
96
120
Cullen, Carey
1
3.4.6.16
PUBLIC HEALTH NURSE
73
100
100
70
100
X
Randerson, Cathy
1
3.4.6.16
PUBLIC HEALTH NURSE
73
100
100
70
100
X
Brylski, Cindy (Private Office)
1
3.4.6.13
PUBLIC HEALTH NURSE
95
100
100
91
100
X
Volkman, Karen (Private Office)
1
3.4.6.14
PUBLIC HEALTH NURSE
96
100
100
96
100
X
Mielke, Kris (Private Office)
1
3.4.6.17
PUBLIC HEALTH NURSE
100
100
100
100
100
X
Ceccon, Sarah (Private Office)
1
3.4.6.16
PUBLIC HEALTH NURSE
98
100
100
94
100
X
Rhone, Sarah (Private Office)
1
3.4.6.20
PUBLIC HEALTH NURSE
95
100
100
94
100
X
Davis, Valerie (Private Office)
1
3.4.6.19
PUBLIC HEALTH NURSE
95
100
100
85
100
X
Shared Private Office
1
1.1.3.04
PUBLIC HEALTH NURSES
131
100
100
132
100
X
FUTURE 2020
1
PUBLIC HEALTH NURSING
0
100
100
0
100
X
FUTURE 2030
0
PUBLIC HEALTH NURSING
0
100
0
0
0
X
Yang, Neu
1
1.1.3.03
HEALTH AIDES / WIC (closed office)
370
140
120
48
120
X
Lopez, Carmen
1
1.1.3.03
370
140
120
48
120
X
VACANT
1
1.1.3.03
370
140
120
263
120
X
JUST HIRED (Private Office & Storage)
1
1.1.3.12
BREAST FEEDING PEER COUNSELER (closed)
204
100
120
217
120
X
Legare, Kathleen
1
WOMEN, INFANTS, AND CHILDREN / WIC (closed)
0
100
120
0
120
X
FUTURE 2020
1
WOMEN, INFANTS, AND CHILDREN / WIC
0
100
120
0
120
X
Karmien, Sue (Private Office)
1
1.1.3.07
MATERNAL CHILD HEALTH SUPERVISOR / WIC
132
120
120
137
120
X
Rentmeester, Melissa (Private Office)
1
1.1.3.09
NUTRUTIONIST / WIC
108
120
120
109
120
X
Hein, Crystal (Private Office)
1
1.1.3.11
NUTRUTIONIST / WIC
108
120
120
116
120
X
Oppelt, Judy (Private Office)
1
1.1.3.10
NUTRUTIONIST / WIC
108
120
120
115
120
X
Wardlow, Chris (Private Office)
1
3.4.7.32
AODA PREVENTION SPECIALIST
103
100
100
100
100
X
Koski, Ellen (Private Office)
1
3.4.7.29
COMMUNITY HEALTH EDUCATOR
108
100
100
97
100
X
Berg, Cassy
1
0
100
100
0
100
X
FUTURE 2020
1
0
100
100
0
100
X
FUTURE 2030
0
0
100
0
0
0
X
Beyer, Wendy 2020
1
EMERGENCY PREPAREDNESS PLANNER
108
100
100
0
100
Vandeveld, Natalie (Private Office)
1
3.4.6.12
ENVIRONMENTAL HEALTH SANITARIAN SUPERVISOR
100
120
120
96
120
3.4.6.09
ENVIRONMENTAL HEALTH SANITARIAN
0
100
100
90
100
X
0
100
100
0
100
X
X
Xiong, Sai
1
FUTURE 2020
1
Sonnenschein, Aric
1
3.4.6.09
180
100
100
90
100
X
VACANT
1
3.4.6.11
63
100
100
60
100
X
Groth, Trista
1
3.4.6.11
63
100
100
60
100
X
Grassman, Kathy
1
3.4.6.02
SENIOR CLERK TYPIST
107
64
64
116
64
X
Hartfiel, Peggy
1
3.4.6.03
SENIOR CLERK TYPIST
87
64
64
85
64
X
Davis, Serena
1
3.4.6.03
SENIOR CLERK TYPIST
87
64
64
85
64
X
FUTURE 2020
1
SENIOR CLERK TYPIST
0
64
64
0
64
FUTURE 2020
1
1
STUDENT CONTRACT EMPLOYEE / WIC (Dual use between contract / student)
PUBLIC HEALTH STUDENT (1 TO 3 STUDENTS)
ENVIRONMENTAL HEALTH SANITARIAN LAB
MATERNAL CHILD HEALTH MEETING ROOM & STORAGE / WIC
STORAGE / WIC NOW
PUBLIC HEALTH CONFERENCE ROOM (40 occupancy)
PUBLIC HEALTH ROOM with sink
PUBLIC HEALTH TOILET NOW (in exam room)
PUBLIC HEALTH EXAM ROOM (Health room above)
PUBLIC HEALTH MEETING SPACE
PUBLIC HEALTH REFRIGERATOR / MICROWAVE AREA
PUBLIC HEALTH STORAGE
108
0
120
346
0
293
303
0
0
98
21
120
120
120
120
240
150
500
350
50
140
100
200
120
100
100
120
240
150
600
350
50
0
100
50
120
108
0
119
324
0
288
320
0
0
94
20
0
100
100
120
240
150
600
350
50
0
100
50
120
(near operations)
(near operations) FUTURE
Includes Restroom and Storage
FUTURE
FUTURE (sink) 2020
next to public health mgr
(near operations) Carseat, Bicycle Helmet (near entry)
3.4.6.08
1.1.5.09
3.4.6.21
3.4.6.32
3.4.6.22
3.4.7.27
Page 31
X
X
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
(near entry)
3.4.6.10
ADJACENCIES:
3.4.6.01
FUTURE 2020
3.4.6.07
FUTURE 2020
Chris Wardlow's Storage
See Shared Sheet
3.4.7.31
1.1.3.13
1.1.3.14
1.1.3.01
Shared
HHS - PUBLIC HEALTH / WIC SUB-TOTALS
39
PUBLIC HEALTH STORAGE ROOM / INCLUDES WIC
PUBLIC HEALTH WAITING ROOM / INCLUDES WIC (4 Units in Div)
PUBLIC HEALTH INTERVIEW
PUBLIC HEALTH WORK ROOM / FILE ROOM
RESOURCE ROOM
STORAGE OFFICE
BREAKROOM #3 & 2 KITCHENNETTES
WIC CLOSET (combined)
WIC HEALTH ROOM / EDUCATION ROOM
WIC HEALTH ROOM
WIC WAITING ROOM (combine with Public Health waiting room)
500 sf
300 sf
Cap. 14+
Judges
64
157
0
180
0
107
160
42
289
140
330
600
450
100
180
120
100
200
0
300
150
0
600
500
100
180
120
100
100
0
300
120
0
71
112
0
179
0
104
0
42
262
135
337
600
500
100
180
120
100
100
0
300
120
0
DNSF SUBTOTALS
6,711
8,506
8,021
5,477
8,021
GROSSING FACTOR
1.35
1.35
1.398
1.35
1.398
9,060
11,483
11,219
7,394
11,219
8,506
-
6,711
=
1,795
NSF
8,021
-
5,477
=
2,544
NSF
Page 32
142%
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
Clerk of Circuit Courts
Sheriff / Jail
Court Commissioner
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
Circuit Courts:
MOVED TO COURT COMMISSIONER'S PROGRAM
(Venture has M. Roberts in this room)
She's in 3.2.6.07 - See P.C.C.
1
1
1
1
1
1
1
2053
2033
2022
2039
2073
2055
2086
1
1
1
1
1
1
1
2052
2031
2021
2049
2078
2057
2080A
1
1
1
1
1
1
1
2051
2030
2020
2050
2079
2058
2080
1
1
2015-2018
2014
2065
2035
2009
2071
2076
2064
2002
2008
3.2.6
3.2.6.02
2048
2082
2019
2069
2090
2046/2047
2025/2026
2016/2017
2070/2071
2091/2092
JUDGE 1
JUDGE 2
JUDGE 3
JUDGE 4
JUDGE 5
JUDGE 6
JUDGE 7
JUDGE 8
JUDICIAL ASSISTANT 1
JUDICIAL ASSISTANT6
COURT REPORTER 1
COURT REPORTER 2
COURT REPORTER 3
COURT REPORTER 4
COURT REPORTER 5
COURT REPORTER 6
COURT REPORTER 7
COURT REPORTER 8
LAW CLERK 1 - BIG w/closet
LAW CLERK 2 - SMALL
CIRCUIT COURT BRANCH 1
SECOND FLOOR HEARING ROOM (Former Law Library) self help fam
COURT COMMISSSIONER COURTROOM H (don't need jury box)
COURT COMMISSIONER CONFERENCE ROOM H
JURY ROOM 1/4
JURY ROOM 2
JURY ROOM 3
JURY ROOM 5/6
JURY ROOM 7
JURY ROOM A TOILET ROOMS 1/4
JURY ROOM 2 TOILET ROOMS
JURY ROOM 5/6 TOILET ROOMS
48 sf
Custom
If designed using McMAHON Office Standards
JUDICIAL / LAW ENFORCEMENT:
McGinnis, Mark
Krueger, Nancy
Metropulos, Mitchell
Gill, Jr., Gregory B.
Gage, Michael
Biskupic, Vince
Des Jardins, John A.
FUTURE - In 10 Years
Langr, Deb
del Plaine, Sheri
Dorsey, Paula
Meitner, Donna
Meitner, Jessica
Johnson, Virginia
Peterson, Gail
FUTURE - In 10 Years
Nagorny, Kara
Utschig, Donna
Flinn, Mary / Norby, Paulette (shared)
Biese, Joan
Johnson, Gloria H.
Torres, Terra
Ducoty, Heather
FUTURE
(need to be adjacent to judges) Dryssen, Lynn
(need to be adjacent to judges) McNeill, Naomi
64 sf
295
305
300
305
365
315
280
0
86
73
61
65
70
70
96
0
85
90
112
95
110
85
110
0
0
0
1420
1715
1315
1370
1345
1380
1570
0
920
0
122
264
300
255
290
285
44
44
44
44
44
Page 33
500
500
500
500
500
500
500
500
120
120
120
120
120
120
120
120
100
100
100
100
100
100
100
100
100
100
1800
1800
1800
1800
1800
1800
1800
2650
920
0
120
400
400
400
400
400
400
400
400
400
400
500
500
500
500
500
500
500
500
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
120
100
100
2000
2000
2000
2000
2000
2000
2300
2000
920
0
120
400
400
400
400
400
100
100
100
100
100
208
214
303
308
373
314
279
0
136
133
112
136
121
133
102
0
99
87
112
96
118
83
119
0
266
115
1417
1750
1345
1381
1372
1397
1562
0
793
0
119
260
280
256
292
291
83
42
46
46
46
208
214
303
308
373
314
279
0
136
133
112
136
121
133
102
0
99
87
112
96
118
83
119
0
266
115
1417
1750
1345
1381
1372
1397
2300
0
793
0
119
260
280
256
292
291
83
42
46
46
46
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
2081
2054
2033
2024
2039
2072
2056
2088
move books out
2008
2038/2075
2006/2062
2037/2075
2067
CIRCUIT COURTS SUB-TOTALS
23
CHILD SUPPORT / SHERIFF ROOM?
CONFERENCE ROOM (multi conf rooms) 2004, 2005, 2101, 2102
VIDEO COURTROOM (use 2008 2nd Floor Hearing Room)
COURT REPORTER SUPPLY ROOM
JUDGE 1 TOILET ROOM
JUDGE 2 TOILET ROOM
JUDGE 3 TOILET ROOM
JUDGE 4 TOILET ROOM
JUDGE 5 TOILET ROOM
JUDGE 6 TOILET ROOM
JUDGE 7 TOILET ROOM
JUDGE 8 TOILET ROOM
LEGAL RESEARCH ROOM
SELF HELP CENTER - use Hearing Room 2008
IT CLOSET
COURTROOM PUBLIC WAITING AREA (In Gross up Factor-Corridors)
JANITOR CLOSETS
HOLDING CELLS
COPY ROOM
STORAGE - 2093, 2034, 2085
500 sf
300 sf
Cap. 14+
Judges
0
82
800
115
22
22
22
22
22
22
22
0
0
0
150
0
0
0
0
0
0
1920
920
120
50
50
50
50
50
50
50
50
200
400
300
1120
0
0
0
0
0
0
0
120
50
50
50
50
50
50
50
0
0
0
300
0
0
0
0
0
0
314
0
116
23
21
21
23
23
21
23
0
0
0
140
0
137
114
79
170
0
314
0
116
23
21
21
23
23
21
23
0
0
0
140
0
137
114
79
170
17,445
31,630
26,730
17,970
18,708
1.35
1.35
1.58
1.329
1.58
23,551
42,701
42,233
23,882
29,559
31,630
-
17,445
=
14,185
NSF
18,708
-
17,970
=
738
NSF
DNSF SUBTOTALS
GROSSING FACTOR
Page 34
5%
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Courts
Court Commissioner
Sheriff / Jail
District Attorney
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Clerk of Courts:
Bocik, Barb
Leith, Diane
Nysted, Curt
3 Cubicles
Cubicle
16 Cubicles
Kaufman, Alissa & Mann, Toni - 2 Cubicles
4 Cubicles
FUTURE (Current Load)
FUTURE (Circuit Court Branch 8)
FUTURE (Current Load)
1
1
1
3
1
16
2
4
1
0
2
1072
1075
1058
1076
1077
1077
1074
1077
1073
1077
1077
1053
1057
1078
1069A
1069B
1077A
1080
CLERK OF COURTS SUB-TOTALS
32
Custom
CLERK OF COURTS
ADMINISTRATIVE ASSISTANT / CHIEF DEPUTY
FINANCIAL OPERATIONS MANAGER
ACCOUNT CLERK (3 x 48)
RECORDS CLERK
DEPUTY COURT CLERK (16 x 64)
CASHIER (2 x 64)
CLERK TYPIST (4 x 64)
CLERK TYPIST
DEPUTY COURT CLERK
DEPUTY COURT CLERK
CLERK OF COURTS LOBBY
RECORDS STORAGE (where)
FINANCIAL STORAGE
EXHIBIT ROOM
SUPPLIES STORAGE
PUBLIC FILE VIEWING AREA
CHILD SUPPORT CUBICLE
STATE PATROL STATION
SCANNING STATION
PRINTER
X
250
130
200
300
50
750
200
200
0
0
0
350
970
190
170
180
430
50
50
0
0
250
130
120
144
48
960
128
256
64
64
64
350
970
190
200
180
430
48
48
100
0
225
150
120
144
48
1024
128
256
64
0
128
350
970
190
200
180
430
48
48
0
0
223
207
199
341
50
750
167
200
0
0
0
377
970
190
252
180
468
48
48
100
41
223
207
199
341
50
750
167
200
64
0
128
377
970
190
252
180
468
48
48
100
41
DNSF SUBTOTALS
4,470
4,744
4,703
4,811
5,003
GROSSING FACTOR
1.35
1.35
1.68
1.68
1.68
6,035
6,404
7,901
8,082
8,405
4,744
-
4,470
=
274
NSF
5,003
-
4,811
=
192
NSF
Page 35
70%
`
X
X
XXX
X
16x
XX
XXXX
X
XX
X
X
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
Clerk of Courts
Jail
District Attorney
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
Figy, Brian
Enil, Janice
Hernandez, Sherry
Inside Courtroom
Outside Courtroom
Roberts-Budiac, Maureen
1
1
1
1
NON Contact
COURT COMMISSIONER SUB-TOTALS
4
1051
3.2.6.07
1061
1049
1060B
1060A
3.2.6
1063
1050
1049A
1062
1066 & 1067
1064/1065
48 sf
Custom
Court Commissioner:
(Venture has her tallied in Circuit Courts) Roberts, Maureen
64 sf
COURT COMMISSIONER
ASSISTANT COURT COMMISSIONER (in HHS Building)
COURT REPORTER
JUDICIAL ASSISTANT
COURT COMMISSIONER CONFERENCE ROOM
COURT COMMISSIONER CONFERENCE ROOM
ASSISTANT COURT COMMISSIONER COURTROOM
COURT COMMISSIONER COURTROOM
COURT COMMISSIONER TOILET
WAITING AREA
STORAGE
ATTORNEY CONFERENCE
HOLDING CELLS (2)
X
X
200
0
100
50
66
60
1426
1475
30
80
36
50
0
500
0
100
100
120
120
1800
1500
50
80
36
120
0
225
225
120
100
120
120
1000
1500
50
80
50
120
120
286
346
100
48
66
60
1371
1494
31
70
37
51
109
286
150
100
48
66
60
1000
1494
31
70
37
51
109
DNSF SUBTOTALS
3,573
4,526
3,830
4,069
3,502
GROSSING FACTOR
1.35
1.35
1.28
1.28
0.84
4,824
6,110
4,902
5,208
2,942
4,526
-
3,573
=
953
NSF
3,502
-
4,069
=
-567
NSF
Page 36
-59%
X
X
X
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
All Courts
Clerk of Courts
Jail
64 sf
48 sf
Custom
District Attorney:
Schneider, Carrie (Private Office)
Kuepper, Carrie (Private Office)
Zhang, Kim (Private Office)
Buruin, Zak (Private Office)
Tombasco, Dan (Private Office)
Sargent, Kyle (Private Office)
Stertz, Chuck (Private Office)
Duros, Alex (Private Office)
Tempelis, Melinda (Private Office)
Glad, Darrin (Private Office)
Sager, Robert (Private Office)
Hahn, Peter (Private Office)
FUTURE 2016
Seidl, Jenny (Cubicle)
Kate (Cubicle)
Van Lieshout, Janet (Cubicle)
Vincent, Marjoree (Cubicle)
Hahn, Cherie (Cubicle)
Sauter, Jaime (Cubicle)
Maaltta, Lisa (Cubicle)
Still, Jennifer (Cubicle)
Newhouse, Barbara (Cubicle)
Thornton, Colleen (Cubicle)
FUTURE (4 Cubicles)
FUTURE (Private Office)
Sandy
Morrow, Jean (Cubicle)
Black, Paul (Private Office)
Flood, Bill (Private Office
Jens, Stephanie (Private Office)
McSherry, Jean (Private Office)
Stephanie, Emily (Private Office)
FUTURE 2016
Kim (Cubicle)
VACANT
VACANT
1
1
1
1
1
1
1
1
1
1
1
1
5
1
1
1
1
1
1
1
1
1
1
4
1
1
1
1
1
1
1
1
0
1
0
1
1018
1019
1006
1015
1022
1024
1014
1012
1020
1099
1023
1031
1021
1021
1021
1021
1021
1021
1021
1021
1010
1101
1004
1005
1009
10175
1004
1021
DISTRICT ATTORNEY
OFFICE SUPERVISOR
ASSISTANT DISTRICT ATTORNEY
DEPUTY DISTRICT ATTORNEY
ASSISTANT DISTRICT ATTORNEY (6 x 140 / 5 x 120)
LEGAL SECRETARY I
LEGAL SECRETARY I
LEGAL SECRETARY II
LEGAL SECRETARY II
LEGAL SECRETARY II
LEGAL SECRETARY II
LEGAL SECRETARY II
LEGAL SECRETARY II
PARALEGAL / LEGAL SECRETARY II
PARALEGAL / LEGAL SECRETARY II
LEGAL SECRETARY III (4 X 64) 2016
OFFICE INVESTIGATOR (2 X 140 / 1 X 120) 2016
PUBLIC SERVICE SPECIAL PROSECUTOR
RECORDS CLERK / RECEPTIONIST / REFERRAL FILES / SCANNER
SPECIAL INVESTIGATOR (with 2 or 3)
SPECIAL INVESTIGATOR
VICTIM WITNESS COORDINATOR
VICTIM WITNESS COORDINATOR should be private
VICTIM WITNESS SPECIALIST shared
VICTIM WITNESS STAFF ( 2 X 110 / 1 X 100)
DIVERSION COORDINATOR
SUMMER INTERNS (2 X 48)
YEAR ROUND INTERN (1 X 48) in public space
288
180
115
143
120
117
117
88
156
130
156
110
0
48
90
48
56
56
56
48
56
56
56
0
0
84
110
176
91
144
72
81
0
84
70
84
Page 37
300
180
140
140
140
140
140
140
140
140
140
140
840
64
100
64
64
64
64
64
64
64
64
256
280
140
64
180
140
144
120
120
220
64
96
96
300
150
120
120
120
120
120
120
150
120
120
120
600
64
100
64
64
64
64
64
64
64
64
256
120
120
100
150
120
150
120
120
100
100
0
48
271
153
113
81
126
108
97
97
133
142
133
110
0
48
90
48
56
56
56
48
56
56
56
0
0
84
160
152
64
140
92
74
0
64
70
84
300
150
120
120
120
120
120
120
150
120
120
120
600
64
100
64
64
64
64
64
64
64
64
256
120
120
100
150
120
150
120
120
100
100
0
48
X
X
X
X
X
X
X
X
X
X
X
X
5X
X
X
X
X
X
X
X
X
X
X
XXXX
X
X
X
X
X
X
X
X
X
X
X
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
(In hallway now)
ADJACENCIES:
1021
1011
3.2.6.11
3.2.6.10
1003
1025
1017
1003A
DISTRICT ATTORNEY SUB-TOTALS
41
COPIER AREA
COPIER ROOM / SUPPLY STORAGE / SERVER
STORAGE (Currently in Courtroom H)
STORAGE (Combine w/500)
WAITING
PUBLIC SERVICE SPACE / MEETING ROOM (14 staff once a week)
LUNCH AREA / MEETING ROOM (4-12)
MAIL AREA
SINK / COFFEE AREA
SUPPLY AREA
VICTIM WITNESS ROOM
VICTIM WITNESS TOILET
FILES
WAR ROOM (Confidential Files) - Meeting Room
500 sf
300 sf
Cap. 14+
Judges
63
180
288
112
144
320
187
120
48
115
144
0
0
0
70
300
500
0
200
360
180
120
50
0
200
50
250
180
64
300
500
0
200
300
225
120
50
0
150
0
250
225
63
123
282
96
113
313
166
0
0
0
112
0
0
0
64
300
500
0
200
300
225
120
50
0
150
0
250
225
DNSF SUBTOTALS
5,007
7,776
6,844
4,386
6,844
GROSSING FACTOR
1.35
1.35
1.405
1.352
1.405
6,759
10,498
9,616
5,930
9,616
7,776
-
5,007
=
2,769
NSF
6,844
-
4,386
=
2,458
NSF
Page 38
89%
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
911 Communications Center
Sheriff
64 sf
Emergency Management:
Van Schyndel, Lisa (Private Office)
(shared) Kieder, Paula
(shared) Hansen, Steve
(shared) Olson, Rob
FUTURE
FUTURE
CURRENTLY SHARED WITH SHERIFF TRAINING ROOM
1
1
1
1
1
1
G009
G006
G006
G006
G018
G017
CONFIRM SIZE
G035
See Shared Space Sheet
Currently part of staff space. Includes copier and shared resources.
