HomeMy WebLinkAbout1282_001Four segments of our community with special housing needs are the elderly, mentally ill
developmentally disabled and special homeless segments. Many of our able bodied elderly own
large homes. Some would prefer to live in smaller homes or a condominium but feel they do not
have the resources to make the switch. Many do not need supportive housing services now but
are looking for a home that will allow for such services in the future. Some could be classified
as frail elderly and need a smaller, more maintenance free unit. The need for housing for the
mentally ill, developmentally disabled and homeless women, women with children, families and
runaway youth has been discussed.
The Village has reviewed the housing needs of current residents and those who are
expected to reside in the community to determine if there will be significant changes in housing
need. It is unlikely there will be significant changes in the Village's housing stock since there is
little buildable land within the corporate limits for new construction and the community has a
stable and desirable housing market.
E, 'Irsnes The 1990 U.S. Census estimated the Village's
. .......... -
sheltered homeless population at 13. Ten of these were adults and three were children. As was
mentioned earlier, the local volunteer PADS program is now serving up to 80 homeless
individuals in the northwest Cook County suburbs a night. Since PADS is nearing capacity, the
Village recognizes the need for additional shelter and services including day care, laundry, mail,
shone, employment training, medical care and counseling, In addition to homeless needs, there
will be a need for medical treatment, mental health facilities, drug addiction services, counseling,
employment training and group homes for those fleeing from domestic violence, the mentally ill,
the developmentally disabled, those with drug addictions, homeless youth and residents diagnosed
with AIDS and related diseases.
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,.&,rso,ns Th=ned,, 11W.4h a g: The needs of those threatened with
homelessness can, in many instances, be handled by existing agencies if they are adequately
funded and have available facilities. Assistance through a combination of counseling, job training,
day care and rental or mortgage payment assistance would be extremely beneficial to this group.
Table 1-E of the Village's 1994
Emulatil Al'' smi -,,o
-meless
CHAS reveals our best estimate, based on the 1990 Census, of the number of residents who can
be classified as elderly, frail elderly, persons with disabilities, persons with drug addictions and
residents with AIDS or related illnesses and in need of housing and supportive services. In each
case, the Village believes additional housing and services will be needed in the near future to
assist these residents in living in Mount Prospect.
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1 11 003 801 -OR-A Wa 1914
Acquisition: The only acquisition contemplated will be for a federal Section 202 senior
housing building. No site has been identified and no Village property is available.
Rehabilitation: The Village's C.D.B.G. funded housing rehabilitation programs will
continue to benefit low, very low and moderate -income residents. These programs provide a 0%
home repairs loan and a 50% subsidy for home weatherization improvements on owner occupied
dwellings. Additional financial assistance may be sought from the HOME program or local
lenders'..
New Construction: A new Section 202 senior housing building would be the only
development that would involve new construction.
Homebuyer Assistance: Using federal HOME funds and the resources of private lenders,
the Village may seek to develop a first-time homebuyers program.. The Village currently
pardcipates in the Illm*ois Housing Development Authority's Mortgage Credit Certificate first-time
homebuyer program.
Rental Assistance: The Village will continue to encourage the use of the Section 8 Existing
Housing Assistance Payments program for eligible residents as a way of lowering the cost of
rental housing. The Section 8 Program allows selected renters to pay % of their monthly
income for rent. The balance is paid by HUD. A similar program could be developed using
HUD federal HOME funds.
Homeless Assistance: Homeless programs contemplated over the next five years include
utilizing the FEMA Emergency Shelter Grant for eligible homeless activities, including those for
homeless women and women with children and HOME funds for the acquisition and/or
rehabilitation of a rental property and for facilities for run away youth, the mentally ill or
developmentally disabled.
Homeless Prevention: HUD Section 8 Existing Housing Assistance Payments or
financial payment should be available for those households and individuals facing
emergency
hopelessness due to no fault of their own except their loss of income,
No planned assistance except federal HOME funds being administered by the
State. See the above FEDERAL PROGRAMS section.
Mount Prospect operates a code enforcement program and a number of social
services, mentioned earlier, from it's Human Resources Division which
address needs for rental assistance and homeless prevention.
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Local lenders may be solicited to participate in a first-time homebuyers program
and a housing rehabilitation program. Please see the FEDERAL
PROGRAMS section.
Non-profit organization, such as CERA -Northwest, WINGS, Catholic Charities
and The Harbor, may utilize their own funds in matching other funds and
to provide gap financing.
niblic Poli=*Aff=,n,e, and A-vai"Jah, 1* The Village's review
I Iry
of government, policies that affect housing centered on taxing policies, land use controls, building
codes and fees. We did not look into growth policies or the return on residential investment since
Mount Prospect has no active growth limit policies, local rent control or return on investment
regulations.
Mount Prospect's local government has aging rate of 91 cents per $100.00, whiph
represents about 10% of the total property tax rate of $9.12 per $100.00. This rate is comparable
to other communities in the area. Local school districts receive approximately 60% of these
taxes. Mount Prospect is located in Cook County, the only county in Illinois to tax residential
property at a lower rate than businesses and industries. Residential owner occupied property here
is assessed at 16% of market value. Aparu encs are assessed at 22%. The commercial and
industrial rates are at 38% and 36%. All other counties in the state have a single property tax
assessment of 33 %. This does not mean actual residential taxes are lower, for the current property
tax multiplier is 1.9946 per $100.0+x. Surrounding counties have multipliers of just over 1.0.
Village land use and zoning ordinances allow residential units to be occupied by up to five
unrelated individuals or up to eight unrelated individuals if in a supervised group homes setting.
Group homes are permitted by ordinance and does not need special use approval. The Zoning
Code is proposed to be amended to permit multiple uses on a single property in the Central
Commercial (downtown) district. Housing units are not permitted above businesses in any other
district. "Granny" units are not permitted on any residential lots. The minimum lot width for
detached residential lots in the R-1 district (single family residence) is 65' and 75' on comer lots.
The Village Development Code requires that all residential streets be built 31' back to back of
curb and that storm water detention facilities be built on all residential developments exceeding
2 acres in size and/or receiving a lot coverage variation.