Includes Outreach Area
Outdoors
G021
256
150
150
150
150
64
2000
240
200
120
320
120
600
0
225
150
120
120
120
64
2225
100
120
75
0
60
250
0
120
276
0
0
0
0
623
218
0
44
0
0
160
0
225
150
120
120
120
64
2225
100
120
75
0
60
250
0
0
0
0
0
0
400
600
0
0
0
DNSF SUBTOTALS
1,797
5,120
3,629
1,441
3,629
GROSSING FACTOR
1.35
1.35
1.277
1.166
1.277
2,426
6,912
4,634
1,680
4,634
5,120
-
1,797
=
3,323
NSF
3,629
-
1,441
=
2,188
NSF
LARGE STORAGE AREA
6
X
48
48
48
48
0
0
608
240
0
46
150
0
161
0
INTERNAL STORAGE (garage) heated storage shed (off site)
For Mobile Emergency Response Unit Trailer, and Portable Siren.
For Emergency Response Supplies that is Currently Stored in
Penthouse and Zebra 12.
EMERGENCY MANAGEMENT SUB-TOTALS
EMERGENCY MANAGEMENT DIRECTOR
DEPUTY EMERGENCY MANAGEMENT DIRECTOR
EP CRA PLANNER
EXERCISE & TRAINING COORDINATOR
EMERGENCY MANAGEMENT STAFF
COMMUNITY EMERGENCY RESPONSE TEAM VOLUNTEER
EMERGENCY OPERATIONS CENTER (EOC) (divisible) 1000 EA
EOC EXECUTIVE / POLICY MAKER CONFERENCE ROOM (county exec & 3 others)
EOC PUBLIC INFORMATION OFFICER ROOM (3/4 laptops / phone)
EOC STORAGE ROOM (tables)
BREAKROOM # ?
OFFICE PRINT & WORK AREA
OFFICE STORAGE AREA (currently in Corr Rm G021)
WORK VEHICLE PARKING SPACE
Page 39
66%
X
X
X
X
X
X
X
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
Family Court Program
Clerk of Courts
Sheriff's Dept. / Security Office
Child Support
64 sf
48 sf
Family Court Commissioner:
Mark
Roland, Richard
Hietpas, Becky
Koran, Cindy(Cubicle)
Mindy (Cubicle)
Vince, Christophe
1
1
1
1
1
1
1039
2011
1043A
1043A
1043A
2012
1042
(REVIEW AGAIN)
1043
FAMILY COURT COMMISSIONER SUB-TOTALS
6
FAMILY COURT COMMISSIONER
ASSISTANT FAMILY COURT COMMISSIONER (part time)
COURT REPORTER (shared)
JUDICIAL ASSISTANT / RECEPTIONIST (shared)
JUDICIAL ASSISTANT (shared)
VOLUNTEER COORDINATOR
ATTORNEY CONFERENCE ROOM (4 x 120 / 2 x 100)
FAMILY COURT COMMISSIONER'S COURTROOM
FAMILY COURT COMMISSIONER'S COURTROOM
FRONT ENTRANCE / LOBBY / COURTROOM WAITING AREA (2 x 140)
FAMILY COURT COMMISSIONER TOILET (2 x 50)
WORK / FILE STORAGE
X
250
0
96
0
0
0
0
390
0
100
0
0
500
500
120
120
120
120
480
1200
1200
280
100
0
225
120
64
64
64
48
200
1000
1000
280
0
100
270
0
115
0
0
0
0
393
0
94
0
0
225
120
64
64
64
48
200
1000
1000
280
0
100
DNSF SUBTOTALS
836
4,740
3,165
872
3,165
GROSSING FACTOR
1.35
1.35
1.38
1.06
1.38
1,129
6,399
4,368
924
4,368
4,740
-
836
=
3,904
NSF
3,165
-
872
=
2,293
NSF
Page 40
59%
X
X
X
X
X
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
Family Court Commissioner
Clerk of Courts
Circuit Courts
Child Support
Family Court Program:
Barczak, Barbara (Private Office)
Rendall, Heidi (Private Office)
Knutson, Eric (Private Office)
Van Dyke, Amanda (Private Office)
Schroth, Paul (Private Office)
Schroeder, Lynn (Private Office)
Krause, Kathy (Private Office)
FUTURE 2030
ideally share with F.C.C.
1
1
1
1
1
1
1
3.3.1.05
3.3.1.03A
3.3.1.21
3.3.1.07
FUTURE 2020
FUTURE 2020
FAMILY COURT PROGRAM SUB-TOTALS
3.3.1.14
3.3.1.18
3.3.1.16
3.3.1.15
3.3.1.17
3.3.1.19
3.3.1.06
7
DIRECTOR / SUPERVISOR FAMILY COURT PROGRAM
PROFESSIONAL COUNSELOR IV / MEDIATION ROOM
PROFESSIONAL COUNSELOR V
PROFESSIONAL COUNSELOR V
SOCIAL WORKER V
SOCIAL WORKER V
CLERK / TYPIST III / RECEPTIONIST
MEDIATOR / EVALUATOR (FULL TIME) (works part time)
MAIN RECEPTION / WAITING AREA (10 with separation space)
SECOND WAITING ROOM (6 occupants)
FILE ROOM
WORK AREA
MEDIATION ROOM
MEDIATION ROOM
X
102
122
97
95
92
99
100
0
221
52
68
82
0
0
150
120
120
120
120
120
100
120
300
120
100
120
150
150
225
120
120
120
120
120
100
0
200
120
100
100
150
150
104
91
109
93
84
88
85
0
161
38
43
63
0
0
225
120
120
120
120
120
100
0
200
120
100
100
150
150
DNSF SUBTOTALS
1,130
1,910
1,745
959
1,745
GROSSING FACTOR
1.35
1.35
1.429
1.37
1.429
1,526
2,579
2,494
1,314
2,494
1,910
-
1,130
=
780
NSF
1,745
-
959
=
786
NSF
Page 41
101%
X
X
X
X
X
X
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Courts
Register in Probate:
Lutz, Sue (Private Office)
Wilharms, Lisa (Cubicle)
Busse, Lynn (Cubicle)
Susan (Cubicle)
FUTURE
1
1
1
1
1
1.1.1.20
1.1.1.09
1.1.1.09
1.1.1.09
1.1.1.09C
1.1.1.09B
1.1.1.09A
FUTURE
FUTURE (shared space)
REGISTER IN PROBATE SUB-TOTALS
5
PROBATE REGISTRAR
DEPUTY PROBATE REGISTRAR
DEPUTY PROBATE REGISTRAR
PROBATE CLERK
PROBATE CLERK (within 5 years)
FILING AREA (HD Files)
H.D. KICHENETTE/FILE/SMALL STORAGE CLOSET
WAITING AREA / FRONT COUNTER
SAFE (Fire Proof)
CONFERENCE ROOM (sharing is OK)
long term storage in Shared Area (Basement with D.A.)
X
190
45
54
45
0
315
73
51
0
0
300
48
48
48
48
500
80
120
60
120
225
48
48
48
48
400
50
120
60
0
189
48
48
48
0
204
82
51
0
0
225
48
48
48
48
400
50
120
60
0
DNSF SUBTOTALS
773
1,372
1,047
670
1,047
GROSSING FACTOR
1.35
1.35
1.59
1.642
1.59
1,044
1,852
1,665
1,100
1,665
1,372
-
773
=
599
NSF
1,047
-
670
=
377
NSF
Page 42
63%
X
X
X
X
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
SPACE TITLE
VENTURE
EXISTING
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
ADJACENCIES:
Sheriff Off-Site:
Gehring, Brad (Private Office)
Kiesner, Dave (Private Office)
Besaw, Corey (Private Office)
Doerfler, Lisa (Private Office)
Jobe Michael (Private Office)
Leski, Donna (Private Office)
Proietti, Chris (Private Office)
Hammen, Terry (Private Office)
Borman (Private Office)
Lee (Private Office)
Linskens (Private Office)
Oligney (Private Office)
Fitzpatrick (Private Office)
Hammen, Chris (Private Office)
Future 2016
Future 2020
Future 2030
Future 2030
Future 2030
Future 2030
Hollman (Private Office)
Sykes, Missy (Private Office)
Future 2020
Schultz, Janet (Private Office)
(cubicles)
Future 2016
Future 2020
Future 2030
Future 2020
Future 2030
(currently shared with E.O.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
0
0
0
0
1
1
1
1
1
1
1
1
1
1
5
1
1
0
0
0
1036
1032
G006
1030
1029
1027
G012
G013
G014
G014
G014
G079
G005
G004
G014
G026
G020
G003
G039
G021
G021
1037
G018
G081
G015
G016
FUTURE
FUTURE
G038/G040
G019
G078
G041
G074
SHERIFF w/ closet (36)
CAPTAIN (Jail) (Will Move To Jail) (no longer part of project)
CAPTAIN (Patrol)
ACCOUNTANT
UNDERSHERIFF
SECRETARY
LIEUTENANT (Patrol)
LIEUTENANT (investigations)
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
INVESTIGATOR
MANAGEMENT ASSISTANT
CIVIL PROCESS
STAFF SERGEANT 1 6 SERGEANTS (6 X 64)
STAFF SERGEANT 2
STAFF SERGEANT 3
STAFF SERGEANT 4
STAFF SERGEANT 5
STAFF SERGEANT 6
RECORDS MANAGEMENT CLERK (5 x 48)
RECORDS MANAGEMENT CLERK
OFFICE / COMPUTER TERMINAL
OFFICE / COMPUTER TERMINAL
SHERIFF CONFERENCE ROOM
TRAINING ROOM
CONFERENCE ROOM (off lobby)
INTERVIEW ROOM (recording)
INTERVIEW ROOM (recording)
INTERVIEW ROOM (softer couch) RECORDING
INTERVIEW ROOM EQUIPMENT ROOM
SQUAD ROOM (51 officers 24/7) 4 complete terminals
BREAKROOM
EVIDENCE /DROP OFF (Combine Under Secure Evidence)
EVIDENCE LAB (Combine Under Secure Evidence)
SECURE EVIDENCE STORAGE / PROCESSING
340
204
196
204
238
110
117
117
110
136
104
0
0
0
962
0
0
0
0
0
136
160
0
136
294
0
0
0
0
0
759
0
0
0
0
0
238
608
110
63
63
0
0
888
160
380
112
623
Page 43
270
200
200
200
240
120
200
200
120
120
120
0
0
0
962
120
120
120
120
102
140
400
0
140
400
0
0
0
0
0
240
120
120
120
120
102
400
0
110
63
63
120
100
888
160
120
120
2500
225
0
225
150
225
120
150
150
120
120
120
120
120
120
120
120
0
0
0
0
150
150
120
150
384
0
0
0
0
0
240
48
48
0
120
0
350
1200
110
65
65
120
100
700
200
0
0
2500
355
0
192
174
241
107
117
111
110
136
104
108
118
105
0
0
0
0
0
0
136
181
0
140
296
0
0
0
0
0
240
48
0
0
0
0
224
621
105
64
62
0
0
826
153
115
110
422
225
0
225
150
225
120
150
150
120
120
120
120
120
120
120
120
0
0
0
0
150
150
120
150
384
0
0
0
0
0
240
48
48
0
120
0
350
1200
110
65
65
120
100
700
200
0
0
2500
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
6X
5X
X
X
X
X
X
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
G076
G080
1028
FUTURE
FUTURE
1026A
SHERIFF OFF-SITE SUB-TOTALS
33
ARMORY
STORAGE (Records)
STORAGE (Combine Under 900 Storage)
CLERICAL STORAGE (Combine Under 900 Storage)
FIRST FLOOR STORAGE (Combine Under 900 Storage)
CONFERENCE ROOM (INVESTIGATING)
CONFERENCE ROOM (was shared with EM as G017) NOT NEEDED
WORK ROOM
STORAGE (new)
500 sf
300 sf
Cap. 14+
Judges
96
100
120
32
189
123
48
0
0
0
0
200
500
0
0
200
123
48
200
0
0
0
200
900
0
0
0
0
0
225
0
160
0
98
109
120
32
189
108
50
0
0
0
55
200
900
0
0
0
0
0
225
0
160
0
DNSF SUBTOTALS
8,276
11,351
10,510
6,482
10,510
GROSSING FACTOR
1.35
1.35
1.60
1.579
1.60
11,173
15,324
16,816
10,235
16,816
11,351
-
8,276
=
3,075
NSF
10,510
-
6,482
=
4,028
NSF
Page 44
131%
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
64 sf
48 sf
Custom
ADJACENCIES:
Sheriff Justice Center:
Rataczak,Mindy (Private Office)
Adj to 1st Fl. Security; 1 Desk for Patrol Sargent / 1 Desk for CJU
SHERIFF JUSTICE CENTER SUB-TOTALS
1
1
2
1
1
1
1
1
1
1
1
1
1
14
JAIL CLERK (3rd Floor JC no longer in project)
FORMER SGTS OFFICE (used as office on First Floor for Jail Capt & LT's / Public)
1026
CRIMINAL JUSTICE UNIT 1 - FULL TIME Criminal Justice Units Place by Screening
CRIMINAL JUSTICE UNIT 2 - FULL TIME
CRIMINAL JUSTICE UNIT 3 - PART TIME
G017
CONFERENCE ROOM
G044
FITNESS ROOM
G027/28/31 LOCKER ROOM (Male)
G029 & G033 LOCKER ROOM (Female)
FAMILY VIDEO VISITATION (waiting, restrooms & booths)
240
0
300
0
0
0
0
0
0
0
0
0
0
240
650
667
220
0
180
0
400
0
0
0
0
0
0
0
0
0
0
240
650
667
220
0
0
0
300
0
0
0
0
0
0
0
0
0
0
240
650
667
220
400
0
0
158
0
0
0
0
0
0
0
0
0
0
219
617
763
334
0
0
150
300
0
0
0
0
0
0
0
0
0
0
240
617
763
334
400
DNSF SUBTOTALS
2,317
2,357
2,477
2,091
2,804
GROSSING FACTOR
1.35
1.35
1.60
1.58
1.60
3,128
3,182
3,963
3,304
4,486
2,357
-
2,317
=
40
NSF
2,804
-
2,091
=
713
NSF
Page 45
1783%
CLOSED OFFICES
REMARKS / FULL NAME
STAFF
ROOM
NUMBER
VENTURE
EXISTING
SPACE TITLE
VENTURE
PROPOSED
McM OFFICE
STANDARDS
McM EXISTING
McM
PROPOSED
ADJACENCIES:
500 sf
300 sf
Cap. 14+
Judges
WORK STATIONS
225 sf
150 sf
120 sf
100 sf
Cap. 7
Cap.5
Cap. 4
Cap. 3
Cap. 3
Sheriff
Dept Head
Jail
Circuit Courts
Clerk of Courts
District Attorney
64 sf
48 sf
Criminal Justice Treatment
Services
Betrone, Bernie (Private Office)
Robinson, Beth (Private Office)
Phillip, Jon (In Jail)
Carpenter, Tim (Private Office)
Grossmann, Shauna (Private Office)
Wondra, Amy (Private Office In Jail)
Walton, Derreka (Private Office In Jail)
Seefeldt, Tabitha
Matthison, Deena (In Jail)
Butler, Erica (Cubicle)
Tepolt, Michelle (Cubicle)
FUTURE
FUTURE
FUTURE
FUTURE
FUTURE
FUTURE
1
1
1
1
1
1
1
1
1
1
1
110
108
109a
109b
002b
in 102
in 102
1
1
1
1
1
1
1
1
FUTURE
FUTURE
Wells, John
Downstairs
Downstairs
1
008A
008
009
109
Kraemers, Anne
1
002A
002B
110A
102A
002C & 003
CRIMINAL JUSTICE TREATMENT SERVICES SUB-TOTALS
21
DIRECTOR
ALTERNATIVE TREATMENT COORDINATOR (Deputy Director)
EDUCATION COORDINATOR
PROGRAM SPECIALIST
PROGRAM SPECIALIST
RESOURCE SPECIALIST
RESOURCE SPECIALIST
SENIOR CLERK
CLERK III
TYPIST III
TYPIST III
DATA ANALYST
COMMUNITY SUPERVISOR PROGRAM SPECIALIST (2020)
COMMUNITY SUPERVISOR PROGRAM SPECIALIST (2020)
INTERN / VOLUNTEER
INTERN / VOLUNTEER
INTERN / WORK STUDIES
INTERN / WORK STUDIES
JUSTICE SUPPORT STAFF
GPS STAFF
PRETRIAL CASE MANAGER
RISK / NEEDS ASSESSOR
KITCHENETTE (Ref & Coffee)
NEED TREATMENT ROOM - 15 PEOPLE / CONFERENCE ROOM
COPIER AREA
DAY REPORT CENTER
DAY REPORT COUNSELOR'S OFFICE
DAY REPORT SAFE EXCHANGE (Family Court Commissioner Function)
FILE ROOM (could be locked file cabinets)
WAITING ROOM (for 7-10 people)
DRUG TEST TOILET ROOM
STORAGE
X
150
117
0
85
85
0
0
30
0
70
55
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
72
522
105
0
126
252
70
126
0
0
300
100
0
100
100
0
0
64
0
64
64
100
100
100
64
64
64
64
0
0
0
0
0
0
0
0
0
100
80
600
120
300
150
300
150
200
0
0
225
150
0
100
100
0
0
64
0
64
64
100
100
0
48
64
48
48
48
48
48
100
100
100
100
100
0
100
40
400
120
0
0
100
100
180
50
150
163
89
0
88
88
0
0
64
0
64
64
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
64
45
556
94
0
129
210
102
90
0
120
225
150
0
100
100
0
0
64
0
64
64
100
100
0
48
64
48
48
48
48
48
100
100
100
100
100
0
100
40
400
120
0
0
100
100
180
50
150
DNSF SUBTOTALS
1,865
3,348
3,059
2,030
3,059
GROSSING FACTOR
1.35
1.35
1.522
1.533
1.522
2,518
4,520
4,656
3,112
4,656
3,348
-
1,865
=
1,483
NSF
3,059
-
2,030
=
1,029
NSF
Page 46
69%
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
Custom
Appendix D
Outagamie County
Office Standards
Presentation Title
OUTAGAMIE COUNTY, WISCONSIN
OC
Office Standards
Goals
•To standardize the procurement, storage, and installation of
furniture and systems furniture used in offices, cubicles,
conference rooms, and other public/private spaces.