The building code reflects both national professional construction standards as well as state
and federal government requirements. Some of the requirements of these Codes can increase the
cost of housing. For instance, federal handicap accessibility standards now state that new housing
must be convertible for handicap use. Thus, plumbing must be installed at standard heights as
13
well as be ad ustable for handicap use. Halls and restrooms must be sized to meet handicap
standards and wheelchair requirements. Safety related code items also negatively effect housing
affordability. For instance, less expensive pipe material, like plastic, is not permitted because of
the toxic smoke haza it may present during a fireand the potential health problems when used
for drinking water. The Village fire, code requires residential buildings of over 5000 S.F. to have
fire sprinkling systems. Mandatory fire wall construction for multiple unit construction also
increases construction cost. The electrical code prohibits the use of Romex and other less
expensive wiring and notes that wiring must be in conduit.
Mount Prospect will consider changes in its codes and policies that effect housing
affordability as long as they if not compromise the building and/or development in terms of
health or safety.
Developer fees include permit fees, development fees, bonds and letters of credit. Permi
0
fees cover the cost of structural, plumbin, and •electrical inspections as well as •ta
gpping on
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sewer and water utilities. Development fees include a one time donation to the Village to cove
immediate and future service needs of the residents of the development. Bonds and Letters o
01
Credit are used to ensure developments are constructed according to Code and approved plans
This plan is designed to cause little or no displacement. If displacement should occur, the
Village of Mount Prospect will utilize the relocation services of the Mipority Enterprise Resources
Corporadon (M.E.R.C.), other similar agency or its own resources to locate suitable housing for
those effected. The Village will provide such assistance as required by local, state and federal
law.
In the Market and Inventory Characterisdcs section of this plan, the major problem in fair
housing choice was identified as the cost of housing. A potential problem is illegal discriminatory
practices. In order to protect citizens from such practices, the Village has adopted a Fair Housing
Ordinance that identifies illegal activities, provides a means of redress and requires a local poster
with a complaint phone number be displayed where housing transactions occur. To date, the
Village has not received any formal fair housing complaints.
PriofityN"=JlWaine, Qmmnfty, In addition to housing needs, the
Village, through it's public hearing and survey process, has identified non -housing community
development needs. These include primary health care services, neighborhood recreational
opportunities, after school and summer learning and recreational activities, a senior shared
housing program., street improvements and additional park land and park land development. These
needs are further identified in theattached Community Development Block Grant -Entitlement
application and the Village's street, reconstruction plan as prepared by the Village Engineering
Division. Park improvements needs have been noted in Village Visions- Committee meetings and
a Plan Commission meeting.
With the approval of this plan and C.D.B.G. application, approximately 20 households
may be brought out of poverty. See the Five Year Strategy and Annual Plan for details on how
this will be accomplished.
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In summary, Mount Prospect's five year strategy involved the following purposes and
objectives:
1. Promote the construction of new affordable housing for low income and very low
income elderly so to alleviate the rental cost burden of these individuals in our community.
2. Recognize the special needs of elderly low income and very low 'income elderly
residents and support the provision of these so those in need can five in a safe and healthy
environment.
3. Promote homeownership opportunitiel
4. Promote rental assistance to alleviate rental cost burdens including Ing severe cost
burdens, experienced by low and very low income individuals and families, especially large families.
5. Support the development of group homes se * the mentally ill, developmentally
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disabled and other group homesrecogm, zed, as being u*nportant in resolving in the housing and service
needs of Mount Prospect residents.
6. Support the provision of transitional housing and related services for homeless
individuals and families that provide self-sufficiency skills in a supervised or case management
delivery system.
VIA
As noted in HUD's Consolidated Plan instruction manual, the purpose of this section is to
present priorities for the investment of private and public funds in housing, both rental and
homeowner, and services based on the needs identified in the Community Profile. The public funds
will be received under the National Affordable Hou ' sing Act. These priorities are designed to
complement the Comprehensive Plan of the Village of Mount Prospect, assist residents in finding
decent and affordable housing in all residential areas of the Village, address the needs of special
populations in the community and carry out the purposes and meet the goals of the Act.
The Village's priority analysis and development strategy calls for all resources to be available
village -wide and among all eligl"'ble residents within the Village. A priority should be made for serving
low and very low income elderly and large families.
Mount Prospect has identified priority needs it will address in the five years based on the data
and needs documented in the Community Profile section of this document. These are: senior citizen
housing with rental assistance, special housing needs of the elderly, housing for first time home buyers
15
and employees working in Mount Prospect, assisted rental housing, housing with services for the
mentally ill and developmentally disabled and transitional housing for the homeless. The strategy for
the implementation of each follows.
SII h
Hbusina, m A
* ",RJOW.,&�istana*, Senior H� Me'abi1i,,tatlio Assigange,aind.
: This priority was noted after a review of housing needs shown in the
Three Year HAP of 1988., Five Year CHAS of 1991, CHAS public hearing testimony and reports and
the 1990 Census. The Census reported a considerable increase in the elderly population over the age
of 60 in Mount Prospect, from 11.38% of the population in 1980 to 17.64% "in 1990 and that 675
elderly renters 'in 1990 had incomes below 3 0% of median income.
Pdoi To provide new construction housing for elderly low income residents.
Very low-fficome (0% to 50% of N4FI) and low-income (5 1 % to it
of NEI) - Elderly.
Five Year Results: Identify site for 75 units of new Section 202 or similar
program units with a Section 8 Set -Aside.
a
Institutional Capacity: Mount Prospect is interested in supporting a Section
202 application but has not 'identified a satisfactory site for the
development. Villagefunds may be used to assist in this
project. Service agencies and organizations will be utilized in providing
needed services to residents.
Pn*Qdty 2: To address the special needs of elderly low income and very low
0 'dents in various
g housin• settings. Very low-income (0 %
income resi
to 5 00.zo of MFI) and low-income (5 1 % to 8 0%Elderly.
Five Year Results: 10 units of newly created shared senior housing.
25 units of rehabilitated senior homes.
25 units of Section 8 Existing Housing Assistanc
Payment.
rnstitutional Capacity: The Resource Center for the Elderly is knowledgeablC
in senior shared housing programs and volunteer housing repa
ff
i
programs. Village stawill work with the agency in promoting thes
housing activities. Mount Prospect's C.D.B.G. program has offere
a
'SJ
'e
housing rehabilitation loans and subsidies for the past 13 years and Wi*
continue to offer these to very low and low 'income residents, includin
elderly homeowners.
The Housing Authority of Cook County provides Section 8 housing
assistance payments *in Mount Prospect. Over the years there has been
an increase in the number of such payments to eligible senior citizens.