•To standardize size of spaces to accommodate intended
capacity of occupants and need for storage
•To facilitate move management by standardizing spaces for
specific job descriptions. For example: Typically
Judges Chambers – 500 SF
Head of Department/Division – 225 SF
Closed Offices – 100-120 SF
Open Cubicles – 48-64 SF
P.2
Presentation Title
SYSTEMS FURNITURE
48 SF WORKSTATION
TYPICAL COMPONENTS:
 Enclosure – 51“H panels with
tackable acoustical material and
12”H glass screen at top
 Worksurface – 14 LF of laminate
worksurface
 Storage units:
• Under worksurface file cabinet
with (2) 6” drawers and (1) 12”
drawer
• (1) Storage tower
6’-0” x 8’-0”
 Accessories:
• Tasklight
• Computer stand
 Ergonomic Task Chair
BUDGET COST/WORKSTATION: $5,000
P.3
Presentation Title
SYSTEMS FURNITURE
64 SF WORKSTATION
TYPICAL COMPONENTS:
 Enclosure – 51“H and 65”H
panels with tackable acoustical
material
 Worksurface – 20 LF of laminate
worksurface
 Storage units:
• Overhead
drawer
• (2) 2-drawer lateral files
8’-0” x 8’-0”
 Accessories:
• Tasklight
• Computer stand
BUDGET COST/WORKSTATION: $6,000
P.4
Presentation Title
CLOSED OFFICE
100 SF OFFICE
TYPICAL COMPONENTS:
 Metal Desk – 11 LF of laminate
worksurface
 Storage units:
• Freestanding return with (1) file
drawer and (2) shelves w/doors
 Accessories:
10’-0” x 10’-0”
• Tasklight
• Computer stand
 (2) Guest Chairs
BUDGET COST/OFFICE: $3,500
P.5
Presentation Title
CLOSED OFFICE
120 SF OFFICE
TYPICAL COMPONENTS:
worksurface
 Storage units:
drawer
• (1) 2-drawer lateral file
• (3) Overhead shelves w/doors
10’-0” x 12’-0”
 Accessories:
• Tasklight
P.6
Presentation Title
CLOSED OFFICE
150 SF OFFICE
TYPICAL COMPONENTS:
worksurface
 Storage units:
10’-0” x 15’-0”
• Under worksurface file cabinet with (2) 6”
drawers and (1) 12” drawer
• (1) 2-drawer lateral file
• (3) overhead shelves w/doors
 Accessories:
• Tasklight
 (1) Conference Table
P.7
Presentation Title
CLOSED OFFICE
225 SF OFFICE
TYPICAL COMPONENTS:
 Metal Desk – 17 LF of laminate worksurface
 Storage units:
drawers
• (1) 2-door tower with (2) lateral files
• (2) Overheads with a shelf and (2) doors
• (2) Open shelves
15’-0” x 15’-0”
 Accessories:
• Tasklight
• Computer stand
 (2) 3 Guest Chairs
P.8
Presentation Title
CLOSED OFFICE
300 SF OFFICE
TYPICAL COMPONENTS:
worksurface
 Storage units:
drawers
• (1) 2-door tower with (2) lateral files
• (2) Overheads with a shelf and (2) doors
15’-0” x 20’-0”
 Accessories:
• Tasklight
• Computer stand
P.9
Presentation Title
CLOSED OFFICE
500 SF OFFICE
TYPICAL COMPONENTS:
 Wood Casegoods – 18 LF of laminate
worksurface
 Storage units:
• (2) 2-drawer lateral files
• (1) Storage tower
 Accessories:
• Tasklight
• Computer stand
20’-0” x 25’-0”






Ergonomic Task Chair
(1) Conference Table
(8) Guest Chairs
(2) Lounge Chairs
(1) 3-Seat Sofa
(2) Occasional Tables
P.10
Presentation Title
CONFERENCE ROOM
100 SF CONFERENCE ROOM
TYPICAL COMPONENTS:
 (1) 42” Round Table
 (4) Padded Conference Chairs
similar to KI C768
BUDGET COST/CONFERENCE ROOM: $2,500
10’-0” x 10’-0”
P.11
Presentation Title
CONFERENCE ROOM
120 SF INTERVIEW ROOM
TYPICAL COMPONENTS:
 (1) 54” X 78” Conference Table
 (5-6) Padded Conference Chairs
similar to KI C768
10’-0” x 12’-0”
P.12
Presentation Title
CONFERENCE ROOM
TYPICAL COMPONENTS:
 (1) 42” x 78” Conference Table
similar to KI C768
10’-0” x 15’-0”
P.13
Presentation Title
CONFERENCE ROOM
TYPICAL COMPONENTS:
 (1) 5’ x 5’ Conference Table
similar to KI C768
15’-0” x 15’-0”
P.14
Presentation Title
CONFERENCE ROOM
TYPICAL COMPONENTS:
 (1) 5’ x 9’ Conference Table
similar to KI C768
15’-0” x 20’-0”
P.15
Presentation Title
CONFERENCE ROOM
TYPICAL COMPONENTS:
 (6) 24” x 60” Conference Tables
 (14) Conference Chairs
20’-0” x 25’-0”
P.16
Appendix E
Move Management
OUTAGAMIE COUNTY
O0002-16-00113
June 8, 2016
MOVE MANAGEMENT PLAN
The intent of this Section is to establish a plan for the temporary relocation of County Departments / Division as we proceed through construction. All
Departments will be in full operation during construction.
The move management plan, as presented below, is organized by Department rather than a schedule to more clearly define which Departments are
affected by the construction. The basic premise will be to leave Departments in place as long as possible to avoid costly relocation costs. This will most
likely extend the project construction time with an initial phase for the construction of the addition and then a second phase for renovation of existing
building once several Departments move into the addition.
STAFF
COMMENTS
DEPARTMENT
14
HHS - ADMINISTRATION
Stay in place - Added program moves into vacated Fiscal.
37
HHS - ALTS / ADRC
Stay in place until addition is complete.
23
HHS - CHILD SUPPORT
Temporary relocate into vacated South Building while renovation of North Building is done.
67
HHS - CHILD, YOUTH, FAMILIES
82
HHS - ECONOMIC SUPPORT
15
HHS - FISCAL
Stay in place until renovation is complete, then renovate space for Administration.
97
HHS - MENTAL HEALTH / AODA
39
HHS - PUBLIC HEALTH / WIC
Temporary relocate into vacated South Building while renovation of North Building is done.
9
CORONER
No move.
7
CORPORATION COUNSELOR
No move.
3
COUNTY CLERK
No move.
4
COUNTY EXECUTIVE
No move.
13
FINANCIAL SERVICES
No move.
8
HUMAN RESOURCES
No move.
4
LEGISLATIVE SERVICES / COUNTY BOARD
No move.
20
MANAGEMENT INFORMATION SERVICES
Stay in place until renovation of old WIC / ADRC is complete.
7
PLANNING
No move.
9
REGISTER OF DEEDS
No move.
6
TREASURER
No move.
7
VETERAN'S SERVICES
Stay off site until renovation of old Crisis space is complete.
5
ZONING
No move.
23
CIRCUIT COURTS
Reschedule Court #3 until renovation is complete.
31
CLERK OF COURTS
No move.
4
COURT COMMISSIONER
No move.
21
CRIMINAL JUSTICE TREATMENT SERVICES
Stay off site until addition is complete.
41
DISTRICT ATTORNEY
Stay in place until Sheriff moves off site, then temporarily relocate into South Building.
6
EMERGENCY MANAGEMENT
Stay in place until Sheriff moves off site, then temporarily move into adjacent vacated area.
6
7
FAMILY COURT PROGRAM
5
REGISTER IN PROBATE
Stay in place until addition is complete, then convert space to conference room.
X
SHERIFF - OFF SITE
Move Sheriff LEC off site when new Sheriff LEC is complete.
X
SHERIFF - ON SITE
Jail spaces in Justice Center basement stay the same (slight renovation).
Appendix F
Project Budget
OUTAGAMIE COUNTY
O0002-6-16-00113.02
June 15, 2016
PROJECT BUDGET
The following three sheets relate to the initial costs of the project. In addition, there are ongoing yearly utility and
maintenance costs itemized below. The numbers represent the aveage expenses per office rentable square foot for a facility
located in a downtown setting. The office rentable square footage is 71,400 SF.
* Average utility expense (2016) is $2.72 x 71,400 SF =
$194,208
* Average repair/maintenance expenses (2016) is $2.60 x 71,400 SF =
$185,640
The rate of change beyond 2016 is 6.4% for average utility expense and 5% for average repair/maintenance expense.
ID: Projects\61600113\PreDesign\OC Project Budget
OUTAGAMIE COUNTY
O0002-6-16-00113.02
June 15, 2016
Project Related Costs
Component
Area
Site Development
Downtown
Comments
$1,200,000
See Attachment "A"
$15,179,325
3-story, no basement ($175/sf), Precast on steel frame, 28,913
sf/floor
New Construction
Addition
86,739
Poor Soils
$400,000
Remodeled Construction
Existing Justice Center
Court #3/EM/DA
16,331
$1,633,100
Existing CAB
9,878
$987,800
Existing HHS North
31,227
$1,650,000
CONSTRUCTION COST
$21,050,225
Design & Construction Contingency @ 10%
$2,105,023
TOTAL
$23,155,248
Escalation to mid 2018 5%
$1,157,762
TOTAL CONSTRUCTION COST
OTHER COSTS
Vacated Sheriff Space – Ground Floor: EM;
1st Floor: DA; 2nd Floor: Courtroom #3 ($100/sf)
Level 1 MIS & Veteran Services Level 3 Admin
Renovation ($100/sf)
31,227 North, $100/sf
53% of 31,227 = 16,500
$24,313,010
(See Attachment B)
Furniture*
$1,702,000
Additional Downtown Costs
$1,282,600
Electronic Security Allowances
$500,000
Central Chiller Premium Allowances
$100,000
Subtotal
TOTAL CONSTRUCTION & OTHER COSTS
$3,584,600
$27,897,610
* Includes new furnishings for approximately 2/3 of the Downtown program spaces. The remaining 1/3 to be reuse of existing.
ID: Projects\61600113\PreDesign\OC Project Related Costs - No Sheriff
Attachment "A"
COST ESTIMATE WORKSHEET
SITE DEVELOPMENT
CLIENT
PROJECT NAME
McM PROJECT No.
DATE
Outagamie County
P.M.
Buiding Pre-Design Services
S Elm/7th Streets, Appleton Wisconsin
6/3/2016
MJM
O0002-6-15-00113
ITEM
No.
DESCRIPTION
ESTIMATED
QUANTITY
UNIT
UNIT PRICE
(Labor & Matl.)
ESTIMATED AMOUNT
1 8" Sanitary Sewer
870.0
LF
$55.00
$47,850.00
2 Sanitary Sewer Casing Pipe
100.0
40.0
30.0
825.0
300.0
100.0
3.0
1.0
1.0
1.0
3.0
Lf
VF
LF
LF
LF
LF
Each
Each
Each
Each
Each
$35.00
$250.00
$55.00
$130.00
$50.00
$55.00
$6,000.00
$2,500.00
$3,500.00
$3,800.00
$5,000.00
$3,500.00
$10,000.00
$1,650.00
$107,250.00
$15,000.00
$5,500.00
$18,000.00
$2,500.00
$3,500.00
$3,800.00
$15,000.00
1.0
Lump Sum
$2,500.00
$2,500.00
2.0
1607.1
11428.3
14400.0
300.0
4.0
10.0
252.8
80.0
6980.0
Lump Sum
Tons
Sq Yd
Sq Ft
LF
Each
VF
Sq Yard
LF
Sq foot
$1,000.00
$12.00
$1.25
$12.00
$55.00
$1,200.00
$235.00
$55.00
$30.00
$4.50
$2,000.00
$19,285.06
$14,285.42
$172,800.00
$16,500.00
$4,800.00
$2,350.00
$13,902.78
$2,400.00
$31,410.00
6.0
Each
1503.6
Tons
7133.3
Tons
985.0
LF
1.0
LF
300.0
LF
2.0
Each
1450.0
SY
1.0 Lump Sum
1.0 Lump Sum
1.0 Lump Sum
1.0 Lump Sum
$225.00
$60.00
$9.50
$11.00
$1,500.00
Subtotal
Contingency
$1,350.00
$90,216.00
$67,766.67
$10,835.00
$1,500.00
$5,760.00
$1,500.00
$4,350.00
$3,000.00
$3,500.00
$30,000.00
$80,000.00
$0.00
$0.00
$0.00
$0.00
$0.00
$815,560.92
$384,439.08
TOTAL
$1,200,000.00
3 4' Diameter Sanitary Sewer Manholes
4 6" Sanitary Lateral
5 16" Water Main
6 Water Main Casing Pipe (for 16")
7 8" Water Main
8 16" Valve
9 8" Valve
10 Direct Tap 8" Service
11 Cut in 16" x 16" Tee
12 Hydrant and Auxillary Valve
13 Make Connection to Ex. 16" Water Main
14 Plug and Block 16" Water Main
15 Excavation
16 Pulverize Ex Pavement
17 Permeable Pavers (Paver, base, underdrain)
18 Storm Sewer
19 Storm Sewer Inlets
20 Storm Sewer Manholes
21 Pavement Repair on 8th Street for WM Connection
22 Curb and Gutter Remove and Replace
23 Sidewalk
24 Truncated Domes
25 Asphalt (Parking Lot, 3.5 Inches)
26 Base Aggregate Dense, 12"
27 Curb and Gutter
28 Striping
29 Abandon Sanitary Sewer
30 Abandon Sanitary Sewer Manholes
31 Restoration
32 Erosion Control Practices
33 Traffic Control
34 Demolition of 227 South Walnut
35 Rebuild Parking Lot
$19.20
$750.00
$3.00
$3,000.00
$3,500.00
$30,000.00
$80,000.00
McMAHON
Street Address: 1445 McMAHON DRIVE / Mailing: P.O. BOX 1025 - NEENAH, WI 54956 / 54957-1025
W:\PROJECTS\O0002\61600113\Pre-Design\OC Civil Cost Estimate
PH. 920.751.4200 / FX. 920.751.4284
6/15/2016
Attachment "B"
OUTAGAMIE COUNTY
O0002-6-16-00113.02
June 15, 2016
OTHER COSTS
FURNITURE
Downtown Campus
$2,682,000
Subtotal (all new) $2,682,000
Modified per Budget (Reuse 1/3 Existing Downtown Furniture)
$1,702,000
ADDITIONAL DOWNTOWN CAMPUS BUILDING COSTS
Courtroom Technology:
Electronic Security Allowance
$8,000
Bullet Resistant Construction Allowance
$8,000
Sound System Allowance
$5,000
Audio Visual Allowance
$8,000
Premium for Courtroom Built-Ins
4
$50,000
$200,000
Generator for Building:
1
$125,000
$125,000
Added Complexity-Floor Level Changes Allowance:
Window Blinds:
Break Area Appliances:
$100,000
320
$180
$57,600
5
$2,600
$13,000
Folding Panel Partition Allowance:
$50,000
Corner Protection Allowance:
$15,000
Marker Boards:
50
$600
$30,000
Wayfinding
90
$300
$27,000
Room
600
$30
$18,000
Signage:
Building Directory Allowance
$20,000
Exterior Allowance
$30,000
Conference Room Audio Visual:
16
$8,000
Telephone Allowance:
Data Infrastructure (400 people):
$128,000
$40,000
400
$1,000
$400,000
Subtotal $1,282,600
$1,282,600
ELECTRONIC SECURITY ALLOWANCE
$500,000
$500,000
CENTRAL CHILLER PREMIUM ALLOWANCE
$100,000
$100,000
ID: Projects\61600113\PreDesign\OC Other Costs - No Sheriff
Appendix G
Code Analysis
OUTAGAMIE COUNTY DOWNTOWN CAMPUS
CODE ANALYSIS
PROJECT NUMBER O0002 6-15-00113
JUNE, 2016
CODE REQUIREMENTS
APPLICABLE CODES
1. 2009
2. 2009
3. 2009
4. 2007
5. 2013
6. 2009
7. 2009
8. 2009
9. 2008
10. 2006
11. 2003
INTERNATIONAL EXISTING BUILDING CODE (IBC) W/ STATE AMENDMENTS
INTERNATIONAL BUILDING CODE (IBC) W/ STATE AMENDMENTS
INTERNATIONAL FIRE CODE (IFC) W/ STATE AMENDMENTS
NFPA 13 & 72 FIRE ALARM & SPRINKLER
WI ADMIN CODE, SAFETY AND PROF SERVICES, PLUMBING, Chap SPS 381-387
INTERNATIONAL MECHANICAL CODE (IMC) W/ STATE AMENDMENTS
INTERNATIONAL FUEL GAS CODE (IFGC) W/ STATE AMENDMENTS
INTERNATIONAL ENERGY CONSERVATION CODE (IECC) W/ STATE AMENDMENTS
NATIONAL ELECTRICAL CODE (NEC) W/ STATE AMENDMENTS
NFPA 101 (LIFE SAFETY CODE)
ANSI A117.1 ACCESSIBILITY CODE
TECHNICAL CONTACT
a. STATE CODE REVIEWER:)
1 920 492-6500 jason.
b. APPLETON FIRE DEPARTMENT REVIEWER,
1 920 832-5816
GENERAL LIFE/SAFETY OVERVIEW
THE PROPOSED PROJECT IS THE THREE STORY ADDITION TO THE FIVE STORY JUSTICE
CENTER AND THE NORTH BUILDING OF THE HHS COMPLEX. THERE IS NO BASEMENT.
THE INTENT OF THE PROPOSED PROJECT IS TO CONNECT THE EXISTING JUSTICE
CENTER TO THE HHS NORTH BUILDING THUS CONNECTING ALL FOUR BUILDING INTO
ONE COMPLEX.
THE STRUCTURE OF THE ADDITION WILL BE A STEEL FRAMED BUILDING WITH BRICK
OVER CMU BACK-UP ENCLOSURE WALLS.
Page
1
THE TYPE OF CONSTRUCTION WILL BE TYPE IIB
SUMMARY OF BUILDING DESIGN DATA
JUSTICE CENTER
THIS IS AN EXISTING 5 STORY BUILDING THAT PROBABLY IS A IB TYPE OF
CONSTRUCTION DUE TO ITS I-3 OCCUPANCY AND HEIGHT.
THE BUILDING IS PROVIDED WITH A FULLY AUTOMATED SPRINKLER SYSTEM
HHS NORTH
THIS IS AN EXISTING 3 STORY BUILDING THAT IS A IIB TYPE OF CONSTRUCTION
THE BUILDING IS NOT SPRINKLERED
ADDITION
THIS BUILDING COULD BE EITHER A IIB TYPE OF CONSTRUCTION WITH A 2 HR FIRE
WALL BETWEEN BOTH THE JUSTICE CENTER AND THE HHS NORTH BUILDING OR A IB
TYPE OF CONSTRUCTION AND TREATED AS AN ADDITION TO THE JUSTICE CENTER.
THE ENTIRE ADDITION WILL BE PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM IN
ACCORDANCE WITH SECTION 903.3.1.1 OF THE IBC
CHAPTER 3: USE AND OCCUPANCY CLASSIFICATIONS
302.0 OCCUPANCY
303
A-2
303
A-3
304
B
311
S-1
CLASSIFICATIONS
ASSEMBLY – BREAKROOM
ASSEMBLY – COURTROOM/MEETING ROOM
BUSINESS
MODERATE-HAZARD STORAGE – FILES IN CARDBOARD BOXES
CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS
502.1 DEFINITIONS
AREA, BUILDING
THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS EXCLUSIVE OF
VENT SHAFTS AND COURTS. IF AN AREA DOES NOT HAVE EXTERIOR WALLS BUT
IS INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR
ABOVE, IT SHALL BE INCLUDED IN THE BUILDING AREA.
TABLE 503 ALLOWABLE HEIGHTS AND BUILDING AREAS
Page
2
BUILDINGS ARE TO BE REVIEWED AS TYPE IIB, NON-SEPARATED OCCUPANCY BUILDINGS
CONSTRUCTION TYPE IIB : TABULAR ALLOWANCES
GROUP
AREA
STORIES
HEIGHT
A-2
9,500
2
55
A-3
9,500
2
55
B
23,000
3
55
S-2
26,000
3
55
504 : BUILDING HEIGHT
504.2 AUTOMATIC SPRINKLER SYSTEM INCREASE
WHEN BUILDING IS PROVIDED WITH AN AUTOMATIC SPRINKLER SYSTEM THE
HEIGHT OF THE BUILDING CAN BE INCREASED 20’ AND A STORY MAY BE ADDED.
506 BUILDING AREA MODIFICATIONS
506.2 FRONTAGE INCREASE
(NOT REQUIRED FOR THIS PROJECT)
506.3 AUTOMATIC SPRINKLER SYSTEM INCREASE
WHERE AN AUTOMATIC SPRINKLER SYSTEM IS PROVIDED PER 903.3.1.1 THE
TABULATED AREA IS PERMITTED TO BE INCREASED BY AN ADDITIONAL 200% PER
FLOOR FOR A BUILDING MORE THAN 1 STORY ABOVE GRADE PLANE. THIS
INCREASE IS IN ADDITION TO THE HEIGHT AND STORY INCREASE.
508 MIX USE AND OCCUPANCY
508.2 ACCESSORY OCCUPANCIES
508.2.1 AREA LIMITATION
AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10%
OF THE BUILDING AREA OF THE STORY IN WHICH THEY ARE LOCATED AND
SHALL NOT EXCEED THE TABULAR VALUES IN TABLE 503. (CAFE IS LESS THAN
10% OF SF ON FIRST FLOOR (4,280 SF) AND IS LESS THAN ALLOWABLE AREA
FOR A-2 IN TABLE 503 (9,500 SF) AND IS ACCESSORY TO B.)
Page
TABLE 508.2.5 INCIDENTAL ACCESSORY OCCUPANCIES
3
TABLE 508.2.5 INCIDENTAL USE AREAS SHALL BE SEPARATED OR PROTECTED OR BOTH
IN ACCORDANCE WITH TABLE 508.2.5
ROOM OR AREA
SEPARATION
FURNACE ROOM WHERE EQUIPMENT IS
OVER 400,000 PER HOUR
BOILERS OVER 15 PSI AND 10 HORSE
POWER
STORAGE ROOMS OVER 100 SF
*1 HR OR FIRE EXTINGUISHING SYSTEM
WASTE COLLECTION ROOMS OVER 100 SF
LAUNDRY ROOMS OVER 100 SF
WASTE AND LINEN COLLECTION ROOMS
OVER 100 SF
REFRIGERANT MACHINERY ROOM
508.2.5.2 CONSTRUCTION
*WHERE TABLE 508.2 PERMITS AN AUTOMATIC FIRE-EXTINGUISHING SYSTEM
WITHOUT A FIRE BARRIER, THE INCIDENTAL USE AREA MUST RESIST THE
PASSAGE OF SMOKE. WALLS ARE NOT REQUIRED TO BE SMOKE PARTITIONS OR
SMOKE BARRIERS AND IN A IIB TYPE OF CONSTRUCTION THE WALLS DO NOT
HAVE TO BE SUPPORTED BY A FR CONSTRUCTION.
508.3 NON-SEPARATED OCCUPANCIES
508.3.1 OCCUPANY CLASSIFICATION SHALL BE INDIVIDUALLY CLASSIFIED IN
ACCORDANCE WITH SECTION 302.1. CODE REQUIREMENTS SHALL APPLY TO
EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION
OF THAT SPACE EXCEPT THE MOST RESTRICTIVE APPLICABLE PROVISIONS OF
SECTION 403 (HIGH-RISE BUILDINGS) AND CHAPTER 9 SHALL APPLY TO THE
ENTIRE BUILDING. A NON-SEPARATED USE APPROACH IS USED FOR THIS
PROJECT.
508.3.3 SEPARATION
NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES.