The Village supports the PHA continuing to provide such payments.
M
I,M!:. LMY 1Jaco1=,,,,,,,Homeb , ula As was noted in the Community Profile
section, it is becoming increasing difficult for low income residents to buy and live in owner occupied
housing in Mount Prospect. The Village of Mount Prospect believes that workers whose jobs are
in the Village should be able to find affordable housing in Mount Prospect. Current homeowners can
normally move into Mount Prospect using the equity income received from the sale of their home.
First time purchasers have difficulty with downpayments and the monthly mortgage payment.
Enorily 3. To provide housing opportunities for first time low income
homebuyers. Examples of the housing problem can be found in the
Community Profile section. Low-income (51 % to 80% of MFI) - All
renting households.
Five Year Results: Assist 25 households in becoming first time homebuyers.
Institutional Capacity: Funding would come from the Home Investment
Partnership Act (HOME). In 1995, Mount Prospect will discuss with
neighboring communities their interest in organizing together a first
time homebuyers program and organize needed resources in the
community. Funding availability is critical to achieving this priority.
C.D.B.G. funds may be used to bring project homes up to Housing
Quality Standards (HQS) and Village Code. Ucal banks have become
involved in the general affordability issue and will be asked to
participate. Mount Prospect will also continue participation in the
Mortgage Credit Certificate Program, operated by the Illinois Housing
Development Authority, which provides federal tax credits to eligible
Mount Prospect first time homebuyers.
mistanegforlYm TQ',wdn9A=, sild=''S.- Due to the high rents
charged for housing, one of the major housm'g problems in Mount Prospect is a lack of rental financial
assistance payments for very low income and low income residents. The best opportunity for
providing rental assistance will be through existing rental properties using the Section 8 Existing
Housing Assistance Payments Program vouchers and certificates. A Section 8 promotional effort
should be made throughout the community so there are no concentrations of low income or minority
households in any neighborhood. Another potential source of rental assistance payments is the
federal HOME program.
'PhQAtL4: To promote a financial rental assistance program throughout the
Village for Mount Prospect residents. Very low-income (0% to 50%
of MFI) and low-income (51 % to 80% of MFI) - All renting
households.
Five Year Results: Assist the Housing Authority of Cook County in providing
tenant based vouchers and certificates to low income and very low
income Mount Prospect renters.
17
Institutional Capacity: Mount Prospect has contact with and knowledge of
all rental properties in its corporate boundaries through the
Landlord/Tenant Ordinance. Staff will contact all rental property
owners or managers and inform. them of the benefits of renting to
Mount Prospect renters with the Section 8 Existing Hous* Assistance
Ing
Payments Program. HUD C.D.B.G. funds may be used with those of
0
pnvate lenders and others to help rehabilitate these units.
DgW''O-Dmenta ly Dighl! The local National Alliance for
ffie Mentay M organization has indicated a need for group homes over the next couple of years and
is pursuing several funding sources to finance these homes. Additional support may be needed to
rehabilitate the selected properties for appropriate use by the occupants. Special services will need
to be provided. Similar needs have been identified for the developmentally disabled. The need for
this housing and associated services was discussed in the Community Profile section.
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PriojU 5. To provide financial assistance in the purchase or rehabilitation of
housing for the mentally ill and or developmentally disabled. Very low-
income (0% to 50% of MFI) and low-income (5 1 % to 8 0% of
All mentaffy ill and developmentally disabled.
Five Year Results: Assist the National Alliance for the Mentally M or similar
organizations with the purchasing or rehabilitation of a residential home
for use as a community residence for the mentally ill, or assist other
such organizations in providing similar housing and services for the
mentally ill or developmentally disabled.
Institutional Capacitv: Mount Prospect intends to assist the National Alliance
for the Mentally Ill or similar organization with the purchase or
rehabilitation of a home in Mount Prospect to be used as a supervised
co i nunity residence for the mentally ill or developmentally disabled.
Funding for the project may be from Mount Prospect's C.D.B.G. -funds,
the State of Illinois Mental Health Department, corporate donations,
HUD's Section 811 program or other appropriate sources.
Rfioritv 6: To assist qualified agencies in provng transitional housing to
residents with emphasis on providing self-sufficiency skills and in a case
management or other appropriate setting. Very low-income (0% to
5 01 of NEI) and low-income (5 1 % to 80% of NEI) - All homeless
residents.
i
Five Year Results: Assist qualified agencies n applying for financing and
obtaining other assistance in opening transitional housing units in
Mount Prospect.
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housingRgsid= Mount Prospect has no
public
units and thus will not have any public housing improvement vrograms or public
housing resident initiatives.
+..��During the next!
basedve years, staff will continue to
require all loose paint, under the Village's housing rehabilitation loan programs, be removed and
either covered or repainted. We Will also provide public information and education on the problem
encountered with lead paint and measures to be taken to reduceand protect
M
MT—Ar" POR,
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As noted in HUD's Consolidated Plan instruction manual, the purpose of this section is
to present priorities for the investment of private and public funds in housing and services based
on the needs identified in the Community Profile. The public funds will be received under the
Is
National Affordable Housing Act. These priorities are designed to compliment the
Comprehensive Plan of the Village of Mount Prospect, assist residents in finding decent and
affordable housing in all residential areas of the Village, address the needs of special populations
in the community and carry out the purposes and meet the goals of the Act.
The Village's priority analysis and development strategy calls for all resources to be
available village -wide and among all eligible residents within the Village. A priority should be
made for serving low and very low income elderly and large families as well as special
populations of the homeless or near homeless.
Mount Prospect has identified priority needs it will address in the next year based on the
data and needs documented ire, the Community Profile section of this document. These are:
assisted senior citizen rental housing, special housing needs of the elderly, housing for first time
home buyers and employees working in Mount Prospect, assisted rental housing and housing for
the mentally ill and developmentally disabled. The strategy for the implementation of each
follows.
HOU S
Aaa*al!�,d Stmior Cit nW_H._H r
This priority was noted after a review
R 10, &0 111*119 and S idi� aW Ass, =)=.
of housing needs shown in the Three Year HAP of 1988, Five Year CHAS of 1991, CHAS
public hearing testimony and reports and the 1990 Census. The Census reported a considerable
increase in the elderly population over the age of 60 in Mount Prospect, from 11.38 % of the
population in 1980 to 17.64% in 1990 and that 675 elderly renters in 1990 had incomes below
30% of median income.