CHAPTER 6:TYPES OF CONSTRUCTION
Page
4
TABLE 601 – FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS
CONSTRUCTION TYPE IIB
STRUCTURAL FRAME, INCLUDING COLUMNS, GIRDERS
AND TRUSSES
BEARING WALLS
EXTERIOR
INTERIOR
NON BEARING WALLS
EXTERIOR
INTERIOR
FLOOR CONSTRUCTION, INCLUDING SUPPORTING
BEAMS AND JOISTS
ROOF CONSTRUCTION, INCLUDING SUPPORTING
BEAMS AND JOISTS
0 HOUR
0 HOUR
0 HOUR
0 HOUR
0 HOUR
0 HOUR
0 HOUR
X<5
TYPE OF
CONSTRUCTION
ALL
OCCUPANCY
S-1
2
OCCUPANCY
A, B,
1
5 < X < 10
OTHERS (IIB)
1
1
10 < X < 30
X > 30
IIB
ALL
0
0
0
0
Page
DISTANCE (FT)
5
TABLE 602 – FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED
ON
FIRE SEPARATION DISTANCE
Appendix H
Current Department
Plans
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
4/20/2016 11:21:30 AM
REDLINE INDICATES REVIT'S
CALCULATION OF NET AREA
TOILET
G045
33 SF
JUSTICE CENTER: GROUND FLOOR
CIVIL
OFFICE
OFFICE
OFFICE
WAITING
OFFICE
OFFICE
DETECTIVES
INT.
INT.
BREAK ROOM
OFFICE
CLERICAL
STOR.
STOR.
ELEC. CLOSET
OFFICE
MENS LOCKER ROOM
MENS LOCKER ROOM
WOMENS LOCKER ROOM
MENS
WOMENS
COMP.
STOR.
PATROL SGTS.
SQUAD ROOM
LABS
FITNESS
CANTEEN
SHERIFF'S EVIDENCE
ARMORY
EVIDENCE PROCESS
OFFICE
RECORDS
CONFERENCE
LOBBY
LAUNDRY
CORRIDOR
G043
616 SF
276 SF
107 SF
120 SF
219 SF
623 SF
44 SF
TOILET
G058
24 SF
DETECTIVES
G014
1324 SF
180 SF
105 SF
118 SF
192 SF
368 SF
117 SF
111 SF
1324 SF
64 SF
62 SF
153 SF
143 SF
731 SF
30 SF
28 SF
121 SF
181 SF
221 SF
367 SF
194 SF
175 SF
140 SF
80 SF
33 SF
296 SF
826 SF
110 SF
617 SF
552 SF
422 SF
99 SF
115 SF
108 SF
109 SF
105 SF
89 SF
WOMENS
G033
140 SF
PATROL
SGTS.
G039
296 SF
MENS
G031
175 SF
ELEVATOR
3
93 SF
SQUAD
ROOM
G040
826 SF
COMP.
G036
80 SF
ELEV. PIT
G037
50 SF
ELEV.
EQUIP.
G034
51 SF
MENS
LOCKER
ROOM
G028
367 SF
WOMENS
LOCKER
ROOM
G029
194 SF
SHERIFF
STOR.
G035
44 SF
CONFERENCE
G017
219 SF
EMERG
MANGT.
TRAINING
G018
623 SF
INT.
G016
62 SF
STOR.
G023
30 SF
ELEC.
CLOSET
G025
121 SF
DEPARTMENT GROSS S.F. (DGSF)
1,680 SF
% FLOOR COMMON AREA
4.8%
SHERIFF
10,106 SF
36.7%
911
2,043 SF
LAUNDRY
844 SF
3,360 SF
W:\PROJECTS\O0002\61600113\REVIT\Outagamie County - Justice Center\McM_Arch_Outagamie_County_Justice_Center.rvt
4,004 SF
BUILDING COMMON AREA
6,379 SF
GROSS SQUARE FEET:
28,416 GROSS SQUARE FEET
FLOOR COMMON AREA (FCA) WILL INCLUDE VERTICAL PENETRATIONS (ELEV., STAIRS, SHAFTS, ETC.)
EVIDENCE
PROCESS
G078
115 SF
STORAGE
G071
399 SF
OLIGNEY
OFFICE
G026
181 SF
HOLLMANN
RECORDS
G080
109 SF
SHERIFF'S
EVIDENCE
G074
422 SF
MECHANICAL
TELEPHONE
EQUIP.
G070
89 SF
ELEV.
EQUIP.
G069
89 SF
OFFICE
G020
143 SF
SYKES
CLERICAL
G021
731 SF
CONFERENCE
G081
105 SF
BOILER
ROOM
G061
3355 SF
OFFICE
G013
111 SF
WAITING
G011
368 SF
OFFICE
G012
117 SF
OFFICE
G009
120 SF
CLERK
CLERK
LISA
VANSCHYNDEL
OFFICE
G008
192 SF
PROIETTI
ELEV.
EQUIP.
G064
109 SF
LOBBY
G082
89 SF
E.M.
STORAGE
G006A
107 SF
JANITOR
G057
62 SF
ELEV. PIT
G060
102 SF
CANTEEN
G068
552 SF
HAMMAN
FLOOR COMMON AREA
STORAGE
G056
133 SF
ARMORY
G076
99 SF
CORRIDOR
G022
133 SF
BREAK
ROOM
G019
153 SF
TOILET
G058A
16 SF
FREEZER
G072A
136 SF
OFFICE
G079
108 SF
DEPARTMENT GROSS FLOOR AREAS:
DEPARTMENT
ELEVATOR
4
93 SF
MENS
LOCKER
ROOM
G027
221 SF
STOR.
G024
28 SF
AIR
HANDLING
ROOM
G059
1918 SF
OFFICE
G055
108 SF
COOLER
G072B
209 SF
STOR.
G038
33 SF
INT.
G015
64 SF
KITCHEN
KITCHEN
G051
1821 SF
CORRIDOR
G073
113 SF
CORRIDOR
G077
431 SF
SHERIFF
G003
G004
G005
G008
G011
G012
G013
G014
G015
G016
G019
G020
G021
G023
G024
G025
G026
G027
G028
G029
G031
G033
G036
G038
G039
G040
G041
G044
G068
G074
G076
G078
G079
G080
G081
G082
COMMENTS
LINSKERS
G006
OFFICE
G006A
E.M. STORAGE
G009
OFFICE
G017
CONFERENCE
G018
TRAINING
G035
STOR.
NET S.F.
BORNIAN
ROOM NAME
LEE
ROOM
NUMBER
MECHANICAL
BESAW
OFFICE
G006
276 SF
PAULA KIEFER
STEVE HANSEN
ROB OLSEN
STAIR
G010
195 SF
OFFICE
G005
118 SF
CORRIDOR
G002
403 SF
FITZPATRICK
OFFICE
G004
105 SF
CIVIL
G003
180 SF
HAMMAN
SCHULTZ
WOMENS
G066
129 SF
ELEVATOR
PIT
G001
126 SF
CORRIDOR
G007
484 SF
CORRIDOR
G067
205 SF
GROUND FLOOR PLAN
1/8" = 1'-0"
MENS
G065
128 SF
ELEVATION: 767.15'
STAIR
G062
196 SF
CORRIDOR
G063
215 SF
GROUND FLOOR PLAN
KITCHEN
APPLETON, WI
911
RATACZAK
LAUNDRY
G050
769 SF
BREAKROOM
G047B
131 SF
REMODELING FOR:
EQUIP.
G046
157 SF
LABS
G041
110 SF
REVISION
COMMUNICATIONS
G047
STAIR
G054
193 SF
DATE
NOT TO SCALE
EQUIP.
G048
150 SF
VEST.
G053
67 SF
NO.
FITNESS
G044
617 SF
REVIT BOUNDARY
CART
WASH
G052
55 SF
OFFICE
G047A
187 SF
STAIR
G042
195 SF
NORTH
DESIGNED
DRAWN
---
CRW
PROJECT NO.
O0002 - 6-16-0013
DATE
APRIL 20, 2016
SHEET NO.
A200
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
4/20/2016 11:22:02 AM
EXTERIOR
MECHANICAL
ENCLOSURE
1100
2872 SF
SHERIFF
JUSTICE CENTER: FIRST FLOOR
113 SF
112 SF
472 SF
140 SF
113 SF
92 SF
160 SF
123 SF
97 SF
97 SF
81 SF
165 SF
74 SF
74 SF
271 SF
153 SF
133 SF
1743 SF
126 SF
133 SF
108 SF
313 SF
142 SF
152 SF
JO BE
CORRIDOR
1031
849 SF
STORAGE
1028
108 SF
OFFICE
1027
107 SF
STORAGE
1026A
55 SF
CJU'S
1026
158 SF
FAM.
COURT
HEARING
1042
393 SF
F.C.C.
MARK
SCHOEDER
CURT NYSTED
REP.
1061
100 SF
ATTY.
1060B
64 SF
JANICE ENLI
STOR.
1062
37 SF
ELEV.
4
91 SF
KYLE
INTERN
SEC./
WAITING
1043
94 SF
OPEN
OFFICE
1043A
115 SF
ELEV. PIT
5
51 SF
ACCOUNTING
1070
131 SF
LOBBY/
CORRIDOR
1047
629 SF
KATHY
WIPPICH
ATTY
CONF.
1066
25 SF
COURT
COMMISSIONER
1063
1494 SF
ELEV.
7
55 SF
ATTY
CONF.
1067
25 SF
CORRIDOR
1068
226 SF
CINDY K.
OFFICE
1023
133 SF
VESTIBULE
1071
216 SF
ELEV.
6
46 SF
CLERK
1072
223 SF
BARB BOCIK
ROB
COLLEEN
LS II
LS II
OFFICE
1022
126 SF
270 SF
393 SF
94 SF
115 SF
MICHELLE
DIETZ
HOLD
1065
54 SF
COPIER 2
PUBLIC
SERV.
SPACE
1025
313 SF
OFFICE
1070A
102 SF
STATE
PATROL
1069B
88 SF
HOLD
1064
55 SF
COURT COMM.
ELEV.
3
91 SF
CHILD
SUPPORT
1069A
61 SF
CORRIDOR
1069
111 SF
BECKY H.
OFFICE
1024
108 SF
EQUIP.
1057
162 SF
PARALEGAL /
LS II
ELEC.
CLOSET
1008
98 SF
LS II
OFFICE
1099
142 SF
LS II
ALISSA
KAUFMAN CASHIER
CLERK'S
LOBBY
1073
377 SF
SHER.
CLER.
1007
113 SF
1074
167 SF
C.
DEPUTY
1075
207 SF
DIANE LEITH
TONI
MANN
DARRIN GLAD
KAREN
ZACHOWSKI
CUSTOMER SERVICE
ANDY
113 SF
158 SF
55 SF
107 SF
108 SF
241 SF
174 SF
205 SF
30 SF
224 SF
DEPUTY
D.A.
1020
133 SF
D.A. SEC.
1021
1743 SF
RECORDS
CLERK/RECEPTION
1010
160 SF
LS I
LS II
KATE
PARALEGAL /
LS II
LS II
MAGGIE
ADMIN.
1019
153 SF
DEPARTMENT GROSS SF (DGSF)
6,691 SF
% FLOOR COMMON AREA
24%
COURT COMMISIONER
2,845 SF
10%
DISTRICT ATTORNEY
5,931 SF
20%
FAMILY COURT COMM.
928 SF
3%
SHERIFF
2,913 SF
10%
SERVICE
2,341 SF
FLOOR COMMON AREA
5,779 SF
840 SF
GROSS SQUARE FEET:
COPIER 1
/SUPPLY
SERVER
1011
123 SF
OFFICE
1006
113 SF
BARB
DEPARTMENT
CLERK OF COURTS
WAITING
1003
113 SF
JEAN MORROW
MINDY
CARRIE K.
FINES
1076
341 SF
OFFICE
1017A
74 SF
BREAK /
MEETING
ROOM
1017
165 SF
DAN / TOM
OFFICE
1009
92 SF
OFFICE
1005
140 SF
JEAN
STEPHANIE
VICTIM /
WITNESS
1003A
112 SF
ABST.
1078
468 SF
SHEILA GROSSMAN
KACIE BOLWERK
BARB HUDSON
RACHEL RICE
MARYANNE
HERWIG
JANE PROUSE
H.D. FILE
OFFICE
1017B
74 SF
MANDY BARTELT
JAMIE STRASSER
BECKY BARANCZYK
KELLY HUDSON
CORRIDOR
1084
126 SF
MELISSA
LALONDE
APRIL MILLER
1004
472 SF
CORRIDOR
1013
206 SF
WOMENS
1083
181 SF
STAIR
1016
223 SF
COURT
CLERK
1077
2940 SF
DEBBIE STEPHENS
JOAN KESSEL
PUBLIC
LOBBY
1002
1902 SF
LS 1
CARRIE S.
BARB VERKUILEN
STACY STEINBACH
EMILY/ STEPH
D.A.
1018
271 SF
DIANA
THOMPSON
REVISION
ATTY.
1060A
64 SF
SECURE
VESTIBULE
1045
337 SF
FAMILY
COURT
COMMISSIONER
1039
270 SF
CORRIDOR
1056
120 SF
BRIAN FIGY
CONFERENCE
1037
224 SF
P. LESKI
VEST.
1041
124 SF
EXHIBIT
STORAGE
1053
252 SF
OFFICE
1015
81 SF
OFFICE
1014
97 SF
OFFICE
1012
97 SF
ZAK
CHUCK
ALEX
OFFICE
OFFICE
BILL
DIVERSION
FLOOD - INV COORDINATION
INVESTIGATOR
1101
152 SF
VEST.
1000
83 SF
PAUL BLACK
ELEVATOR
1
64 SF
VEST.
1001
83 SF
ELEVATOR
2
64 SF
SCANNING STATION
MENS
1081
163 SF
PRINTER
1080
44 SF
DISTRICT ATTORNEY
STAIR
1079
223 SF
FIRST FLOOR PLAN
UNDER
SHERIFF
1029
241 SF
SHERRY
HERNANDEZ
C.C.
OFFICE
1051
285 SF
FINANCIAL
OPERATION
MANAGER
1058
199 SF
DATE
LISA D.
TOILET
1050
31 SF
APPLETON, WI
SHER. CLER.
CJU'S
STORAGE
OFFICE
STORAGE
UNDER SHERIFF
OFFICE
OFFICE
TOILET
CONFERENCE
VEHICLE
SALLYPORT
1038
1157 SF
J.A.
1049
134 SF
SHERIFF
1007
1026
1026A
1027
1028
1029
1030
1032
1034
1037
OFFICE
1030
174 SF
WAITING
1049A
70 SF
REMODELING FOR:
FAMILY COURT COMMISIONER
1039
1042
FAM. COURT HEARING
1043
SEC./ WAITING
1043A
OPEN OFFICE
TOILET
1034
30 SF
CAPT. KIESNER
STAIR
1054
178 SF
NO.
DISTRICT ATTORNEY
1003
WAITING
1003A
VICTIM / WITNESS
1004
1005
OFFICE
1006
OFFICE
1009
OFFICE
1010
RECORDS CLERK/RECEPTION
1011
COPIER 1 /SUPPLY SERVER
1012
OFFICE
1014
OFFICE
1015
OFFICE
1017
BREAK / MEETING ROOM
1017A
OFFICE
1017B
OFFICE
1018
D.A.
1019
ADMIN.
1020
DEPUTY D.A.
1021
D.A. SEC.
1022
OFFICE
1023
OFFICE
1024
OFFICE
1025
PUBLIC SERV. SPACE
1099
OFFICE
1101
INVESTIGATOR
OFFICE
1032
205 SF
ELEC.
EQUIPMENT
1052
341 SF
RECEIVING
1044
339 SF
JAN.
1082
41 SF
134 SF
285 SF
64 SF
64 SF
100 SF
37 SF
1494 SF
55 SF
54 SF
25 SF
25 SF
SERVICE
SHERIFF
1036
319 SF
TRASH
1040
191 SF
STAIR
1055
110 SF
MECH.
EMER.
GEN.
1048
386 SF
CUSTOMER SERVICE /
MORGAN HOULIHAN
COURT COMMISIONER
1049
J.A.
1051
C.C. OFFICE
1060A
ATTY.
1060B
ATTY.
1061
REP.
1062
STOR.
1063
COURT COMMISSIONER
1064
HOLD
1065
HOLD
1066
ATTY CONF.
1067
ATTY CONF.
STAIR
1033
224 SF
VEST
1046
44 SF
HOLLY WENDT
252 SF
162 SF
199 SF
131 SF
102 SF
223 SF
377 SF
167 SF
207 SF
341 SF
2940 SF
468 SF
44 SF
STOR.
1035
35 SF
CAROLE STROOK
CLERK OF COURTS
1053
EXHIBIT STORAGE
1057
EQUIP.
1058
FINANCIAL OPERATION MANAGER
1070
ACCOUNTING
1070A
OFFICE
1072
CLERK
1073
CLERK'S LOBBY
1074
CASHIER
1075
C. DEPUTY
1076
FINES
1077
COURT CLERK
1078
ABST.
1080
PRINTER
COMMENTS
NET S.F.
BECKY H.
ROOM NAME
MINDY T.
ROOM
NUMBER
CLERK OF COURTS
FIRST FLOOR PLAN
1/8" = 1'-0"
ELEVATION: 781.15'
NORTH
DESIGNED
DRAWN
---
CRW
PROJECT NO.
O0002 - 6-16-0013
DATE
APRIL 20, 2016
SHEET NO.
A211
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
4/20/2016 11:22:57 AM
4,546 SF
0 SF
GROSS SQUARE FEET:
KARA
NAGORNY
DEB LANG
TOILET
2040
23 SF
TOILET
2032
21 SF
J.A. '6'
2057
133 SF
MARK
MCGINNIS
VINCE
BISKUPIC
VIRGINIA
JOHNSON
TOILET
2056
21 SF
TOILET
2054
23 SF
JURY
ROOM
'1/4'
2048
260 SF
BRANCH
'2'
2035
1750 SF
CHAMBERS
'3'
2022
303 SF
J.A. '3'
2021
112 SF
PAULA DORSEY
BRANCH
'4'
2041
1381 SF
CLOSET
2036
15 SF
BRANCH
'1'
2065
1417 SF
ATTY
2102
84 SF
HOLD
2074
68 SF
VEST.
2098
46 SF
TOILET
2072
23 SF
ELEV.
6
52 SF
CHAMBERS
'5'
2073
373 SF
MIKE GAGE
BRANCH
'7'
2002
1552 SF
BRANCH
'3'
2009
1345 SF
TOILET
2016
23 SF
BRANCH
'5'
2076
1371 SF
CORRIDOR
2095
283 SF
CORRIDOR
2003
290 SF
REP. '5'
2079
118 SF
GLORIA
JOHNSON
ELEC.
CLOSET
2002A
12 SF
LAW
CLOSET
2011
38 SF
SELF
HELP/
LAW
LIBRARY
2008
793 SF
JAN.
2006
46 SF
TOILET
2092
23 SF
MENS
2001
244 SF
WOEMNS
2097
244 SF
ELEV.
1
64 SF
CORRIDOR
2007
489 SF
ELEV.
2
64 SF
TOILET
2091
23 SF
REP. '7'
2080
119 SF
STOR.
2084
57 SF
HEATHER
DUCOTY
ELEVATION: 795.15'
NORTH
TOILET
2088
23 SF
REP
STORAGE
2081
116 SF
VEST.
2083
106 SF
STORAGE
2085
73 SF
STORAGE
2093
40 SF
CORRIDOR
2094
498 SF
SECOND FLOOR PLAN
1/8" = 1'-0"
CHAMBERS
'7'
2086
279 SF
JOHN DES
JARDINS
VINCE
NAOMI
MCNEILL
GAIL
PETERSON
JURY
ROOM '7'
2090
291 SF
ELEV.
LOBBY
2000
820 SF
ATTY.
2005
72 SF
J.A. '7'
2080A
102 SF
CORRIDOR
2089
144 SF
ATTY.
2004
78 SF
RICHARD
ROLAND
LAW
CLOSET
2012
38 SF
J.A. '5'
2078
121 SF
JESSICA
MEITNER
CLOSET
2010
16 SF
STAIR
2013
222 SF
ELEC.
CLOSET
2075
73 SF
ATTY
2101
80 SF
TOILET
2071
23 SF
CIRCUIT COURT
LYNN
DRIESSEN
% FLOOR COMMON AREA
84%
ELEV.
7
51 SF
CORRIDOR
2100
445 SF
ELEC.
ROOM
2038
67 SF
JURY
ROOM '3'
2019
256 SF
LAW
CLERK
2015
243 SF
TOILET
2070
23 SF
CLOSET
2066
13 SF
HOLD
2037
45 SF
MARY FLYANL/
PAULETTE NORBY
BRANCH
'6'
2064
1397 SF
ELEV.
4
94 SF
CLOSET
2042
13 SF
REP. '3'
2020
112 SF
CLOSET
2018
23 SF
TOILET
2047
41 SF
ELEV.
3
94 SF
ELEV.
5
50 SF
JURY
ROOM
'5/6'
2069
292 SF
CORRIDOR
2068
504 SF
MITCH
METREPULOS
JAN./
STOR.
2062
72 SF
COPY
ROOM
2067
79 SF
CLOSET
2063
16 SF
TOILET
2046
42 SF
TOILET
2024
21 SF
LAW
CLERK
2014
115 SF
TOILET
2061
49 SF
CORRIDOR
2034
1029 SF
TOILET
2026
21 SF
TOILET
2025
21 SF
TOILET
2017
23 SF
STAIR
2059
223 SF
SECOND FLOOR PLAN
JOAN BIESE
CHAMBERS
'6'
2055
314 SF
APPLETON, WI
DONNA
MEITNER
CHAMBERS
'1'
2053
308 SF
REVISION
J.A. '1'
2052
136 SF
DATE
REP. '1'
2051
99 SF
NO.
GREG GILL
REP. '4'
2050
96 SF
NANCY
KRUEGER
J.A. '4'
2049
136 SF
TERRA TORRES
REP. '2'
2030
87 SF
CHAMBERS
'4'
2039
308 SF
FLOOR COMMON AREA
CHAMBERS
'2'
2033
314 SF
JURY
ROOM '2'
2028
280 SF
DEPARTMENT GROSS SF (DGSF)
23,864 DGSF
J.A. '2'
2031
133 SF
SHERI
DELPLAINE
CIRCUIT COURT
2002
BRANCH '7'
1552 SF
2002A
ELEC. CLOSET
12 SF
2004
ATTY.
78 SF
2005
ATTY.
72 SF
2006
JAN.
46 SF
2008
SELF HELP/ LAW LIBRARY 793 SF
2009
BRANCH '3'
1345 SF
2010
CLOSET
16 SF
2011
LAW CLOSET
38 SF
2012
LAW CLOSET
38 SF
2014
LAW CLERK
115 SF
2015
LAW CLERK
243 SF
2016
TOILET
23 SF
2017
TOILET
23 SF
2018
CLOSET
23 SF
2019
JURY ROOM '3'
256 SF
2020
REP. '3'
112 SF
2021
J.A. '3'
112 SF
2022
CHAMBERS '3'
303 SF
2024
TOILET
21 SF
2025
TOILET
21 SF
2026
TOILET
21 SF
2028
JURY ROOM '2'
280 SF
2030
REP. '2'
87 SF
2031
J.A. '2'
133 SF
2032
TOILET
21 SF
2033
CHAMBERS '2'
314 SF
2035
BRANCH '2'
1750 SF
2036
CLOSET
15 SF
2037
HOLD
45 SF
2038
ELEC. ROOM
67 SF
2039
CHAMBERS '4'
308 SF
2040
TOILET
23 SF
2041
BRANCH '4'
1381 SF
2042
CLOSET
13 SF
2046
TOILET
42 SF
2047
TOILET
41 SF
2048
JURY ROOM '1/4'
260 SF
2049
J.A. '4'
136 SF
2050
REP. '4'
96 SF
2051
REP. '1'
99 SF
2052
J.A. '1'
136 SF
2053
CHAMBERS '1'
308 SF
2054
TOILET
23 SF
2055
CHAMBERS '6'
314 SF
2056
TOILET
21 SF
2057
J.A. '6'
133 SF
2058
REP. '6'
83 SF
2061
TOILET
49 SF
2062
JAN./ STOR.
72 SF
2063
CLOSET
16 SF
2064
BRANCH '6'
1397 SF
2065
BRANCH '1'
1417 SF
2067
COPY ROOM
79 SF
2069
JURY ROOM '5/6'
292 SF
2070
TOILET
23 SF
2071
TOILET
23 SF
2072
TOILET
23 SF
2073
CHAMBERS '5'
373 SF
2074
HOLD
68 SF
2075
ELEC. CLOSET
73 SF
2076
BRANCH '5'
1371 SF
2078
J.A. '5'
121 SF
2079
REP. '5'
118 SF
2080
REP. '7'
119 SF
2080A
J.A. '7'
102 SF
2081
REP STORAGE
116 SF
2084
STOR.
57 SF
2085
STORAGE
73 SF
2086
CHAMBERS '7'
279 SF
2088
TOILET
23 SF
2090
JURY ROOM '7'
291 SF
2091
TOILET
23 SF
2092
TOILET
23 SF
2093
STORAGE
40 SF
2101
ATTY
80 SF
2102
ATTY
84 SF
DEPARTMENT
CIRCUIT COURTS
STAIR
2029
222 SF
COMMENTS
DONNA
UTSCHIG
NET S.F.
CORRIDOR
2023
568 SF
ROOM NAME
REMODELING FOR:
ROOM
NUMBER
REP. '6'
2058
83 SF
JUSTICE CENTER: SECOND FLOOR
STAIR
2082
222 SF
DESIGNED
DRAWN
---
CRW
PROJECT NO.
O0002 - 6-16-0013
DATE
APRIL 20, 2016
SHEET NO.
A221
ELEV.
3
90 SF
GROSS FLOOR AREA:
GROSS SQUARE FEET:
1/8" = 1'-0"
STAIR
PH05
41 SF
ROOF
ROOF
CORRIDOR
PH02
230 SF
STAIRS
PH01
212 SF
PENTHOUSE FLOOR PLAN
ELEVATION: 860.57'
NORTH
MECHANICAL
PENTHOUSE
PH04
7224 SF
CORRIDOR
PH03
910 SF
CORRIDOR
PH06
230 SF
PENTHOUSE FLOOR PLAN
APPLETON, WI
NO.
DATE
REVISION
ELEV.
4
93 SF
REMODELING FOR:
ROOF
ROOF
STAIR
PH07
212 SF
DESIGNED
DRAWN
--CRW
PROJECT NO.
O0002 - 6-16-0013
DATE
APRIL 20, 2016
SHEET NO.
A261
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
4/20/2016 11:21:07 AM
7,431 SF
GROSS SQUARE FEET:
STORAGE
3.1.1.05
138 SF
128 SF
1499 SF
292 SF
241 SF
2398 SF
154 SF
416 SF
OFFICE
3.1.1.06
108 SF
DENISE HERRON
CORRIDOR
3.1.1.01
79 SF
OFFICE
3.1.1.15
134 SF
AMY
STEDYEE
CONSULT
3.1.1.14
63 SF
CORRIDOR
3.1.1.13
58 SF
OPEN
OFFICE
3.1.1.08
676 SF
CORRIDOR
3.1.1.02
52 SF
AMY BIESE
OFFICE
3.1.1.07
126 SF
RICK WTIHALL
CORRIDOR
3.1.0.29
622 SF
HELP DESK
AREA
3.1.1.12
151 SF
RAMP UP
OFFICE
3.1.1.17
59 SF
RICHARD
SCHREIBER
3.1.1.10
56 SF
MAIL
PICKUP
3.1.1.22
120 SF
MAIL SORT
3.1.1.19
224 SF
MAINTENANCE
STORAGE
3.1.1.27
999 SF
PUBLIC
CANTEEN
3.1.0.12
502 SF
WOMENS
3.1.0.14
162 SF
CORRIDOR
3.1.0.01
308 SF
3.1.1.31
45 SF
MICROGRAPHICS/
WORK
3.1.1.24
480 SF
VERNA
LOENDT
COMPUTER
3.1.1.23
769 SF
OFFICE
3.1.1.21
168 SF
OFFICE
3.1.1.25
120 SF
MELISSA
BUNAU
VACANT
MANAGEMENT
INFORMATION
SERVICES
WAREHOUSE
3.1.1.28
1001 SF
LOCKER
3.1.1.29
102 SF
OFFICE
3.1.1.18
156 SF
TIM
TEAGLIN
ELEV.
EQUIP.
3.1.0.06
108 SF
LOBBY
3.1.0.03
122 SF
STAIR
3.1.0.S4
172 SF
LOBBY
3.1.0.17
75 SF
VOICE/DATA
3.1.0.16
92 SF
MENS
LOCKER
3.1.2.02
110 SF
STOR.
3.1.0.07
22 SF
ELEV.
GAIL
BOWMAN
MECHANICAL
EQUIPMENT
3.1.0.15
253 SF
MENS
3.1.0.13
139 SF
RECEPTION
3.1.1.30
178 SF
MIS
PRINT
SHOP
3.1.1.20
588 SF
CONFERENCE
ROOM
3.1.1.16
228 SF
JANITOR
3.1.0.05
172 SF
EXERCISE
3.1.2.01
645 SF
ELECTRICAL
EQUIPMENT
3.1.0.04
133 SF
MAINTANENCE
STORAGE
2.1.0.22
223 SF
DIRECTOR
3.1.1.26
236 SF
STORAGE
2.1.0.20
154 SF
MAINT.
STORAGE
STAIR
2.1.0.S1
396 SF
MAINT.
STORAGE
2.1.0.21
90 SF
VOICE/
DATA
2.1.0.02
46 SF
ELEVATION: 774.57'
LEVEL: 1
HSS REC.
STORAGE
2.1.0.03
128 SF
ENTRY
2.1.0.01
29 SF
RECORDS
2.1.0.17
2398 SF
MAINT.
STOR.
BOILER
ROOM
1.B.0.01
STAIR
2.1.0.S3
142 SF
HHS REC.
STORAGE
MECHANICAL
EQUIPMENT
1.B.0.02
513 SF
ELEV.
-80 SF
MAINT.
STORAGE
2.1.0.14
352 SF
RECORDS
CORR.
2.1.0.04
703 SF
MECH.
EQUIP.
2.1.0.05
834 SF
RECORD
STORAGE
2.1.0.16
241 SF
HHS
RECORD
STORAGE
2.1.0.15
292 SF
CORRIDOR
2.1.0.13
452 SF
CORRIDOR
2.1.0.07
779 SF
SHOWER
3.1.2.05
37 SF
WOMENS
3.1.2.06
45 SF
RECORDS
2.1.0.08
1499 SF
STORAGE
2.1.0.11
360 SF
MECH.
EQUIP.
2.1.0.09
1231 SF
STORAGE
2.1.0.12
221 SF
CORRIDOR
2.1.0.06
158 SF
W:\PROJECTS\O0002\61600113\REVIT\Outagamie County - Complex\McM_Arch_Outagamie County Complex.rvt
MENS
3.1.2.03
45 SF
WOMENS
LOCKER
3.1.2.07
110 SF
VESTIBULE
3.1.0.02
219 SF
HHS BUILDING - NORTH
ELEV. PIT
-69 SF
SHOWER
3.1.2.04
37 SF
MEETING
ROOM '7'
3.1.1.03
416 SF
KENT
PERONTO
178 SF
45 SF
OFFICE
3.1.1.04
133 SF
JULIE
VANDENACKER
FLOOR PLAN
APPLETON, WI
8,275 SF
OUTAGAMIE COUNTY COURTHOUSE
FLOOR COMMON AREA
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
19.2%
REMODELING FOR:
5,609 DGSF
REVISION
SHARED
DATE
% FLOOR COMMON AREA
24.3%
NO.
7,091 DGSF
CORRIDOR
3.1.1.11
63 SF
HSS REC. STORAGE
RECORDS
HHS RECORD STORAGE
RECORD STORAGE
RECORDS
STORAGE
MEETING ROOM '7'
DEPARTMENT
MANAGEMENT INFO. SERVICES
CORRIDOR
3.1.1.09
57 SF
SHARED
2.1.0.03
2.1.0.08
2.1.0.15
2.1.0.16
2.1.0.17
2.1.0.20
3.1.1.03
133 SF
138 SF
108 SF
126 SF
676 SF
56 SF
151 SF
63 SF
134 SF
228 SF
59 SF
156 SF
224 SF
588 SF
168 SF
120 SF
480 SF
120 SF
236 SF
1001 SF
COMMENTS
SHANE
POLAKOWSKI
MANAGEMENT INFORMATION SERVICES
3.1.1.04
OFFICE
3.1.1.05
STORAGE
3.1.1.06
OFFICE
3.1.1.07
OFFICE
3.1.1.08
OPEN OFFICE
3.1.1.10
3.1.1.12
HELP DESK AREA
3.1.1.14
CONSULT
3.1.1.15
OFFICE
3.1.1.16
CONFERENCE ROOM
3.1.1.17
OFFICE
3.1.1.18
OFFICE
3.1.1.19
MAIL SORT
3.1.1.20
PRINT SHOP
3.1.1.21
OFFICE
3.1.1.22
MAIL PICKUP
3.1.1.24
MICROGRAPHICS/ WORK
3.1.1.25
OFFICE
3.1.1.26
DIRECTOR
3.1.1.28
MANAGEMENT INFORMATION
SERVICES WAREHOUSE
3.1.1.30
RECEPTION
3.1.1.31
-
NET S.F.
STEVE
DACHELET
ROOM NAME
MELANIE
OSTERMAN
ROOM
NUMBER
JASON
GRIFFITH
4/20/2016 10:58:02 AM
HHS BUILDING: LEVEL 1
MAINT.
STORAGE
STAIR
2.1.0.S2
132 SF
COUNTY ADMINISTRATION BUILDING (CAB)
LEVEL: LOWER
ELEVATION: 779.0'
HHS BUILDING - SOUTH
LEVEL: 1
COMPOSITE FLOOR PLAN
3/32" = 1'-0"
NORTH
ELEVATION: 778.0'
DESIGNED
DRAWN
---
CRW
PROJECT NO.
O0002 - 6-16-0013
DATE
APRIL 20, 2016
SHEET NO.
A200
1.3%
REG. IN PROBRATE
1,100 DGSF
2.3%
HHS - MENTAL HEALTH/ AODA
1,996 DGSF
4.2%
HHS - PUBLIC HEALTH/ WIC
3,140 DGSF
6.6%
HHS - ADRC
1,498 DGSF
3.1%
REGISTER OF DEEDS
615 DGSF
1.3%
HHS BUILDING
CIRCUIT COURTS
1,954 DGSF
XX%
DISTRICT ATTORNEY
543 DGSF
XX%
430 DGSF
XX%
HHS - ADRC
2,153 DGSF
4.5%
HHS - CHILD SUPPORT
4,304 DGSF
9%
HHS - CHILD, YOUTH, FAMILES
890 DGSF
1.9%
10,008 DGSF
20.9%
FLOOR COMMON AREA
12,511 DGSF
5,956 DGSF
192 SF
148 SF
143 SF
296 SF
242 SF
87 SF
159 SF
60 SF
337 SF
263 SF
132 SF
87 SF
89 SF
137 SF
113 SF
109 SF
115 SF
116 SF
217 SF
262 SF
135 SF
324 SF
GROSS SQUARE FEET:
OFFICE
3.2.7.10
89 SF
EDUCATION
ROOM
1.1.3.13
262 SF
OPEN
OFFICE
1.1.3.12
217 SF
JAN
JANSEN
STAIR
1.1.0.S2
148 SF
HEALTH
ROOM
1.1.3.14
135 SF
CLOSET
3.2.7.14
13 SF
CONFERENCE
ROOM
3.2.7.13
166 SF
FILES
1.1.5.07
87 SF
LINDA BRANDT
OPEN
OFFICE
1.1.5.01
192 SF
VACANT
LOBBY
1.1.0.17
58 SF
MELANIE
THURBER
ELEV.
-71 SF
NURSE
ROOM
1.1.3.04
132 SF
1.1.3.05
87 SF
CONFERENCE
ROOM
3.2.6.02
119 SF
CHAMBERS
3.2.6.07
346 SF
MAUREEN
ROBERT
OFFICE
3.2.8.15
96 SF
CHRISTINE
KOHLBECK
OFFICE
3.2.8.16
94 SF
JENNIFER
VANDENBERG
DAWN
SHANA
OFFICE
3.2.8.17
104 SF
CRAIG
MALLETT
INTERVIEW
3.2.8.05
94 SF
OFFICE
3.2.8.21A
84 SF
KEVIN NIKOLAI
PAT
JANSSEN
ROSS
WELLS
OFFICE
3.2.8.18
210 SF
TRAYCEE
ENGLAND
CORRIDOR
3.2.8.02
131 SF
CLERICAL
3.2.8.04
1320 SF
JOSH
DALEBROUX
DANIELLE
GUYETTA
BARB
PERRY
NANCY
COLLAR
RHONDA
STEINGRABER
ROOM '2'
DISTRICT
ATTORNEY
3.2.6.11
262 SF
TOILET
3.2.6.12
41 SF
LOBBY
3.2.0.07
251 SF
HOUSE
KEEPING
3.2.0.06
63 SF
VOICE/DATA
3.2.0.05
82 SF
MAIL
SUPPLIES
3.2.8.22
137 SF
CORRIDOR
3.2.6.09
32 SF
STOR.
3.2.6.03
30 SF
VEST
3.2.0.08
59 SF
RECEIVING
3.2.0.10
389 SF
TOILET
3.2.6.08
33 SF
D.A.
STORAGE
3.2.6.10
98 SF
MAINT.
STORAGE/
GARAGE
1.1.0.31
952 SF
VISITATION
3.2.9.02
176 SF
MENS-PUBLIC
2.2.0.02
190 SF
JAN.
2.2.0.03
17 SF
WOMENS-PUBLIC
2.2.0.06
70 SF
STAIR
2.2.0.S1
482 SF
ENTRY
2.2.0.05
30 SF
VOICE/DATA
2.2.2.62
44 SF
AMY
VACANT
LEMERAND
OFFICE
2.2.2.08
184 SF
INTERVIEW
2.2.2.07
94 SF
CINDY
RENWTAK
WAITING
ROOM
2.2.2.01
598 SF
OFFICE
2.2.2.09
93 SF
EVY
DEININGER
ELEVATION: 788.0'
CASSANDRA
GROSS
ASHLEY
BREYER
KAYCEE
CHAMPASAK
OFFICE
2.2.2.10
93 SF
ELVIRA
LAMERS
LOBBY
2.2.2.06
370 SF
COPIER
C.C.
STORAGE
1.1.2.01
528 SF
BOBBIE
TRUECC
MEN
1.1.0.14
126 SF
VACANT
JANITOR
1.1.0.16
23 SF
TINA
BAUMANN
MECHANICAL
EQUIPMENT
1.B.0.02
517 SF
COPIER
HHS - MENTAL
HEALTH/ AODA
OPEN TO BELOW
WAITING
1.1.1.02A
213 SF
OFFICE
1.1.1.08
417 SF
CRISIS
PHONES
OFFICE
1.1.1.05
117 SF
LISA
ANDERSON
TOILET
1.1.0.15
45 SF
WAITING
1.1.1.09A
54 SF
STAIR
1.1.0.S1
104 SF
SUZANNE
NORMA
DEGROOT
OFFICE
2.2.2.15
103 SF
AMY
GONSZALEZ
LINDA
LUEKE
OFFICE
2.2.2.59
94 SF
DEBBIE
DEBRUIN
KITCHENETTE
1.1.1.09B
82 SF
OPEN
OFFICE
1.1.1.09
331 SF
LYNN
OFFICE
1.1.4.01
160 SF
CORR.
2.2.2.05
79 SF
OFFICE
2.2.2.50
81 SF
HEATHER
TURBO
OFFICE
2.2.2.53
244 SF
LINDA
VERKUILEN
MAIL
CENTER
2.2.2.55
277 SF
SUE
CLOSET
1.1.0.26
96 SF
OFFICE
2.2.2.47
82 SF
XEE YANG
VACANT
LEVEL: 1
ELEVATION: 784.0'
3/32" = 1'-0"
OFFICE
2.2.2.18
92 SF
MELISSA
RILEY
OFFICE
2.2.2.44
81 SF
ASHLEY
BEFFA
OFFICE
2.2.2.42
80 SF
KATHY
VANG
OFFICE
2.2.2.39
80 SF
VICKI
SCHR
OFFICE
2.2.2.37
82 SF
RYAN
BUSH
OFFICE
2.2.2.36
82 SF
CORR.
2.2.2.31
100 SF
OFFICE
2.2.2.45
82 SF
CHARITY
RUDOLPH
OFFICE
2.2.2.43
82 SF
LAURA
OFFICE
2.2.2.41
82 SF
HEIDI
NELSON
OFFICE
2.2.2.40
82 SF
ALICIA
GRUBE
CORR.
2.2.2.28
91 SF
OFFICE
2.2.2.38
91 SF
KELLY
MCCARTHY
PRINTER
2.2.2.30
53 SF
2.2.2.29
27 SF
OFFICE
2.2.2.34
90 SF
TINA
FRANKS
OFFICE
2.2.2.35
110 SF
MARY
MAYNARD
HHS - CHILD,
YOUTH, FAMILIES
OFFICE
2.2.2.22
85 SF
AMY
PIOTTER
OFFICE
2.2.2.33
90 SF
RHONDA
ELLIOTT
MAY VANG
VEST.
2.2.0.01
105 SF
STAIR
3.2.0.S2
149 SF
OFFICE
2.2.2.20
92 SF
ANGIE
DEMPEWOLF
OFFICE
2.2.2.24
114 SF
LUISA
MEKY
OFFICE
2.2.2.23
111 SF
LESLIE
HELTON
CORRIDOR
2.2.2.25
85 SF
OFFICE
2.2.2.26
114 SF
RYAN
JENSEN
OFFICE
2.2.2.27
111 SF
AMY
ROLAND
REST
2.2.2.67
152 SF
DESIGNED
DRAWN
---
CRW
PROJECT NO.
STAIR
2.2.0.S2
248 SF
OFFICE
2.2.2.19
104 SF
JESSICA
SIPPLE
BREAK
ROOM
2.2.2.21
166 SF
OPEN
MEGAN OFFICE
RYAN 2.2.2.57
268 SF
REG. OF DEEDS
OFFICE
2.2.2.16
92 SF
SANDRA
HURTADO
CORRIDOR
2.2.2.04
422 SF
CORR.
2.2.2.32
208 SF
OFFICE
2.2.2.48
97 SF
LISA
HALVERSON
2.2.2.56
108 SF
OFFICE
2.2.2.14
92 SF
LISA
WATKINS
OFFICE
2.2.2.17
101 SF
MELISSA
RILEY
CORR.
2.2.2.12
45 SF
OFFICE
2.2.2.51
81 SF
JESSICA
GOLDING
OFFICE
2.2.2.49
95 SF
STEFFANIE
STOFFREGEN
REGISTER
OF DEEDS
ARCHIVE
1.1.1.12
531 SF
REG. IN PROB.
OFFICE
2.2.2.58
88 SF
YVETEE
MILHEISER
OPEN
OFFICE
2.2.2.60
443 SF
ELEV.