01 it
forl, v.1: To provide new construction housing for elderly low income
residents. Very low-income (0% to 50% of MFI) and low-
income (51 % to 80% of MFI) - Elderly.
One Year Results: Identify site for 75 units of new Section 202 or
similar program units with a Section 8 Set a Side or promote other
housing suitable for senior citizen use.
Institutional Capacity: Village staff asked Catholic Charities to submit
an application for a Section 202 subsidized senior housing development
in the Village of Mount Prospect for elderly Mount Prospect eligible
21
residents in 19 92. The application was approved by HUD and a Section
202 fund reservation made for the project. Catholic Charities was unable
to use the fund reservation in Mount Prospect as a result of their losing their
option on the selected site. Mount Prospect is still interested in supporting
a Section 202 application but has not identified a satisfactory site for the
development. Village C.D.B.G. funds may be used to assist in this project.
Service agencies and organizations will be utilized in providing needed
services to residents. If a Section 202 project is found not practical for
available senior site opportunities, other funding scenarios may be utilized.
r
o T• address the special needs of elderly low income and very
tority 2 1
low income residents in various housing settings. Very low-
income (0 % to 50 % of MFI) and low-income (51 % to 80 % of
Elderly.
One Year Results: 5 units of newly created shared senior housing.
5 units of rehabilitated senior homes.
3 units of Section 8 Existing Housing
Assistance Payment.
I
Institutional Capacity: The Resource Center for the Elderly
knowledgeable in shared housing programs and the recently forme(
Resources for Community Living personnel have experience with Higl
School District 214 in using volunteers for housing repair programs. Villag(
staff will work with these agencies in promoting these housing activities
Mount Prospect's C.D.B.G. program, has offered housing rehab flitatiol
loans and subsidies for the past 13 years and will continue to offer these t(
very low and low income resident, including elderly homeowners. Th
Authority of Cook County will continue to a
Housingdminister the Sectio
8 Housing Assistance Payments program in the Village. If addition
vouchers or certificates become available, the Village expects eligible Moun
Prospect senior residents to apply for them.
nce
Wo Ho As was noted in the Community Profile
section, it is becoming increasing difficult for low income residents to buy and live in owner
occupied housing in Mount Prospect. The Village of Mount Prospect believes that workers whose
jobs are in the Village should be able to find affordable housing in Mount Prospect.
Privritv 3: To provide housing opportunities for first time low income
homebuyers. Examples of the housing problem can be found in the
Community Profile section. Low-income (51 % to 80 % of MFI) All
renting households.
irst time hornebuyers.
Itne Year Results: Assist 5 households in becoming f
W
Institutional Capacity: Funding would come from the Home Investment
Partnership Act (HOME). In 1995, Mount Prospect will discuss with
neighboring communities their interest in organizing together a first time
homebuyers program and organize needed resources in the community.
Funding availability is critical to achieving this priority. C.D.B.G. funds
may be used to bring project homes up to Housing Quality Standards (HQS)
and Village Code. Local banks have become involved in the general
affordability issue and may be asked to participate. The Village has been
successful in providing a Mortgage Credit Certificate activity to new first
time homebuyers. This program is administered by the Illinois Housing
Development Authority and offers a federal tax credit incentive.
Aatatan= hQr,..V&ry,LD_vy Inco=, . . ......... M, ""'d Due to the high rents
charged for housing, one of the major housing problems in Mount Prospect is a lack of rental
financial assistance payments for very low income and low income residents. The best
opportunity for providing such assistance for these renters is to use the Section 8 Existing Housing
Assistance Payments Program vouchers and certificates. A Section 8 promotional effort should
be made throughout the community and this should be done in such a manner as to insure there
are no concentration of low income or minority households in any neighborhood. Another
potential source of rental assistance payments is the federal HOME program.
PrioriTo promote a financial rental assistance program throughout the
Village for Mount Prospect residents. Very low-income (0% to
50 % of MFI) and low-income (51 % to 80 % of MFI) - All
renting households.
One Year Results: Assist the Housing Authority of Cook County in
promoting tenant based vouchers and certificates to low income
and very low income Mount Prospect renters.
Institutional Capacity: Mount Prospect has contact with and knowledge
of all rental properties in it's corporate boundaries through the
Landlord / Tenant Ordinance. Staff will contact all rental
property owner's or managers and inform them of the benefits
of renting to Mount Prospect renters with the Section 8 Existing
Housing Assistance Payments Program. 'HUD C.D.B.G. funds
may be used with those of private lenders and others to help
rehabilitate these units.
. ..... 111.9 The local National Alliance for the Mentally III organization
has indicated a need for group homes over the next couple of years and is pursuing several
funding sources to finance these homes. Additional support may be needed to rehabilitate the
selected properties for appropriate use by the occupants. Special services will need to be
provided. Similar needs have been identified for the developmentally disabled. The need for this
housing and associated services was discussed in the Community Profile section.
23
Prioritv 5: To provide financial assistance in the purchase or rehabilitation
of housing for the mentally ill and/or the developmentally disabled.
Very low-income (0 % to 50 % of MFI) and low-income (51 % to
80% of MFI)-All mentally ill.
" VI
Year Results: Assist the National Alliance for the Mentally Ill
or similar organizations upon request with the purchase and/or
rehabilitation of a residential home for use as a community residence
for the mentally '111 or developmentally disabled..
Institutional Capacity: Mount Prospect intends to assist the National
Alliance for the Mentally Ill or other qualiffiedorganization with the
purchase and/or rehabation of a home in Mount Prospect to be
used as a supervised community residence for the mentally ill or
developmentally disabled. Funding for the project may be from
Mount Prospect's C.D.B.G. funds, the State of Illinois Mental
Health Department, corporate donations, HUD's Section 811
program or other appropriate sources.
mitv 6. To assist qualified agencies in providing transitional housing to
residents with an emphasis on providing self-sufficiency skills in a
case management or other appropriate management style. Very low-
income (0 % to 50 % of MFI) and low-income (51 % to 80 % of MFI)
- All homeless residents.
One Year Results: Assist qualified agencies in applying for financing and
obtaining other assistance in operating and/or opening transitional
housing units in Mount Prospect. Such assistance could include a
grant from the C . D . B . G . program.
Institutional Capacity: CEDA-Northwest, WINGS and other agencies have
6. &
experience in successfully operating transitional housing activities in Mount
Prospect. FEMA -Emergency Shelter Grants and other funds may also be
utilized by such agencies and should be supported by the Village.