-77 SF
OFFICE
1.1.1.20
189 SF
LISA
CONFERENCE
ROOM
2.2.2.52
362 SF
MECHANICAL
1.1.0.29
555 SF
CORRIDOR
1.1.0.11
203 SF
FILES
1.1.1.09C
204 SF
KHA
VANG
STAIR
2.2.0.S3
305 SF
OFFICE
1.1.4.02
138 SF
WORK
ROOM
1.1.4.03
109 SF
CORRIDOR
1.1.0.10
270 SF
CORRIDOR
1.1.1.04
47 SF
DONNA
HMONG
RASMUSSEN HOTLINE
OFFICE
1.1.1.06
150 SF
DIANE
MANDLER
HHS - ECONOMIC
SUPPORT
DIANNE
REZNICHK
OFFICE
1.1.4.04
166 SF
WOMEN
1.1.0.13
127 SF
RONNA
HERMINATH
CLERICAL
2.2.2.61
726 SF
GENERATOR
ROOM
1.1.0.33
164 SF
GAYLE
MCCABE
OPEN
OFFICE
1.1.1.02
734 SF
OFFICE
2.2.2.13
92 SF
JENNIE
HANSON
AMY
VERKUILEN
ELECTRICAL
1.1.0.32
169 SF
VISITATION
3.2.9.04
388 SF
VISITATION
3.2.9.03
177 SF
MENS-PUBLIC
RESTROOM
3.2.0.03
183 SF
LEVEL: 2
STAIR
3.2.0.S4
176 SF
CORRIDOR
3.2.0.02
280 SF
STAIR
3.2.0.S3
127 SF
BOILER
ROOM
1.B.0.01
OFFICE
3.2.8.19
153 SF
TERRY-ANN
TRICKLE
OFFICE
3.2.8.20
149 SF
STEW
ELLYSOR
OFFICE
3.2.8.21
91 SF
MATHEW
YOUNG
WOMENS-PUBLIC
RESTROOM
3.2.0.04
169 SF
ELEV.
-70 SF
TOILET
3.2.6.13
23 SF
COURT
ROOM 'H'
3.2.6.01
1371 SF
DISTRICT ATTORNEY
CORRIDOR
1.1.0.30
135 SF
CUSTODIAN
STORAGE
1.1.0.21
304 SF
OFFICE
3.2.8.14
94 SF
BETH
TREML
WAITING
3.2.8.01
220 SF
CIRCUIT COURTS
CORRIDOR
3.2.6.04
40 SF
CORRIDOR
1.1.0.22
97 SF
COUNTY
CLERK
SARAH
DEARING
OFFICE
3.2.8.13
94 SF
JEN
KLAPKA
ROOM '1'
OPEN TO BELOW
SHENG
LEE
OFFICE
3.2.8.12
96 SF
JILL
WOJAHN
CHASE
2.2.0.04
21 SF
ELEV.
EQUIP.
1.1.0.20
49 SF
JANITOR
1.1.0.24
135 SF
MECH.
EQUIP.
1.1.0.25
195 SF
WAITING
3.2.6.06
250 SF
PUBLIC
CANTEEN
1.1.0.04
837 SF
CORRIDOR
1.1.0.19
125 SF
STAIR
1.1.0.S3
1.1.3.06
89 SF
STORAGE
3.2.7.06
80 SF
CLOSET
1.1.0.18
49 SF
OPEN
OFFICE
1.1.3.03
263 SF
OFFICE
1.1.3.07
137 SF
SUE
KAMIEN
INTERVIEW
3.2.8.06
109 SF
OFFICE
3.2.7.05
112 SF
SANDY
MCBRIDE
XAI THAO
CORR.
3.2.8.08
35 SF
STORAGE
3.2.8.07
104 SF
OFFICE
3.2.8.11
94 SF
KIM
SCHROEDER
CORRIDOR
3.2.0.01
1320 SF
CLOSET
3.2.6.05
8 SF
WIC
OFFICE
3.2.7.04
117 SF
WAITING
3.2.7.01
177 SF
STAIR
3.2.0.S1
168 SF
HEALTH
CHECK
LINE / WIC
1.1.5.09
324 SF
CARMEN
NEU YANG
LOPEZ LARA
OFFICE
3.2.7.07
185 SF
NAN
PIERSON
INTERVIEW
3.2.8.10
116 SF
ROBIN
O'REILLY
VEST.
3.2.0.10
91 SF
RAMP
1.1.0.06
267 SF
CORRIDOR
1.1.0.03
366 SF
OFFICE
1.1.3.09
109 SF
MELISSA
RENTMEESTER
OFFICE
1.1.3.08
113 SF
OFFICE
1.1.5.03
148 SF
TOM
STRATTON
1.1.5.02
50 SF
HEIDI
RUSSELL
SHANNON
ROEHL
WAITING
ROOM
1.1.3.01
337 SF
CORRIDOR
1.1.3.02
231 SF
OFFICE
1.1.3.10
115 SF
JUDY
OPPELT
OFFICE
1.1.5.04
143 SF
BRENDA
GRETZINGER
OPEN
OFFICE
1.1.5.05
296 SF
OFFICE
1.1.5.08
159 SF
LISA
UNDERWOOD
OFFICE
3.2.7.08
85 SF
SARA
RISMEYER
CLERICAL
3.2.7.03
483 SF
OFFICE
1.1.5.06
242 SF
JAN.
1.1.0.23
83 SF
OFFICE
3.2.7.09
90 SF
SARAH
KORTH
I&A
HHS - ADRC
SUE
KINNARD
KEVIN
LON
OFFICE
3.2.7.11
85 SF
BONNIE
ELIASPLANNER
FLOOR PLAN
LUANN KRIPLEAN
OFFICE
1.1.3.11
116 SF
CRYSTAL
HEIN
598 SF
370 SF
94 SF
184 SF
93 SF
93 SF
45 SF
92 SF
92 SF
103 SF
92 SF
101 SF
92 SF
104 SF
92 SF
166 SF
85 SF
111 SF
114 SF
85 SF
114 SF
111 SF
27 SF
53 SF
90 SF
90 SF
110 SF
82 SF
82 SF
91 SF
80 SF
82 SF
82 SF
80 SF
82 SF
81 SF
82 SF
42 SF
82 SF
97 SF
95 SF
81 SF
81 SF
362 SF
244 SF
277 SF
268 SF
88 SF
94 SF
443 SF
726 SF
44 SF
GALE MALONE
LORNA REED
SEVERSON
VOICE/DATA
1.1.0.01
60 SF
2.2.2.01
WAITING ROOM
2.2.2.06
LOBBY
2.2.2.07
INTERVIEW
2.2.2.08
OFFICE
2.2.2.09
OFFICE
2.2.2.10
OFFICE
2.2.2.12
CORR.
2.2.2.13
OFFICE
2.2.2.14
OFFICE
2.2.2.15
OFFICE
2.2.2.16
OFFICE
2.2.2.17
OFFICE
2.2.2.18
OFFICE
2.2.2.19
OFFICE
2.2.2.20
OFFICE
2.2.2.21
BREAK ROOM
2.2.2.22
OFFICE
2.2.2.23
OFFICE
2.2.2.24
OFFICE
2.2.2.25
CORRIDOR
2.2.2.26
OFFICE
2.2.2.27
OFFICE
2.2.2.29
2.2.2.30
PRINTER
2.2.2.33
OFFICE
2.2.2.34
OFFICE
2.2.2.35
OFFICE
2.2.2.36
OFFICE
2.2.2.37
OFFICE
2.2.2.38
OFFICE
2.2.2.39
OFFICE
2.2.2.40
OFFICE
2.2.2.41
OFFICE
2.2.2.42
OFFICE
2.2.2.43
OFFICE
2.2.2.44
OFFICE
2.2.2.45
OFFICE
2.2.2.46
CLOSET
2.2.2.47
OFFICE
2.2.2.48
OFFICE
2.2.2.49
OFFICE
2.2.2.50
OFFICE
2.2.2.51
OFFICE
2.2.2.52
CONFERENCE ROOM
2.2.2.53
OFFICE
2.2.2.55
MAIL CENTER
2.2.2.57
OPEN OFFICE
2.2.2.58
OFFICE
2.2.2.59
OFFICE
2.2.2.60
OPEN OFFICE
2.2.2.61
CLERICAL
2.2.2.62
VOICE/DATA
OFFICE
3.2.7.12
171 SF
LOBBY
1.1.0.08
495 SF
INTERVIEW
3.2.8.09
86 SF
CHRIS
BROOKS
APPLETON, WI
VEST.
1.1.0.09
122 SF
HHS - PUBLIC
HEALTH / WIC
37 SF
176 SF
177 SF
388 SF
HHS - CHILD SUPPORT
FLOOR COMMON AREA (FCA) WILL INCLUDE VERTICAL PENETRATIONS (ELEV., STAIRS, SHAFTS, ECT.)
VACANT
2.3.0.10
VOICE/ DATA
3.2.9.02
VISITATION
3.2.9.03
VISITATION
3.2.9.04
VISITATION
HHS - ADRC
220 SF
1320 SF
94 SF
109 SF
104 SF
86 SF
116 SF
94 SF
96 SF
94 SF
94 SF
96 SF
94 SF
104 SF
210 SF
153 SF
149 SF
91 SF
137 SF
HHS - PUBLIC HEALTH/ WIC
1.1.0.01
VOICE/DATA
1.1.3.01
WAITING ROOM
1.1.3.03
OPEN OFFICE
1.1.3.04
NURSE ROOM
1.1.3.05
1.1.3.06
1.1.3.07
OFFICE
1.1.3.08
OFFICE
1.1.3.09
OFFICE
1.1.3.10
OFFICE
1.1.3.11
OFFICE
1.1.3.12
OPEN OFFICE
1.1.3.13
EDUCATION ROOM
1.1.3.14
HEALTH ROOM
1.1.5.09
HEALTH CHECK LINE / WIC
REMODELING FOR:
177 SF
483 SF
117 SF
112 SF
80 SF
185 SF
85 SF
90 SF
89 SF
85 SF
171 SF
166 SF
13 SF
45 SF
734 SF
213 SF
117 SF
150 SF
417 SF
REVISION
346 SF
33 SF
531 SF
DATE
HHS - MENTAL HEALTH/ AODA
1.1.0.15
TOILET
1.1.1.02
OPEN OFFICE
1.1.1.02A
WAITING
1.1.1.05
OFFICE
1.1.1.06
OFFICE
1.1.1.08
OFFICE
REGISTER OF DEEDS
1.1.1.12
REGISTER OF DEEDS ARCHIVE
NO.
OPEN OFFICE
OFFICE
OFFICE
OPEN OFFICE
OFFICE
FILES
OFFICE
96 SF
331 SF
54 SF
82 SF
204 SF
189 SF
HHS - ADRC
1.1.5.01
1.1.5.03
1.1.5.04
1.1.5.05
1.1.5.06
1.1.5.07
1.1.5.08
528 SF
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
652 DGSF
REGISTER IN PROBATE
1.1.0.26
CLOSET
1.1.1.09
OPEN OFFICE
1.1.1.09A
WAITING
1.1.1.09B
KITCHENETTE
1.1.1.09C
FILES
1.1.1.20
OFFICE
COMMENTS
McMAHON
COUNTY ADMIN. BUILDING
COUNTY CLERK
COUNTY CLERK
1.1.2.01
C.C. STORAGE
NET S.F.
% FLOOR COMMON AREA
ROOM NAME
CORRIDOR
3.2.8.03
90 SF
HHS - CHILD SUPPORT
3.2.8.01
WAITING
3.2.8.04
CLERICAL
3.2.8.05
INTERVIEW
3.2.8.06
INTERVIEW
3.2.8.07
STORAGE
3.2.8.09
INTERVIEW
3.2.8.10
INTERVIEW
3.2.8.11
OFFICE
3.2.8.12
OFFICE
3.2.8.13
OFFICE
3.2.8.14
OFFICE
3.2.8.15
OFFICE
3.2.8.16
OFFICE
3.2.8.17
OFFICE
3.2.8.18
OFFICE
3.2.8.19
OFFICE
3.2.8.20
OFFICE
3.2.8.21
OFFICE
3.2.8.22
MAIL SUPPLIES
COMMENTS
CORRIDOR
3.2.9.01
51 SF
WAITING
CLERICAL
OFFICE
OFFICE
STORAGE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
CONFERENCE ROOM
CLOSET
DEPARTMENT
NET S.F.
CORRIDOR
2.2.2.11
168 SF
HHS - ADRC
3.2.7.01
3.2.7.03
3.2.7.04
3.2.7.05
3.2.7.06
3.2.7.07
3.2.7.08
3.2.7.09
3.2.7.10
3.2.7.11
3.2.7.12
3.2.7.13
3.2.7.14
ROOM
NUMBER
ROOM NAME
2.2.2.03
247 SF
3.2.6.07
CHAMBERS
3.2.6.08
TOILET
98 SF
262 SF
41 SF
23 SF
ROOM
NUMBER
CORRIDOR
2.2.2.02
328 SF
DISTRICT ATTORNEY
3.2.6.10
D.A. STORAGE
3.2.6.11
DISTRICT ATTORNEY
3.2.6.12
TOILET
3.2.6.13
TOILET
1371 SF
119 SF
30 SF
8 SF
250 SF
COMMENTS
CLOSET
2.2.2.46
42 SF
CIRCUIT COURTS
3.2.6.01
COURT ROOM 'H'
3.2.6.02
CONFERENCE ROOM
3.2.6.03
STOR.
3.2.6.05
CLOSET
3.2.6.06
WAITING
NET S.F.
CORRIDOR
3.2.7.02
85 SF
ROOM NAME
COUNTY ADMIN. BUILDING: LEVEL 1
STORAGE
1.1.0.07
61 SF
ROOM
NUMBER
STAIR
1.1.0.S5
93 SF
4/20/2016 10:42:52 AM
NORTH
LEVEL: 2
ELEVATION: 788.0'
O0002 - 6-16-0013
WOMENS
2.2.2.68
139 SF
DATE
APRIL 20, 2016
SHEET NO.
A211
MEETING ROOM '8'
410 SF
COUNTY CLERK
1,528 DGSF
3.4%
LEGISLATIVE SERVICES
4,483 DGSF
10%
REGISTER OF DEEDS
3,112 DGSF
7%
TREASURER
2,060 DGSF
4.6%
SHARED
426 DGSF
1%
HHS BUILDING
HHS - MENTAL HEALTH
10,746 DGSF
24%
1,314 DGSF
2.9%
9,838 DGSF
21.9%
SHARED
445 DGSF
1%
FLOOR COMMON AREA
9,101 DGSF
953 DGSF
GROSS SQUARE FEET:
HHS - MENTAL HEALTH
OFFICE
3.3.2.30
104 SF
CARRIE
BARDWELL
CRISIS
OFFICE
3.3.2.32
114 SF
MEGAN
ABLY
OFFICE
3.3.2.31
119 SF
JUDY VAN
RYZIN
CRISIS
OFFICE
3.3.2.33
119 SF
MIKE
STEGER
CORRIDOR
3.3.2.07
444 SF
128 SF
198 SF
1252 SF
161 SF
114 SF
REG. OF DEEDS
OFFICE
1.2.1.07
114 SF
DINA
MUMFORD
1.2.1.06
161 SF
TERRY
LEHR
STAIR
1.2.0.S4
164 SF
STAIR
1.2.0.S2
232 SF
RECEIPTING
STATION
COPY
AREA
SUE
ROEHRBORN
COPIER
LINDA
NOVAK
OPEN
OFFICE
1.2.1.05
1252 SF
RYAN
BARRETTE
OFFICE
1.2.3.04
122 SF
SARAH
VAN CAMP
SCANNING
NATALIE
STATION STROTENEGER
TERRI
LISON
OPEN
OFFICE
1.2.3.02
1599 SF
MARY
HAMMEN
SUPPLIES
1.2.3.05
64 SF
SANDY
ROMENESKO
MEETING
ROOM '2' &
'3'
3.3.2.47
527 SF
PAT
BARTELS
VEST.
1.2.3.09
49 SF
WAITING
1.2.1.01
128 SF
LOBBY
1.2.0.07
63 SF
ELEV.
WAITING
1.2.3.06A
112 SF
CONFERENCE
1.2.3.06C
293 SF
OFFICE
3.3.2.17
119 SF
AMIE
HRIZDAK
OFFICE
3.3.2.42
123 SF
SARA TESS
BARB M.
SHOT
OFFICE
3.3.2.40
94 SF
MED ROOM
3.3.2.38
114 SF
GINA S.
CLERICAL
3.3.2.52
1028 SF
DR. BALES
&
MUSUNURU
3.3.2.39
101 SF
VICKI
VANVREEDE
OFFICE
3.3.2.49
91 SF
DR.BALDOMERO/
DR.SHEKOZ
OFFICE
3.3.2.15
114 SF
ANGIE
DAGITZ
OFFICE
3.3.2.14
114 SF
HANNAH
ELLER
WAITING
3.3.2.37
323 SF
GWEN
SAFRANSKI
WAITING
3.3.2.01
428 SF
OFFICE
3.3.2.11
112 SF
KIMBERLY
TESKE
OFFICE
3.3.2.10
109 SF
HARBOR
HOUSE
LOBBY
1.2.0.02
1100 SF
FILES
1.2.4.10
177 SF
STORAGE
2.3.3.69
32 SF
DN
VOICE/DATA
1.2.0.01
37 SF
JAN.
1.2.0.04
22 SF
OFFICE
1.2.2.02
147 SF
SARAH
HICKEY
WAITING
1.2.2.01
217 SF
MENS
1.2.0.05
85 SF
WOMENS
1.2.0.06
93 SF
OFFICE
1.2.2.03
188 SF
LORI
O'BRIGHT
CLOSET
1.2.2.06
14 SF
MEETING
ROOM '3'
1.2.2.09
348 SF
WAITING
2.3.3.01
269 SF
OFFICE
2.3.3.08
114 SF
KATIE
KRAUTER
CLERICAL
2.3.3.68
753 SF
ALLISON
BARTELS
CLOSET
1.2.4.11
17 SF
HHS - CHILD,
YOUTH, FAMILIES
OFFICE
2.3.3.11
83 SF
ERIN
HARSK
OFFICE
2.3.3.14
91 SF
HEATHER
REINDL
OFFICE
2.3.3.15
90 SF
LAURA
RAPP
OFFICE
2.3.3.17
92 SF
KELLY
KOCH
OFFICE
2.3.3.16
90 SF
CINDY
XIONG
SUE DIEHL
OFFICE
1.2.4.06
106 SF
KATHY
CISKE
MAIL
ROOM
1.2.4.04
95 SF
STAIR
2.3.0.S3
209 SF
OFFICE
2.3.3.59
96 SF
LORI
HEWITT
MEETING
1.2.4.03
255 SF
OFFICE
2.3.3.60
70 SF
MICHELLE
BROWN
OFFICE
2.3.3.61
83 SF
BRIDGETTE
WIRTZ
OFFICE
2.3.3.62
84 SF
JENNIFER
SAILER
OFFICE
2.3.3.46
93 SF
JULIE
STAIR
1.2.0.S3
164 SF
STUDENT
OFFICE
2.3.3.48
73 SF
EMILIA
SCHAUER
OFFICE
2.3.3.65
102 SF
ALICIA
COOK
OFFICE
2.3.3.53
93 SF
MONICA
VITENBROEK
OFFICE
2.3.3.51
73 SF
OFFICE
2.3.3.52
68 SF
GINA
TINA BERG
OFFICE
2.3.3.54
101 SF
JENINE
CONNALLY
OFFICE
2.3.3.55
81 SF
REGINA
LESLEY
OFFICE
2.3.3.57
91 SF
BRIANNA
STAPEL
OFFICE
2.3.3.56
73 SF
OFFICE
2.3.3.18
91 SF
RUTH
BROWN
CORR.
2.3.3.02
586 SF
OFFICE
2.3.3.21
92 SF
REBECCA
SALZMAN
FAMILY
ROOM
2.3.3.58
173 SF
OFFICE
2.3.3.22
123 SF
KATHIE
DIETZ
MENG LEE
CORR.
2.3.3.05
41 SF
CORRIDOR
2.3.3.28
287 SF
OFFICE
2.3.3.47
82 SF
MAGGIE
MAR
OFFICE
2.3.3.44
98 SF
BETH
REIMER
OFFICE
2.3.3.50
101 SF
OFFICE
2.3.3.49
103 SF
STACEY
FRALITSCH
OFFICE
2.3.3.41
80 SF
CASSIE
PAGLE
CORRIDOR
2.3.3.42
86 SF
OFFICE
2.3.3.45
110 SF
MEGAN
MUELLER
OFFICE
2.3.3.64
105 SF
BRITNEY
RUSPOR
CORRIDOR
2.3.3.30
217 SF
ELEV.
-74 SF
COUNTY
BOARD
1.2.4.02
2309 SF
OFFICE
2.3.3.63
99 SF
ANDREA
LEMKEOCHON
OFFICE
2.3.3.43
93 SF
HEATHER
WESNER
STOR.
2.3.3.37
39 SF
OFFICE
2.3.3.40
104 SF
STEPHANIE
DENSON
M.P.
OFFICE
2.3.3.39
135 SF
MELISSA
BLOM
OFFICE
2.3.3.36
92 SF
DAWN
MICKLER
OFFICE
2.3.3.35
103 SF
MARIE
CUNNINGHAM
OFFICE
2.3.3.34
101 SF
KAY
KIESLING
STAIRS
1.2.0.S1
232 SF
OFFICE
2.3.3.19
90 SF
BETTY
THOMPSON
OFFICE
2.3.3.20
90 SF
BARB
READER
STAIR
3.3.0.S2
150 SF
OFFICE
2.3.3.23
90 SF
JODY
RICHTER
OFFICE
2.3.3.24
90 SF
ANNE
COCHEL
OFFICE
2.3.3.25
82 SF
OFFICE
2.3.3.32
93 SF
SARAH
FAVEL
VACANT
CONFERENCE
2.3.3.27
209 SF
BREAK
ROOM
2.3.3.33
112 SF
STOR.
2.3.0.05
46 SF
OFFICE
2.3.3.12
90 SF
SHERRI
DEWILDE
CLOSET
2.3.3.13
31 SF
MEETING
ROOM '8'
2.3.3.66
410 SF
OFFICE
1.2.4.05
182 SF
OFFICE
2.3.3.07
116 SF
ROCHELLE
KOTTKE
OFFICE
2.3.3.09
77 SF
QUINN
LEISGANG
CORR.
2.3.3.03
230 SF
WORKROOM
2.3.3.67
91 SF
LOBBY
2.3.0.11
198 SF
CORR.
1.2.2.10
103 SF
KRISTIN
ELHANEY
CLOSET
2.3.3.10
52 SF
OPEN
OFFICE
1.2.2.08
199 SF
COUNTY
CLERK
OFFICE
2.3.3.06
66 SF
JULIA
KULICK
BROOKE
PROPSEN
CLOSET
1.2.2.04
21 SF
MENS
PUBLIC
RESTROOM
3.3.0.02
133 SF
VOICE/
DATA
2.3.0.10
37 SF
ELIZABETH
SHIDE
CORR.
1.2.4.01
225 SF
OPEN
OFFICE
1.2.2.07
497 SF
LYNETTE
GITTER
MECHANICAL
EQUIPMENT
3.3.0.08
879 SF
ENTRY
2.3.0.06
33 SF
ELEVATION: 801.3'
OFFICE
1.2.4.08
154 SF
JOLENE
JANSSEN
OFFICE
3.3.1.18
91 SF
HEIDI
RANDALL
& MEDIATION RM
JAN.
3.3.0.11
47 SF
WOMENS
PUBLIC
RESTROOM
3.3.0.03
162 SF
VOICE/
DATA
3.3.0.10
21 SF
JAN.
2.3.0.09
31 SF
LAURA
HENDRIX
COUNTY
CHAIR
1.2.4.09
307 SF
HELEN
NAGLER
CORR.
1.2.0.03
373 SF
OFFICE
3.3.1.17
84 SF
PAUL
SCHROTH
WAITING
3.3.1.05
161 SF
STAIR
2.3.0.S1
479 SF
NICOLE
TREML
VEST
1.2.0.00
61 SF
RECEPT.
3.3.1.06
85 SF
KATHY
KRAUSE
MENS
2.3.0.08
206 SF
LEVEL: 3
WORK
ROOM
3.3.1.07
63 SF
OFFICE
3.3.1.19
88 SF
LYNN
SCHROEDER
OFFICE
3.3.1.16
109 SF
ERIC
KNUTSON
CORRIDOR
3.3.0.05
334 SF
LOBBY
3.3.0.01
246 SF
CORONER
OFFICE
1.2.3.10
158 SF
RUTH
WULGAERT
CORRIDOR
3.3.1.03
60 SF
VOICE/
DATA
3.3.0.04
40 SF
ELEV.
-73 SF
OFFICE
3.3.2.09
106 SF
WENDY
ALLAR
1.2.3.06B
42 SF
OPEN
OFFICE
1.2.3.06D
77 SF
RECEPT.
3.3.1.08
129 SF
S
KRUEGER/
A JANSSEN
CATHY R.
MEETING
ROOM '1'
3.3.2.53
231 SF
OFFICE
3.3.2.12
114 SF
MICHELLE
GAUGER
OFFICE
3.3.1.20
111 SF
JOSH
DUTTON
OFFICE
3.3.1.15
93 SF
AMANDA
VANDYKE
COLLEEN
CHASE
2.3.0.07
31 SF
OPEN
OFFICE LES JAMES
1.2.3.06 DEB ROBBINS
120 SF JON MILLER
MICHELLE MCGLIN
DOUG BARTELT
CHRIS WICHMAN
SUPPLIES
SHELLY DONNER
1.2.3.07
80 SF
TOM CODY
CORR.
3.3.1.02
111 SF
WAITING
3.3.1.01
104 SF
LOBBY
3.3.0.07
115 SF
OFFICE
3.3.2.13
109 SF
D
VALENTI-HEIN
OFFICE
3.3.1.14
104 SF
BARB
BARCZAK
WAITING
3.3.1.03A
38 SF
OFFICE
3.3.1.09
95 SF
MEGAN BANIK/
BRIANNE
ZABOROWSKI
MEETING
ROOM '5'
3.3.2.36
249 SF
CORRIDOR
3.3.2.02
284 SF
OFFICE
3.3.2.16
105 SF
DANIELLE
BUETTNER
TOILET
3.3.2.35
40 SF
CORRIDOR
3.3.0.06
236 SF
WORK
ROOM
3.3.2.50
199 SF
DR. PATIL
HOME
CONSULTANTS
3.3.2.41
220 SF
KIM LUKE/
KELLY
PASCHKE
OFFICE
3.3.2.55
135 SF
NICOLE
CODY
DR. DAVE
ABSTRACTOR
BOOKS
1.2.3.03
676 SF
CRISIS
ROOM
3.3.2.43
120 SF
CATHY S. &
HEATHER D.
CORR.
3.3.2.05
71 SF
OFFICE
3.3.2.18
107 SF
WAITING
1.2.3.01
375 SF
TREASURER
OFFICE
3.3.2.44
95 SF
MELISSA
GABRIEL
OFFICE
3.3.1.13
104 SF
CORRIDOR
3.3.1.10
89 SF
MEETING
ROOM '4'
3.3.2.51
135 SF
OFFICE
3.3.2.48
95 SF
DARLENE
BEHRENDT
WAITING
1.2.1.02
198 SF
OFFICE
3.3.2.20
113 SF
LAURA
KELLOGG
OFFICE
3.3.5.45
91 SF
DR.JAGDISH
DAVE
OFFICE
3.3.2.19
109 SF
SHALYN
RUSSELL
MARY
KEEHN
LEAH
DREWA
SCOTT
SHULTZ
OFFICE
3.3.2.46
75 SF
KARI
MULDER(C.S.)
OFFICE
3.3.2.21
115 SF
SARAH
BASSING-SUTTON
/ KATE
KIRCHNER (C.S)
OFFICE
3.3.1.12
93 SF
KATEIE
VOLLMER
OFFICE
3.3.1.11
116 SF
RUSS
MARMOR
FLOOR PLAN
OFFICE
3.3.2.29
100 SF
DR.
KERSWILL
APPLETON, WI
D ZIEGLER
OFFICE
3.3.2.28
104 SF
KATHY
NYMAN
OFFICE
3.3.2.27
104 SF
TERRY
SEEFELDT
REMODELING FOR:
OFFICE
3.3.2.26
100 SF
REVISION
348 SF
OFFICE
3.3.2.25
104 SF
LORI
GRITTON
DATE
DR. AMBAS
OFFICE
3.3.2.24
104 SF
C
CHRISTOFFERSON
NO.
OFFICE
3.3.2.23
100 SF
TREASURER
1.2.1.01
WAITING
1.2.1.02
WAITING
1.2.1.05
OPEN OFFICE
1.2.1.06
1.2.1.07
OFFICE
OFFICE
3.3.2.22
144 SF
BRIAN
BEZIER
CORRIDOR
3.3.1.04
105 SF
MEETING ROOM '3'
FLOOR COMMON AREA (FCA) WILL INCLUDE VERICAL PENETRATIONS (ELEV., STAIRS, SHAFTS, ETC.)
ROOF BELOW
SHARED
1.2.2.09
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
2%
FILES
3.3.1.21
43 SF
375 SF
1599 SF
676 SF
122 SF
64 SF
976 DGSF
CORRIDOR
2.3.3.04
384 SF
REGISTER OF DEEDS
1.2.3.01
WAITING
1.2.3.02
OPEN OFFICE
1.2.3.03
ABSTRACTOR BOOKS
1.2.3.04
OFFICE
1.2.3.05
SUPPLIES
CORONER
CORR.
3.3.2.34
48 SF
2309 SF
255 SF
95 SF
182 SF
106 SF
154 SF
307 SF
177 SF
17 SF
% FLOOR COMMON AREA
STAIR
3.3.0.S3
129 SF
1.2.4.02
COUNTY BOARD
1.2.4.03
MEETING
1.2.4.04
MAIL ROOM
1.2.4.05
OFFICE
1.2.4.06
OFFICE
1.2.4.08
OFFICE
1.2.4.09
COUNTY CHAIR
1.2.4.10
FILES
1.2.4.11
CLOSET
McMAHON
217 SF
147 SF
188 SF
21 SF
14 SF
120 SF
80 SF
158 SF
DEPARTMENT
CORRIDOR
3.3.2.08
104 SF
COUNTY CLERK
1.2.2.01
WAITING
1.2.2.02
OFFICE
1.2.2.03
OFFICE
1.2.2.04
CLOSET
1.2.2.06
CLOSET
COMMENTS
CORRIDOR
3.3.2.06
55 SF
OPEN OFFICE
SUPPLIES
OFFICE
NET S.F.
CORR.
2.3.3.31
56 SF
SHARED
2.3.3.66
104 SF
129 SF
95 SF
116 SF
93 SF
104 SF
111 SF
428 SF
106 SF
109 SF
112 SF
114 SF
109 SF
114 SF
114 SF
105 SF
119 SF
107 SF
109 SF
113 SF
115 SF
144 SF
100 SF
104 SF
104 SF
100 SF
104 SF
104 SF
100 SF
104 SF
119 SF
114 SF
119 SF
40 SF
249 SF
323 SF
114 SF
101 SF
94 SF
220 SF
123 SF
120 SF
527 SF
95 SF
91 SF
199 SF
135 SF
1028 SF
231 SF
135 SF
CORONER
1.2.3.06
1.2.3.07
1.2.3.10
ROOM NAME
CORR.
2.3.3.38
31 SF
HHS - MENTAL HEALTH
3.3.1.01
WAITING
3.3.1.08
RECEPT.
3.3.1.09
OFFICE
3.3.1.11
OFFICE
3.3.1.12
OFFICE
3.3.1.13
OFFICE
3.3.1.20
OFFICE
3.3.2.01
WAITING
3.3.2.09
OFFICE
3.3.2.10
OFFICE
3.3.2.11
OFFICE
3.3.2.12
OFFICE
3.3.2.13
OFFICE
3.3.2.14
OFFICE
3.3.2.15
OFFICE
3.3.2.16
OFFICE
3.3.2.17
OFFICE
3.3.2.18
OFFICE
3.3.2.19
OFFICE
3.3.2.20
OFFICE
3.3.2.21
OFFICE
3.3.2.22
OFFICE
3.3.2.23
OFFICE
3.3.2.24
OFFICE
3.3.2.25
OFFICE
3.3.2.26
OFFICE
3.3.2.27
OFFICE
3.3.2.28
OFFICE
3.3.2.29
OFFICE
3.3.2.30
OFFICE
3.3.2.31
OFFICE
3.3.2.32
CRISIS OFFICE
3.3.2.33
CRISIS OFFICE
3.3.2.35
TOILET
3.3.2.36
MEETING ROOM '5'
3.3.2.37
WAITING
3.3.2.38
MED ROOM
3.3.2.39
DR. BALES & MUSUNURU
3.3.2.40
SHOT OFFICE
3.3.2.41
HOME CONSULTANTS
3.3.2.42
OFFICE
3.3.2.43
CRISIS ROOM
3.3.2.47
MEETING ROOM '2' & '3'
3.3.2.48
OFFICE
3.3.2.49
OFFICE
3.3.2.50
WORK ROOM
3.3.2.51
MEETING ROOM '4'
3.3.2.52
CLERICAL
3.3.2.53
MEETING ROOM '1'
3.3.2.55
OFFICE
122 SF
46 SF
198 SF
269 SF
66 SF
116 SF
114 SF
77 SF
52 SF
83 SF
90 SF
31 SF
91 SF
90 SF
90 SF
92 SF
91 SF
90 SF
90 SF
92 SF
123 SF
90 SF
90 SF
82 SF
144 SF
209 SF
93 SF
112 SF
101 SF
103 SF
92 SF
39 SF
135 SF
104 SF
80 SF
93 SF
98 SF
110 SF
93 SF
82 SF
73 SF
103 SF
101 SF
73 SF
68 SF
93 SF
101 SF
81 SF
73 SF
91 SF
173 SF
96 SF
70 SF
83 SF
84 SF
99 SF
105 SF
102 SF
91 SF
753 SF
32 SF
ROOM
NUMBER
CORRIDOR
2.3.3.29
154 SF
2.3.0.01
LOBBY
2.3.0.05
STOR.
2.3.0.11
LOBBY
2.3.3.01
WAITING
2.3.3.06
OFFICE
2.3.3.07
OFFICE
2.3.3.08
OFFICE
2.3.3.09
OFFICE
2.3.3.10
CLOSET
2.3.3.11
OFFICE
2.3.3.12
OFFICE
2.3.3.13
CLOSET
2.3.3.14
OFFICE
2.3.3.15
OFFICE
2.3.3.16
OFFICE
2.3.3.17
OFFICE
2.3.3.18
OFFICE
2.3.3.19
OFFICE
2.3.3.20
OFFICE
2.3.3.21
OFFICE
2.3.3.22
OFFICE
2.3.3.23
OFFICE
2.3.3.24
OFFICE
2.3.3.25
OFFICE
2.3.3.26
OFFICE
2.3.3.27
CONFERENCE
2.3.3.32
OFFICE
2.3.3.33
BREAK ROOM
2.3.3.34
OFFICE
2.3.3.35
OFFICE
2.3.3.36
OFFICE
2.3.3.37
STOR.
2.3.3.39
M.P. OFFICE
2.3.3.40
OFFICE
2.3.3.41
OFFICE
2.3.3.43
OFFICE
2.3.3.44
OFFICE
2.3.3.45
OFFICE
2.3.3.46
OFFICE
2.3.3.47
OFFICE
2.3.3.48
OFFICE
2.3.3.49
OFFICE
2.3.3.50
OFFICE
2.3.3.51
OFFICE
2.3.3.52
OFFICE
2.3.3.53
OFFICE
2.3.3.54
OFFICE
2.3.3.55
OFFICE
2.3.3.56
OFFICE
2.3.3.57
OFFICE
2.3.3.58
FAMILY ROOM
2.3.3.59
OFFICE
2.3.3.60
OFFICE
2.3.3.61
OFFICE
2.3.3.62
OFFICE
2.3.3.63
OFFICE
2.3.3.64
OFFICE
2.3.3.65
OFFICE
2.3.3.67
WORKROOM
2.3.3.68
CLERICAL
2.3.3.69
STORAGE
161 SF
85 SF
63 SF
104 SF
93 SF
109 SF
84 SF
91 SF
88 SF
43 SF
Not Placed
COMMENTS
CORRIDOR
3.3.2.03
74 SF
3.3.1.05
WAITING
3.3.1.06
RECEPT.
3.3.1.07
WORK ROOM
3.3.1.14
OFFICE
3.3.1.15
OFFICE
3.3.1.16
OFFICE
3.3.1.17
OFFICE
3.3.1.18
OFFICE
3.3.1.19
OFFICE
3.3.1.21
FILES
3.3.1.22
CLOSET
NET S.F.
CORRIDOR
3.3.2.04
215 SF
ROOM NAME
KIM
KRUEGER
ROOM
NUMBER
CORR.
1.2.4.07
49 SF
4/20/2016 10:45:06 AM
LOBBY
2.3.0.01
122 SF
STAIR
2.3.0.S2
174 SF
OFFICE
2.3.3.26
144 SF
REBECCA
SPULAK
REST.
2.3.0.02
150 SF
WOMENS
2.3.0.03
139 SF
DESIGNED
DRAWN
---
CRW
PROJECT NO.
O0002 - 6-16-0013
LEVEL: 2
ELEVATION: 796.25'
NORTH
3/32" = 1'-0"
LEVEL: 3
ELEVATION: 779.3'
DATE
APRIL 20, 2016
SHEET NO.
A221
2,364 DGSF
7.4%
HHS - FISCAL
1,934 DGSF
6.1%
PLANNING
2,257 DGSF
7.1%
ZONING
1,394 DGSF
4.4%
SHARED
1,771 DGSF
5.6%
HHS BUILDING
696 DGSF
2.2%
HHS - ADRC/ALTS
3,915 DGSF
12.3%
HHS - FISCAL
463 DGSF
1.5%
HHS - PUBLIC HEALTH
4,263 DGSF
13.4%
HHS - MENTAL HEALTH
442 DGSF
1.4%
FLOOR COMMON AREA
6,919 DGSF
1,749 DGSF
GROSS SQUARE FEET:
CONFERENCE
ROOM '2'
1.3.1.02
334 SF
PASS
1.3.1.01
64 SF
CLOSET
1.3.1.03
75 SF
OFFICE
1.3.2.09
142 SF
KATHY
HOFFMAN
WORK
ROOM
1.3.1.05
128 SF
OPEN
OFFICE
1.3.1.06
266 SF
LINDA
RASMUSSEN
OPEN
OFFICE
1.3.1.07
147 SF
LOVONNE
HOHN
OFFICE
1.3.1.09
238 SF
ROSEMARY
DAVIS
115 SF
125 SF
132 SF
212 SF
125 SF
125 SF
188 SF
CORR.
1.3.0.01
594 SF
WAITING
1.3.1.08
89 SF
OFFICE
1.3.2.10
128 SF
SUE
LILLGE
OFFICE
1.3.1.12
288 SF
JOHN
RATHMAN
OFFICE
1.3.2.11
137 SF
SUSAN
HURLEY
HHS - FISCAL
3.4.7.12
FISCAL OFFICE
3.4.7.16
FISCAL OFFICE
3.4.7.17
FISCAL OFFICE
3.4.7.18
FISCAL OFFICE
103 SF
96 SF
96 SF
94 SF
OFFICE
1.3.2.12
100 SF
BONNIE
KRUPKA
LOBBY
1.3.3.01
58 SF
STORAGE
1.3.1.11
118 SF
CORRIDOR
1.3.3.02
484 SF
WOMENS
1.3.0.05
171 SF
DN
OPEN TO LOBBY BELOW
OFFICE
1.3.2.14
100 SF
TORI
LEHMAN
OFFICE
1.3.2.15
134 SF
JANET
SCHMIDT
M.H.
3.4.7.33
100 SF
PENNIE
LINNA
OFFICE
3.4.6.20
94 SF
SARAH
RHONE
OFFICE
3.4.6.19
91 SF
VALERIE
DAVIS
OFFICE
3.4.6.18
138 SF
CATHY
RANDERSON/
CAREY CULLEN
MENS
TOILET
ROOM
3.4.0.07
153 SF
STOR.
3.4.7.35
28 SF
WAITING
3.4.6.01
112 SF
EXAM
ROOM
3.4.6.32
328 SF
KATHY
GRASSMAN
CLERICAL
3.4.6.02
116 SF
CORRIDOR
3.4.6.06
100 SF
P.H.
OFFICE
3.4.6.15
96 SF
JO ELLEN
BLADIAZ
OFFICE
3.4.6.14
95 SF
KAREN
VOLKMAN
CLERICAL
3.4.6.03
170 SF
OFFICE
3.4.6.13
91 SF
CINDY
BRILSKI
SERENA
DAVIS
PEGGY
HARTFIEL
JAN.
1.3.1.13
29 SF
OFFICE
1.3.5.09
178 SF
BECKY
MEURMARS
OFFICE
1.3.5.08
133 SF
OFFICE
1.3.3.03
140 SF
TRACI
MEUKMANS
HHS - FISCAL
OFFICE
1.3.3.14
141 SF
DAVE
JOHNSON
OFFICE
3.4.6.12
98 SF
NATALIE
VANDERVELD
LOBBY
3.4.0.01
266 SF
ELEV.
-ARIC
SENNENSCHEIN
STEPHANIE STICKA
COMMUNITY
HEALTH
AIDE
3.4.6.11
119 SF
TRISTA GROTH
STAIR
3.4.0.S3
129 SF
STORAGE
3.4.6.10
71 SF
ELEVATION: 814.67'
PLANNING
CORRIDOR
1.3.3.02
484 SF
ZONING
OFFICE
1.3.3.04
147 SF
MENS
1.3.0.04
156 SF
OPEN
OFFICE
1.3.3.07
121 SF
OFFICE
1.3.3.13
212 SF
STEVE
SWANSON
STAIR
2.4.0.S3
171 SF
OFFICE
1.3.3.12
168 SF
KARA
HOMAN
2.4.0.01
111 SF
MIA LJUNG
OFFICE
1.3.5.02
163 SF
PATRICK
TAYLOR
OPEN
OFFICE
1.3.5.05B
180 SF
LORI
HURST
MEETING
'3'
1.3.5.04
168 SF
OPEN
OFFICE
1.3.3.09
287 SF
WAITING
1.3.5.05A
157 SF
OFFICE
1.3.5.07
180 SF
AARON
JANSSEN
OFFICE
1.3.5.06
153 SF
STEPHANIE
LIND
OFFICE
1.3.3.11
132 SF
PATRICIA
SCHERER
FILES
1.3.3.10
125 SF
PRINT
ROOM
1.3.3.08
123 SF
OFFICE
1.3.3.19
125 SF
DOUG
DEPAS
OFFICE
1.3.3.06
115 SF
JIM
MEETING
'1'
1.3.4.02
759 SF
HHS ADMIN
OFFICE
3.4.7.14
95 SF
DEHART
DEHART
ADMIN
OFFICE
3.4.7.10
106 SF
FISCAL
OFFICE
3.4.7.12
103 SF
JUDY RICH
CORRIDOR
3.4.7.07
123 SF
HHS
CONFERENCE
ROOM 'A'
3.4.7.08
498 SF
HHS ADMIN
OFFICE
3.4.7.13
102 SF
TAMARA
NELSON
ADRC
OFFICE
3.4.7.11
109 SF
MARY
GUYETTE
VEST.