It should be noted that he above indicated priorities will have a positive effect in meeting housing
affordability needs in Mount Prospect, and will also may a positive effect on the needs of the
homeless and near homeless.
ME
m
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op
Mount Pror-oftect will perform semi-annual reviews of all Mount Pror,*%ect C.D.B.G. sub -
recipients. These will include collecting data on the number of residents receiving services and
a visit to their particular programs. A written report will be filed noting the results of the review.
Staff will also request annual reports from the Housing Authority of Cook County on their
aff may assist
progress g in providinSection 8 and other assistance in Mount Prospect. Stthe PHA
in encouraging Mount Prospect residents in applying for the Section 8 program.
A report from the Village W1611 also be prepared on the progress of it 's Section 202, HOME
or other National Affordable Housing Act activities. This, will become part of it's C.D.B.G.
Grantee Performance Report filed with HUD.
we
Run Date: 01/20/95 U.S. Department of Housing and J" Development Run Time: 10,23:50
CPD Consolidated Plan System
Homeless Populations and Subpopulations
Total #
Total #
Homeless Reception/Day
Homeless
Part 1: Homeless Population
(a + c + d)
Families with Children
S he Ite r- s-
1. Number of Homeless Families
0
2. Number of Persons in Homeless Families
5
Individuals not In Families
AP
0
3. Youth (17 years of age or younger)
0
4. Adults (18+ years of age)
18
TOTAL (lines 2 + 3 + 4)
23
Part 2: Subpopulations
0
0
% of
Homeless Persons with Service Needs Related to:
Total
1. Severe Mental Illness (SMI) Only
8.7
2. Alco.hol/Other Drug Abuse Only
60.9
3. SMI and Alcohol/Other Drug Abuse
0.0
4. Domestic Violence
0.0
5. AIDS/Related Diseases
0.0
Total #
TOTAL NUMBER SERVED BY
Homeless Reception/Day
Emergency
Transitional
Unsheltered Centers
S he Ite r- s-
Housi'I ng
(a) W
(d)
AP
0
0
0
0
0
0
5
0
0
0
0
0
10
0
8
0
10
0
13
0
Part 2: Continued
% of
Number I 6. Other (Specify)
Total
2 I Homeless Youth
31.0
14
0
J
0 1
0 J
01/20/95 U.S. Department of Housing and Urban Development 10:25:01
CPD Consolidated Plan System
Listing of Priority Needs
HOMELESS NEEDS
Outreach Assessment
Emergency Shelters
Transitional Shelters
Permanent Supportive Housing
Permanent Housing
FAM INDIV WISPECIAL NEEDS
M M H
L L M
H M M
H H M
H H H
E
Priority Need Level
Est. Dollars
H High
M - Medium
�S#•
Needed
Priority Need
L = Low
N = No Such Need
Units
To Address
HOUSING NEEDS
0-30%
31-50%
51-80%
Renter/Sm Family/Cost Burden > 30%
H
H
L
564
500,000
Renter/Sm Family/Cost Burden > 50%
H
H
M
225
200,000
Renter/Sm Family/Physical Defects
H
M
M
666
6009000
Renter/Sm Family/Overcrowded
M
M
L
290
290,000
Renter/Lg Family/Cost Burden > 30%
H
H
M
114
100,000
Renter/Lg Family/Cost Burden > 50%
H
H
M
42
40,000
Renter/Lg Family/Physical Defects
M
M
M
216
2000000
Renter/Lg Family/Overcrowded
M
M
L
219
2200000
Renter/Elderly/Cost Burden > 30%
M
M
L
505
500,000
Renter/Elderly/Cost Burden > 50%
H
H
M
202
2001000
Renter/Elderly/Physical Defects
H
M
L
505
5001000
Renter/Elderly/Overcrowded
L
L
L
10
101000
Owner/Cost Burden > 30%
H
M
L
11202
112009000
Owner/Cost Burden > 50%
H
H
M
442
4000000
Owner/Physical Defects
H
H
M
10038
113000000
Owner/Overcrowded
M
M
L
132
130,000
HOMELESS NEEDS
Outreach Assessment
Emergency Shelters
Transitional Shelters
Permanent Supportive Housing
Permanent Housing
FAM INDIV WISPECIAL NEEDS
M M H
L L M
H M M
H H M
H H H
E
01/20/95 U.S. Department of Housing and Urban Development
CPD Consolidated Plan System
Listing of Priority Needs
Priority Need Level
H = High M = Medium Est.
Priority Need L = Low N = No :such Need Units
10:25:03
Est. Dollars
Needed
To Address
PUBLIC FACILITY NEEDS
PRIORITY NEED LEVEL
Senior Centers
N
0
Youth Centers
M
500,000
Neighborhood Facilities
M
5001000
Child Care Centers
N
0
Parks, Recreational Facilities
H
500,000
Health Facilities
M
500,000
Parking Facilities
M
110001000
Other Public Facilities
N
0
INFRASTRUCTURE IMPROVEMENTS
Solid Waste Disposal Improvements
N
0
Flood Drain Improvements
L
100,000
Water Improvements
L
100,000
Street Improvements
M
100,000
Sidewalks Improvements
L
50,000
Sewer Improvements
M
100,000
Asbestos Removal
L
500,000
Other Infrastructure Improvements Needs
L
100,000
PUBLIC :SERVICE NEEDS
Senior Services
L
500000
Handicapped Services
H
50,000
Youth Services
M
50,000
Transportation ,Services
L
100,000
Substance Abuse Services
L
100,000
Employment Training
M
100,000
Crime Awareness
M
100,000
2
01120/95 U.S. Department of Housing and Urban Development 10:25:04
CPD Consolidated Plan System
Listing of Priority Needs
Priority Need Level Est. Dollars
H = High M = Medium Est. Needed
Priority Need L = Low N = No Such Need Units To Address
Fair Housing Activities L 100,000
Tenant/Landlord Counseling L 100,000
Child Care Services L 100,000
Health Services H 80,000
Other Public Service Needs N 0
ACCESSIBILITY NEEDS
Accessibility Needs
HISTORIC PRESERVATION NEEDS
Residential Historic Preservation Needs L
Non -Residential Historic Preservation Needs L
ECONOMIC DEVELOPMENT NEEDS
Commercial -Industrial Rehabilitation M
Commercial -industrial Infrastructure L
Other Commercial Industrial Improvements L
Micro - Businesses L
Other - Businesses L
Technical Assistance L
Other Economic Development Needs L
OTHER COMMUNITY DEVELOPMENT
Energy Efficiency Improvements H
Lead -Based Paint/Hazards L
Code Enforcement M
PLANNING
Planning L
0
Total Estimated Dollars Needed To Address: $ 13,820,000
3
SF -424
APPLICATION FOR FEDERAL ASSISTANCE Program: CDBG
1. TYPE OF SUBMISSION:
Applicant: 6, 8, 10
Application:
C Preapplication:
2. DATE SUBMITTED:
04/09/95
Applicant Identifier:
B -95 -MC -17-0027
3. DATE RECEIVED BY STATE:
0
State Identifier:
0
4. DATE RECEIVED BY FEDERAL AGENCY:
Federal Identifier:
Other:
5. APPLICANT INFORMATION:
Village of Mount Prospect, Illiniois
Legal Name:
Planning Department
Organizational Unit:
100 South Emerson Street
Address:
PROCESS? C
Mount Prospect, IL 60056
County:
Cook
Contact person:
Michael Sims
Telephone Number:
(708) 818-5313
6. EMPLOYER ID NUMBER:
36-6006011
7. TYPE OF APPLICANT:
C.
8. TYPE OF APPLICATION:
C
If revision:
9. NAME OF FEDERAL AGENCY:
U.S. Dept. of Housing & Urban Development
10. CATALOG OF DOMESTIC FEDERAL ASSISTANCE NUMBE.R:14-21
Title:
Community Development Block Grant -Entitlement
11. DESCRIPTIVE TITLE OF APPLICANT'S
PROJECT:
1995 Community Development Block Grant "CDBG" Entitlement Grant
12. AREAS AFFECTED BY PROJECT:
Village of Mount Prospect
13. PROPOSED PROJECT
Start Date: 05/01/95 End Date: 12/31/95
14. CONGRESSIONAL DISTRICTS:
Applicant: 6, 8, 10
Project: 618,10
IS. ESTIMATED FUNDING:
Federal:
393000
Applicant:
0
State:
0
Local:
0
Other:
0
Program Income:
17493
TOTAL:
410493
16. IS APPLICATION SUBJECT TO
REVIEW BY STATE EXECUTIVE ORDER 12372
PROCESS? C
17. IS THE APPLICANT DELINQUENT ON ANY FEDERAL DEBT? N
18. THE DOCUMENT HAS BEEN AUTHORIZED BY THE GOVERNING BODY OF THE APPLICANT:
Authorized Representative:
Michael E. Janonis
Title:
Village Manager
Telephone number:
(708) 392-6000
Date Signed:
04/09/95
Run Gate:
01/20/95 U.S. Department of Housing and Urban Development
Page: 1
Run Time:
10:47:16
GPD Consolidated Plan System
Listing of Proposed Projects
Project ID 1
Proposed
Local Code
Project Title and Description
Activity Coderrit a/Citation
Funding Sources
Accomplishments
1
Boxwood Advocacy/Neighborhood Services
05
CDBG $
131800
150 Youth
Program
Youth Services 1570.201 {e}
NODE $
0
1.2
The enc provides an after school
agency
ESG $
0
learning and recreational activty during the
HQPIIIIA $
0
school year and a five week similiar program
SUBTOTAL: $
13,800
during the summer at Euclid School
PHA Funding$
0
primarily for law and moderate -income
g Assisted Hs $
TOTAL: S
0
13 800
young people in the Boxwood community.
Helps prevent homelessness?
Helps the homeless?
Helps those with HIV or AIDS?
CDBG National Objective Citation:
Subreclplent: Non -Section 204
Location; CT & BG
No
No
No
570.208(a)(2) - LOWIMOD LIMITED
CLIENTELE BENEFIT
Prior Year honey? No
2 Access to Care Program 05 CDBG $ 111000 467 People (General)
Health Services 1570.201 {e} HOME $ 0
1.3 Provides to low and moderate -income
ESG $ 0
residents physican care, prescription drugs,
HOPIIVA $ 0
lab tests and x-rayservices to those not SUBTOTAL: $ 11,000
eligible for other publicly assisted health PHA Funding$ 0A 0
care and those without private health
ssisted Hsg $
insurance.
TOTAL: $ 11,000
Helps prevent homelessness?
Helps the homeless?
Helps those with HIV or AIDS?
CDBG National Objective Citation:
Subrecipient: Nan -Section 204
Location: CITY WIDE
No
No
No
570.208(a)(2) -LOW/MOD LIMITED
CLIENTELE BENEFIT
Prior Year Money? No
Run Date:
01/20/95 U.S. Department of Housing and Urban Development
Page.- 2"
Run Time:
10:47:17
CPD Consolidated Plan System
Listing of Proposed Projects
Project ID /
Local code
Project Title and Description
Activity Coderritle/Citation
Funding Sources
Proposed
Accomplishments
11
Senior Services - Senior Shared Housing
05A
CDBG $
11400
8 Elderly
Senior Services 1570.201 (e)
HOME $
0
1.4
Provides low-income senior home owners
ESG $
0
with an additional income by renting to the
HOPWA $
0
low-income at afforable rates. Program
SUBTOTAL:$
11,400
provides counseling and on-going support.
PHA Funding $
0
Assisted Hs g $
0
Helps prevent homelessness?
Yes
TOTAL: $
1,400
Helps the homeless? Yes Prior Year Money? No
Helps those with HIV or AIDS? No
CDBG National Objective Citation: 570.208(a)(2) - LOWIMOD LIMITED
CLIENTELE BENEFIT
Subreciplent: Non -Section 204
Location: CITY WIDE
4 New Horizons / Neighborhood Services 05 CDBG $ 5,700 120 Youth
Program Youth Services / 570.201 (e) HOME $ 0
1.5 The program will create three pre -teen and ESG $ 0
teenage groups, meeting twice a week, to HOPWA $ 0
improve the child's self reliance, establishing SUBTOTAL:$ 5,700
personal goals and provide personal PHA Funding $ 0
opportunities for the child to participate in Assisted Hsg $ 0
neighborhood activities. TOTAL: $ 5,700
Helps prevent homelessness?
Helps the homeless?
Helps those with HIV or AIDS?