3.4.0.03
62 SF
VOICE/
DATA
3.4.0.06
65 SF
LEVEL: 4
ADRC
OFFICE
3.4.7.09
106 SF
NICOLE
SMITH
WAITING
3.4.7.01
136 SF
HSS
INTERVIEW
3.4.7.20
93 SF
LAB
3.4.6.08
119 SF
SANITARIANS
3.4.6.09
178 SF
SAI
XIONG
FILES
3.4.6.07
179 SF
ALTS
OFFICE
3.4.7.15
94 SF
LYNN
SCHROEDER
CORRIDOR
3.4.0.02
467 SF
WOMENS
TOILET
ROOM
3.4.0.08
139 SF
CORRIDOR
3.4.6.05
208 SF
OFFICE
1.3.2.16
146 SF
KAY
HERRLING
CORRIDOR
3.4.7.37
120 SF
JANITOR
3.4.0.11
45 SF
FISCAL
OFFICE
3.4.7.16
96 SF
BARB
MANSCHOT
BRIANNE
FENJKE
HHS - MENTAL HEALTH
TOILET
3.4.6.22
38 SF
OFFICE
3.4.6.16
94 SF
SARAH
CECCON
LISA
KILSDONL
CORRIDOR
3.4.7.02
212 SF
COFERENCE
ROOM 'B'
3.4.7.36
508 SF
CONFERENCE
3.4.6.21
288 SF
OFFICE
3.4.6.17
100 SF
KRISTIN
MIELKE
MERDN
HURLEL
FISCAL
OFFICE
3.4.7.17
96 SF
TERESA
BRINKMAN
CORRIDOR
3.4.7.06
187 SF
OFFICE
1.3.3.15
93 SF
INTERN
(VACANT)
VOICE/DATA
1.3.0.06
46 SF
FILES
1.3.5.03
104 SF
112 SF
116 SF
170 SF
179 SF
119 SF
178 SF
71 SF
119 SF
98 SF
91 SF
95 SF
96 SF
94 SF
100 SF
138 SF
91 SF
94 SF
288 SF
38 SF
328 SF
94 SF
102 SF
97 SF
105 SF
104 SF
OFFICE
1.3.2.13
100 SF
CLAIRE
HEGNER
STORAGE
(STANDBY
P.H./M.H.)
3.4.7.31
104 SF
M.H.
3.4.7.34
100 SF
LAUREN
COWELL
WORK AREA
CLERICAL
3.4.7.19
784 SF
WORK AREA
M.H.
3.4.7.32
100 SF
CHRIS
WARDLOW
MARUEEN
GRANGER
FISCAL
OFFICE
3.4.7.18
94 SF
GAIL
SWIECHOWSKI
OFFICE
1.3.3.16
111 SF
LUKE
BEHLING
PASS
1.3.4.04
77 SF
HHS - PUBLIC HEALTH
3.4.6.01
WAITING
3.4.6.02
CLERICAL
3.4.6.03
CLERICAL
3.4.6.07
FILES
3.4.6.08
LAB
3.4.6.09
SANITARIANS
3.4.6.10
STORAGE
3.4.6.11
COMMUNITY HEALTH AIDE
3.4.6.12
OFFICE
3.4.6.13
OFFICE
3.4.6.14
OFFICE
3.4.6.15
P.H. OFFICE
3.4.6.16
OFFICE
3.4.6.17
OFFICE
3.4.6.18
OFFICE
3.4.6.19
OFFICE
3.4.6.20
OFFICE
3.4.6.21
CONFERENCE
3.4.6.22
TOILET
3.4.6.32
EXAM ROOM
3.4.7.27
P.H.
3.4.7.28
P.H.
3.4.7.29
P.H.
3.4.7.30
P.H.
3.4.7.31
STORAGE (STANDBY P.H./M.H.)
100 SF
100 SF
100 SF
OFFICE
1.3.2.17
153 SF
JILL
CARLSON
TONI HOH
CORRIDOR
3.4.7.03
258 SF
CORRIDOR
3.4.0.09
830 SF
OFFICE
1.3.3.17
128 SF
BRAD
BASTIAN
COMMENTS
INTERN
HHS - MENTAL HEALTH
3.4.7.32
M.H.
3.4.7.33
M.H.
3.4.7.34
M.H.
RAMP
1.3.0.03
274 SF
WORK
ROOM
1.3.2.18
120 SF
WORK
ROOM
3.4.7.21
94 SF
HHS - PUBLIC HEALTH
ELEV.
-65 SF
OFFICE
1.3.5.01
305 SF
JOE
GUIDOTE
OFFICE
1.3.2.19
125 SF
CONTRACT
PRINTER /
SCANNER
CORRIDOR
1.3.2.07
121 SF
LACTATION
1.3.0.09
55 SF
136 SF
498 SF
106 SF
106 SF
109 SF
94 SF
784 SF
93 SF
94 SF
95 SF
28 SF
508 SF
CONFERENCE
ROOM '4'
1.3.2.05
244 SF
STAIR
3.4.0.S1
209 SF
OFFICE
1.3.2.20
124 SF
SHERRY
THOMPSON
DN
HHS - ADRC/ALTS
3.4.7.01
WAITING
3.4.7.08
HHS CONFERENCE ROOM 'A'
3.4.7.09
ADRC OFFICE
3.4.7.10
ADMIN OFFICE
3.4.7.11
ADRC OFFICE
3.4.7.15
ALTS OFFICE
3.4.7.19
CLERICAL
3.4.7.20
HSS INTERVIEW
3.4.7.21
WORK ROOM
3.4.7.22
ADRC OFFICE
3.4.7.35
STOR.
3.4.7.36
COFERENCE ROOM 'B'
HSS ADMIN
OFFICE
1.3.2.04
139 SF
JENNI
HERRICK
1.3.0.02
277 SF
334 SF
244 SF
759 SF
77 SF
81 SF
102 SF
95 SF
93 SF
95 SF
95 SF
93 SF
HSS ADMIN
OFFICE
1.3.2.02
144 SF
KAREN
MILKEY
HSS ADMIN
OFFICE
1.3.2.03
148 SF
LAURA
SMITH
ADRC
OFFICE
3.4.7.22
95 SF
LEIGH
BOLENDER
ADMIN.
OFFICE
3.4.7.23
93 SF
MECHANICAL
EQUIPMENT
3.4.0.04
940 SF
BOILER
3.4.0.05
591 SF
STAIR
3.4.0.S2
149 SF
CONF/
WORK
ROOM
1.3.3.20
125 SF
OFFICE
1.3.3.21
188 SF
STAIR
1.3.0.S1
181 SF
TIM ROACH
FLOOR PLAN
HHS ADMIN
OFFICE
1.3.2.01
180 SF
COLLEEN
HEITPAS
P.H.
3.4.7.30
105 SF
WENDY
BEYER
ADMIN.
OFFICE
3.4.7.24
95 SF
APPLETON, WI
3.4.7.13
HHS ADMIN OFFICE
3.4.7.14
HHS ADMIN OFFICE
3.4.7.23
ADMIN. OFFICE
3.4.7.24
ADMIN. OFFICE
3.4.7.25
ADMIN. OFFICE
3.4.7.26
P.H.
HHS - ADMIN.
ADMIN.
OFFICE
3.4.7.25
95 SF
AC-ES
PRINRSHP
P.H.
3.4.7.26
93 SF
ELLEN
KOSKI
HHS - FISCAL
REVISION
STAIR
1.3.0.S2
185 SF
P.H.
3.4.7.29
97 SF
CASSY
BERG
P.H.
3.4.7.27
94 SF
CONFERENCE
ROOM
CORRIDOR
3.4.7.04
76 SF
HHS - ADMIN.
140 SF
147 SF
121 SF
123 SF
287 SF
168 SF
141 SF
93 SF
111 SF
128 SF
NET S.F.
ROOM NAME
HHS - ADRC
P.H.
3.4.7.28
102 SF
MARY
DORN
ROOM
NUMBER
HHS - PUBLIC HEALTH
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
142 SF
128 SF
137 SF
100 SF
100 SF
100 SF
134 SF
146 SF
153 SF
120 SF
125 SF
124 SF
McMAHON
6.4%
REMODELING FOR:
OFFICE
FILES
OFFICE
OFFICE
OFFICE
CONF/ WORK ROOM
OFFICE
2,031 DGSF
DATE
ZONING
1.3.3.06
1.3.3.10
1.3.3.11
1.3.3.13
1.3.3.19
1.3.3.20
1.3.3.21
CONFERENCE ROOM '2'
CONFERENCE ROOM '4'
MEETING '1'
PASS
CLOSET
CORPORATION COUNSEL
NO.
SHARED
1.3.1.02
1.3.2.05
1.3.4.02
1.3.4.04
1.3.4.06
OFFICE
OFFICE
OPEN OFFICE
PRINT ROOM
OPEN OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
% FLOOR COMMON AREA
PLANNING
1.3.3.03
1.3.3.04
1.3.3.07
1.3.3.08
1.3.3.09
1.3.3.12
1.3.3.14
1.3.3.15
1.3.3.16
1.3.3.17
64 SF
75 SF
128 SF
266 SF
147 SF
89 SF
238 SF
118 SF
288 SF
180 SF
144 SF
148 SF
139 SF
CORRIDOR
3.4.7.05
68 SF
HHS - FISCAL
1.3.2.09
OFFICE
1.3.2.10
OFFICE
1.3.2.11
OFFICE
1.3.2.12
OFFICE
1.3.2.13
OFFICE
1.3.2.14
OFFICE
1.3.2.15
OFFICE
1.3.2.16
OFFICE
1.3.2.17
OFFICE
1.3.2.18
WORK ROOM
1.3.2.19
OFFICE
1.3.2.20
OFFICE
305 SF
163 SF
104 SF
168 SF
157 SF
180 SF
153 SF
180 SF
133 SF
178 SF
DEPARTMENT
CORRIDOR
3.4.6.04
94 SF
1.3.1.01
PASS
1.3.1.03
CLOSET
1.3.1.05
WORK ROOM
1.3.1.06
OPEN OFFICE
1.3.1.07
OPEN OFFICE
1.3.1.08
WAITING
1.3.1.09
OFFICE
1.3.1.11
STORAGE
1.3.1.12
OFFICE
1.3.2.01
HHS ADMIN OFFICE
1.3.2.02
HSS ADMIN OFFICE
1.3.2.03
HSS ADMIN OFFICE
1.3.2.04
HSS ADMIN OFFICE
COMMENTS
CORRIDOR
1.3.2.08
61 SF
CORPORATION COUNSEL
1.3.5.01
OFFICE
1.3.5.02
OFFICE
1.3.5.03
FILES
1.3.5.04
MEETING '3'
1.3.5.05A
WAITING
1.3.5.05B
OPEN OFFICE
1.3.5.06
OFFICE
1.3.5.07
OFFICE
1.3.5.08
OFFICE
1.3.5.09
OFFICE
NET S.F.
CORRIDOR
1.3.3.18
169 SF
ROOM NAME
CORRIDOR
1.3.2.06
120 SF
ROOM
NUMBER
HALL
1.3.1.11A
24 SF
4/20/2016 10:41:35 AM
CLOSET
1.3.4.06
81 SF
CORP COUNSEL
LEVEL: 3
ELEVATION: 812.5'
NORTH
3/32" = 1'-0"
DESIGNED
DRAWN
---
CRW
PROJECT NO.
O0002 - 6-16-0013
DATE
APRIL 20, 2016
SHEET NO.
A231
COUNTY EXECUTIVE
1.4.1.24
OFFICE
1.4.1.25
OPEN OFFICE
1.4.1.26
OFFICE
1.4.1.27
WORK ROOM
1.4.1.28
C.E. RECP AREA
FINANCE
1.4.0.14
1.4.1.02
1.4.1.03
1.4.1.07
1.4.1.08
PAYROLL
OFFICE
OFFICE
OFFICE
OFFICE
NET S.F.
162 SF
234 SF
421 SF
112 SF
226 SF
87 SF
146 SF
183 SF
139 SF
142 SF
HUMAN RESOURCES
1.4.1.10
OFFICE
1.4.1.11
OPEN OFFICE
1.4.1.13
OFFICE
1.4.1.14
OFFICE
1.4.1.15
OFFICE
1.4.1.20
HR FILE ROOM
1.4.1.21
OPEN OFFICE
1.4.1.22
OFFICE
1.4.1.23
WORK ROOM
210 SF
92 SF
129 SF
140 SF
172 SF
205 SF
890 SF
291 SF
68 SF
SHARED
1.4.1.06
1.4.1.16
1.4.1.19
254 SF
161 SF
257 SF
MEETING ROOM '6'
BREAK ROOM
MEETING ROOM '5'
COMMENTS
DEPARTMENT
% FLOOR COMMON AREA
COUNTY EXECUTIVE
1,296 SF
14.7%
FINANCE
2,711 SF
30.8%
HUMAN RESOURCES
2,551 SF
29%
SHARED
743 SF
8.4%
FLOOR COMMON AREA
1,029 SF
481 SF
GROSS SQUARE FEET:
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
ROOM NAME
McMAHON
ROOM
NUMBER
4/20/2016 10:51:50 AM
FLOOR COMMON AREA (FCA) WILL INCLUDE VERTICAL PENTRATIONS (ELEV., STAIRS, SHAFTS, ETC.)
OFFICE
1.4.1.26
421 SF
THOMAS
NELSON
C.E. RECP
AREA
1.4.1.28
226 SF
WORK
ROOM
1.4.1.27
112 SF
LISA LUX
ANN
HOELSBECK
HR FILE
ROOM
1.4.1.20
205 SF
OFFICE
1.4.1.14
140 SF
CINDY
GOLDEN
STAIR
1.4.0.S3
67 SF
JANE
TREML
OFFICE
1.4.1.13
129 SF
JANET
GALEN
BREAK
ROOM
1.4.1.16
161 SF
OPEN
OFFICE
1.4.1.09
205 SF
OPEN
OFFICE
1.4.1.11
92 SF
KARI
MORGENSEN
FILES
1.4.1.17
60 SF
VICKI
MCMAHON
OFFICE
1.4.1.10
210 SF
YOLANDA
GERRITS
JAN.
1.4.0.04
18 SF
FINANCE
PAM
JENSEN
VACANT
SHARED
VACANT
WOMENS
1.4.0.02
80 SF
OPEN
OFFICE
1.4.1.05
778 SF
VACANT
ROOF BELOW
MENS
1.4.0.03
80 SF
MEETING
ROOM '6'
1.4.1.06
254 SF
LISA
LEEMAN
ROOF BELOW
PAYROLL
COLLEEN
O'BRIEN
STAIR
1.4.0.S1
126 SF
TINA
SHATTERS
PAYROLL
1.4.0.14
87 SF
LISA
MILLARD
OFFICE
1.4.1.03
183 SF
B. MASSEY
OFFICE
1.4.1.02
146 SF
TAMMY
KRAHN
HHS BUILD - SOUTH
LEVEL: 4
OFFICE
1.4.1.07
139 SF
JULIE
BEACHOP
VOICE/
DATA
2.4.0.07
31 SF
HHS BUILD - NORTH
OFFICE
1.4.1.15
172 SF
KARIANN
HESSE
REMODELING FOR:
OFFICE
1.4.1.08
142 SF
NICOLE
SCHEUTTE
HUMAN
RESOURCES
MONICA
GOSZ
ELEV.
-81 SF
MEETING
ROOM '5'
1.4.1.19
257 SF
MECH.
1.4.0.05
420 SF
OPEN
OFFICE
1.4.1.21
890 SF
FLOOR PLAN
HUMAN
RESOUCES
APPLETON, WI
WORK
ROOM
1.4.1.23
68 SF
OFFICE
1.4.1.22
291 SF
REVISION
OFFICE
1.4.1.24
162 SF
CRAIG
MOSER
COUNTY
EXECUTIVE
NO.
OPEN
OFFICE
1.4.1.25
234 SF
LARRY
ABITZ
DATE
STAIR
1.4.0.S2
126 SF
ROOF BELOW
ELEVATION: 830.66'
DESIGNED
DRAWN
---
CRW
PROJECT NO.
3/32" = 1'-0"
NORTH
O0002 - 6-16-0013
DATE
APRIL 20, 2016
SHEET NO.
A241
REMODELING FOR:
REVISION
GROSS SQUARE FEET:
MECH.
1.5.0.01
1409 SF
LEVEL: 5
NORTH
FLOOR PLAN
DATE
1,815 SF
APPLETON, WI
NO.
DEPARTMENT GROSS FLOOR AREA:
STAIR
1.5.0.S3
110 SF
ELEVATION: 842.28'
DESIGNED
DRAWN
--CRW
PROJECT NO.
O0002 - 6-16-0013
DATE
APRIL 20, 2016
3/32" = 1'-0"
SHEET NO.
A251
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
4/20/2016 10:52:12 AM
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
4/20/2016 11:08:03 AM
227 OFFICE BUILDING: LOWER LEVEL
ROOM
NUMBER
ROOM NAME
CRIMINAL JUSTICE TREATMENT CENTER
002
DAY REPORT CENTER
002A
FAMILY SERVICES OFFICE
002B
FAMILY SERVICES SAFE EXCHANGE
002C
STORAGE
008
BREAKROOM
008A
OFFICE
009
CONFERENCE ROOM
010
SHARED STORAGE
NET S.F.
COMMENTS
373 SF
128 SF
275 SF
50 SF
127 SF
28 SF
556 SF
46 SF
MENS
WOMENS
005
006
50 SF
67 SF
BREAKROOM
008
127 SF
STAIRS
S-2
116 SF
338 SF
GROSS SQUARE FEET:
OFFICE
PASSAGE
008A
007
JOHN WELLS
53 SF
STORAGE
003
71 SF
MECH.
CORRIDOR
STORAGE
001
002C
275 SF
50 SF
CONFERENCE
ROOM
009
556 SF
FAMILY SERVICES
OFFICE
FAMILY SERVICES
SAFE EXCHANGE
002A
002B
275 SF
ANNE KRAEMERS
W:\PROJECTS\O0002\61600113\REVIT\Outagamie County - Office Building (227)\McM_Arch_Outagamie_County_Office_Building.rvt
TABITHA SEEFELDT
DAY REPORT
CENTER
STAIRS
SHARED
STORAGE
002
S-1
010
373 SF
98 SF
46 SF
CRIMINAL JUSTICE
TREATMENT CENTER
EXISTING BASEMENT PLAN
787 SF
APPLETON, WI
FLOOR COMMON AREA
220 SF
OUTAGAMIE COUNTY 227 OFFICE BUILDING
61.4%
OFFICE REMODELING FOR:
1,791 SF
004
REVISION
% FLOOR COMMON AREA
DATE
NO.
DEPARTMENT
CRIMINAL JUSTICE
TREATMENT CENTER
EQUIPMENT
ROOM
DESIGNED
DRAWN
---
CRW
PROJECT NO.
O0002-6-16-0013
EXISTING BASEMENT FLOOR PLAN
3/8" = 1'-0"
DATE
NORTH
APRIL 20, 2016
SHEET NO.
A100
227 OFFICE BUILDING: FIRST FLOOR
90 SF
99 SF
94 SF
88 SF
88 SF
163 SF
102 SF
46 SF
381 SF
STAIRS
OFFICE
S-2
108
115 SF
99 SF
88 SF
TIM CARPENTER
109
94 SF
BETH ROBINSON
WAITING
OFFICE
113
109B
88 SF
88 SF
DEPARTMENT
VETERANS SERVICE
1,242 DGSF
% FLOOR COMMON AREA
42.6%
CRIMINAL JUSTICE
TREATMENT CENTER
1,321 DGSF
45.3%
FLOOR COMMON AREA
353 SF
GROSS SQUARE FEET:
BARB MILLER
OFFICE
106
MICHELLE TEPOLT
120 SF
JEAN
GENERAL OFFICE
102
OPEN OFFICE
280 SF
111
381 SF
FILE ROOM
OFFICE
110A
110
102 SF
163 SF
BERNIE VETRONES
WORK AREA
112
OFFICE
ERICA BUTLER
37 SF
105
120 SF
LISA
WAITING ROOM
102A
90 SF
VETERANS SERVICES
OFFICE
OFFICE
104
103
191 SF
132 SF
JON LIDONNE
DAVID
FIRST FLOOR EXISTING PLAN
3/8" = 1'-0"
VESTIBULE
STAIRS
BATHROOM
101
S-1
111
82 SF
78 SF
46 SF
NORTH
EXISTING FIRST FLOOR PLAN
KAREN
APPLETON, WI
126 SF
OUTAGAMIE COUNTY 227 OFFICE BUILDING
107
280 SF
132 SF
191 SF
120 SF
120 SF
126 SF
37 SF
88 SF
OFFICE REMODELING FOR:
OFFICE
SHAUNA GROSSMAN
W:\PROJECTS\O0002\61600113\REVIT\Outagamie County - Office Building (227)\McM_Arch_Outagamie_County_Office_Building.rvt
109A
COPY ROOM/
STORAGE
REVISION
VETERANS SERVICE
102
GENERAL OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
112
WORK AREA
113
WAITING
COMMENTS
DATE
CRIMINAL JUSTICE TREATMENT CENTER
102A
WAITING ROOM
108
OFFICE
109
COPY ROOM/ STORAGE
109A
OFFICE
109B
OFFICE
110
OFFICE
110A
FILE ROOM
111
BATHROOM
111
OPEN OFFICE
NET S.F
NO.
ROOM NAME
OFFICE
ROOM
NUMBER
Tel: (920) 751-4200 Fax: (920) 751-4284
www.mcmgrp.com
McMAHON
4/20/2016 11:07:26 AM
CRIMINAL JUSTICE
TREATMENT CENTER
DESIGNED
DRAWN
---
CRW
PROJECT NO.
O0002-6-16-0013
DATE
APRIL 20, 2016
SHEET NO.
A111

Appendix A Existing Facilities Condition Audit

Transcription

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