CDBG National Objective Citation:
Subreciplent: Non -Section 204
Location: CT & BG
Cook County: ; CT 8050.02, BG 5
No
No
No
570.208(a)(2) - LOWIMOD LIMITED
CLIENTELE BENEFIT
Prior Year Money? No
Run Date:
01/20/95 U.S. Department of Housing and Urban Development
ESG $
Page: 3
Run Time:
10:47:18
CPD Consolidated Plan system
600
PHA Funding $
0
Assisted Hsg $
0
Listing of Proposed Projects
800
Prior Year Money?
Yes
Project ID 1
Proposed
Local Code
Project Title and Description
Activity Code/Title/Citation
Funding Sources
Accomplishments
8
Transitional Living Program
05
CDBG $
6,000
84 People (General)
Public Services (General)
HOME $
0
1.6
This new program provides transitional
570.201 (e)
ESG $
0
housing and supportive services, including
HQPWA $
0
the development of self-sufficiency skills, to
SUBTOTAL: $
61000
homeless residents, all in a case
PHA Funding $
0
management approach.
9 Rp
Assisted Hsg $
0
TOTAL: $
8,000
Helps prevent homelessness?
Hells the homeless?
Helps those with HIV or AIDS?
CDBG National Objective citation:
Subreclplent: Non -Section 204
Location: CITY WIDE
Yes
Yes
No
570.208(a)(2) - LOW/MOD LIMITED
CLIENTELE BENEFIT
Prier Year Money? No
12 Resources for Community Living 056 CDBG $ saa 0 People (General)
Handicapped Services / 570.201 (e)
1.7 The agency will provide affordable housing
and individualized support services for
adults with developmental and physical
disabilities with a shared housing approach
with able bodied home owners or assist in
finding affordable rental units.
Helps prevent homelessness?
Helps the homeless?
Helps those with HIV or AIDS?
CDBG National Objective Citation:
Subrecipient: Non -Section 204
Location: CITY IMIDE
Yes
Yes
No
570.208(a)(2) -LOW/MOD LIMITED
CLIENTELE BENEFIT
HOME $
0
ESG $
0
HQPWA $
0
SUBTOTAL: $
600
PHA Funding $
0
Assisted Hsg $
0
TOTAL: $
800
Prior Year Money?
Yes
Run Date:
01/20/95 U.S. Department of Housing and Urban Development
Page: -
Run Time:
10:47:19
CPD Consolidated Plan System
Listing of Proposed Projects
Project ID /
Local Code
Project Title and Description
Activity CodelTitio/Citation
Funding Sources
Proposed
Accomplishments
7
Single Family Housing Rehabilitation/Home
14A
CDBG $
274,993
15 Housing Units
Weatherization
Rehab; Single -Unit Residential 1
HOME $
0
2.1
0 % interest housing rehabilitation loan for
570.202
ESG $
0
low -moderate income homeowners to
HOPWA $
0
correct code violations and weatherize.
SUBTOTAL: $
274,993
PHA Funding $
0
50% subsidy payments for energy
Assisted Hsg $
0
conservation improvements on homes
TOTAL: $
2749993
owned and occupied by low -moderate
Prior Year Money?
Yes
income homeowners.
Flood grants made in prior years for
low-modertate income homeowners.
Helps prevent homelessness?
Helps the homeless?
Helps those with HIV or AIDS?
CDBG National Objective Citation:
Subreciplent: None
Location: CITY WIDE
Yes
No
No
570.208(a)(3) - LOW/MOD
HOUSING BENEFIT
Run Date:
01120195 U.S. Department of Housing and urban Development
CDBG $
Page: 5
Run Time:
10:47:19
CPD Consolidated Plan System
0
7.1 Program administration and planning
570.206
ESG $
0
Listing of Proposed Projects
HOPWA $
0
Project ID /
No
SUBTOTAL: $
47,000
Helps the homeless?
Proposedosed
LocalCode
Project Title and Description
Activity Code/Title/Citation
Funding Sources
Assisted Hsg $
Accomplishments ents
10
Handicap Ramps Improvements
10
CDBG $
501000
500 Public Facilities
Removal of Architectural Barriers 1
HOME $
0
570.201 (k)
ESG $
0
4.3
The installation of handicap ramps at
HQPVIIA $
0
intersections and other appropriate locations
SUBTOTAL: $
50,000
withinubl c road right-of-ways.
RPHA
Funding $
0
Helps prevent homelessness?
No
Assisted Hsg $
0
Helps the homeless?
No
TOTAL: $
50,000
Helps those with HIV or AIDS? No
CDBG National Objective Citation: 570.208(a)(2)- LOWlMOD LIMITED Prior Year Money? No
CLIENTELE BENEFIT
Subreciplent: Nene
Location: CITY WIDE
g Program Administration
21A
CDBG $
47,000 0
General Program Administration 1
HOME $
0
7.1 Program administration and planning
570.206
ESG $
0
HOPWA $
0
Helps prevent homelessness?
No
SUBTOTAL: $
47,000
Helps the homeless?
No
PHA Funding $
0
Helps those with HIV or AIDS?
No
Assisted Hsg $
0
CDBG National Objective Citation:
TOTAL: $
47,000
Subreci lent: None Prior Year Money? No
p
Location: N/A
ARTICLE I
PURPOSE, SCOPE AND ENFORCEMENT
Section 16.101. Title, This Chapter shall be known and cited as "The Development Code of the
Village of Mount Prospect."
Section 16.102. Pumose. This Chapter regulating the subdivision of land and the overall
development of property is hereby made a part of the requirements for the development of all
property contained in the Official Map of the Village of Mount Prospect and Environs, Cook
County, Illinois. It is intended to provide for the harmonious development and redevelopment of
the V`fflage of Mount Prospect and its contiguous areas; for the coordination of streets within new
subdivisions with other exist* or planned streets; for the dedication and acceptance of land
Ing
required for public uses; for the preparation of subdivision plats and the procedure for their submittal
and recording in and about the Village of Mount Prospect, Illinois in accordance with the authority
vested in the municipality under the provisions of the "Revised Cities and Villages Act" of the State
of Illinois.
Section 16.103. IntLr "rglion, Coi In their interpretation and application, the provisions of this
Cliapter be held to be the minimum requirements for the promotion of the public health, safety
and welfare.
A. Except as specified hereinafter, these regulations are not intended to interfere with, abrogate or
annul any other regulation, covenant or restriction relating to the subdivision or development of
land.
B. Whenever this Chapter imposes requirements or specifications different from those imposed by
any other regulation, covenant, standard, reference or restriction, whichever imposes more
restrictive or higher standards shall apply.
A. Enforcement. The Director of Community Development shall be the enforcing officer of this
Chapter, except for those portions designated for enforcement by the Director of Public Works
and/or Fire Chief.
B. Violation and Penalties.
1. Any person who Violates, disobeys, omits, neglects or refuses to comply with or resists the
enforcement of this Chapter shall be guilty of a misdemeanor and shall upon conviction be
fined not less than fifty dollars ($50.00) nor more than five hundred dollars ($500.00) for each
offense. A separate offense shall be deemed committed for each day such violation exists.
2. The owner or occupant of any land, building, structure or any part thereof, or any architect,
builder, contractor, agent or other person who commits, participates in, assists in, or maintains
such violation may each be found guilty of a separate offense and suffer the penalties herein
provided.
3. Nothing contained herein shall be construed to prevent the V'dlage from taking such other
lawful action as is necessary or appropriate to prevent or remedy any violation.
Section 16.105. Eflt'gon, , E st niz, '& EgIM115", and, Z.Q QW, fiag, Nothing in this
Chapter shall be deemed to require any change in the plans, construction or designated use of any
land or structure in the event that:
A. Final plat or plan approval for such subdivision or development was lawfully issued prior to the
effective date of this Chapter, or the effective date of any amendment thereof-, and
B. Such approval has not by its own terms expired prior to such effective date; and
C. Such approval was issued on the basis of an application showing complete plans for proposed
construction; and
D. There has been a substantial expenditure or incurrence of substantial obligations by the applicant
in reliance on such approval; and
E. Such expenditure or incurrence of obligations were made prior to published or actual notice of
a proposed amendment to this Chapter, which amendment would have made illegal the issuance
of such approval; and
F. Construction pursuant to such approval is complete prior to the expiration of such approval.
Section 16.106. 5cgDg..Qf JD
Ions, All developments shall be constructed in
accordance with the standards set forth in this Chapter. No person shall commence or cause to be
commenced any of the following developments within the corporate limits of the Village unless a
development plan has been approved by the Director of Community Development.
A. Any residential development of any parcel of land involving construction of more one
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16
B. Any nonresidential development of any parcel of land involving the construction of any new
building(s) or structure(s); having a total floor area in excess of five hundred (500) square feet.
C. Any development involving expansion by more than twenty five percent (25%) of an existing
structure to which this Section would apply if constructed new after the effective date hereof.
SM
�M
D. Any development of any parcel of land that will require more than two(2) parkingaces in an
� )spaces P y
residential zoning district, or one (1) parking space in any business or industrial zoning district.
E. y eloo' , � t of; 1, of land invol 4n - the construction of an public private school
any or P a
br os , t or church, or any place of public asse ,,,
,Section 16. 107
1 � n, n person shall s� i ode or resin w a any
, t .tone and o e-
p� � o l located t; � orate l � � �s o, theVillage,or wi f (1: 112
mules of said corporate limits but not within the corporate limits of any other municipality
acting, pursuant to the Illinois Revised Statutes; unless a
subdivision phat 'has been, r � � the a � Commission, the recommendation of
y n�, the Plan
C,omrnission hals been forwarded to the ViU, age Board, and thelat has been reviewed and approved
P PP
�y" the President d oar�d of T � �stee�s of the "V ge as required by this Chapter; rovided that the
. P
following shall be exempt from this Chapter.
A. The division of land into parcels each greater than five (S) acres in size and which does not
involve any new streets or easements of access.
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048
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gap' eaiffteMS- Ief tJ WAAW JL4LA,4.104, W T'%Ok& Lik"),
ee&A
B. The sale or exchange of parcels of land between owners of contiguous and adjoining land "
W
C. The conveyance of parcels of land or interests therein for use as a right of way for railways or
other public utility facility which does not involve any new streets or easements of access.
D. The conveyance of land for highway or other public purposes or grants or conveyances relating
to the dedication of land for public use or instruments relating to the vacation of land impressed
with a public use.
E. Conveyances made to correct descriptions in prior conveyances.
Section 16.108. hill*.0-of5ale, No sale of any parcel of land creating a subdivision covered
by this Chapter shall be consummated until a subdivision plat, together with required data, has been
reviewed by the Plan Commission, the recommendation of the Plan Commission has been forwarded
to the Village Board, and the plat has been reviewed and approved by the President and Board of
Trustees of the Village as required by this Chapter.
it
qw-RU-M Off$ 6 a
I Lots M" If : 0w 91, subdivision - I
, "" rough oraded; and
Vt.
14 1
4. Storm water runoff 1,--,JR� provided for; and
5. Roadways and/or fire lanes providing access to the lot and subdivision have been paved with
t" binder course of asphalt, as set out herein., 4
C. No Certificate of Occupancy shall be issued for ,any st'ructure, or building' unless the
Map-"
Public Works and Director of Conununl`ty Development certify that the pu 1"'
private improvements required by this Chapter for the parcel have been installed in conformity
with approved plans and specifications. In the event that weather conditions prevent completion
of all improvements, a cash escrow payment equal to the amount of all uncompleted
improvements shall be filed with the Village to ensure that improvements will be completed
within thirty (3 0) days of the onset of the next building season. The filing of this cash escrow and
written guarantee shall allow for the issuance of a temporary Certificate of Occupancy,7wmHm,
no% iqthar-
MdLMATI—XV ^I Ak
IJ -1 7
Cwi� 13`1A.
Section 16. 110. B=r.",, No plat of subdivision shall be recorded in the office of the Recorder
ww -AXW&
of Deeds of Cook County, is') 1 4",
or have any validity, until it shall have been approved in the manner prescribed by this Chapter.
&I
ME
Section 16. 111. � Upon finding that severe hardship, caused by conditions
Kp gnu ul''l"w°uuwuyumgruuu4xW aN}{i
consideration would be imposed upon an applicant b
yuniquely attributable to the ,
compliance with these regulations and upon a finding that there are alternate feasible means of
fulfilling the purpose and sport of the regulations to protect the public health safety and welfare
the Plan Commission may recommend, and the President and Board of Trustees may ant
-91 AA
from the regulations of this Chapter.
Section#M #+. or tChapterd to be #
such # #shall not
Board
ME
ARTICLE H
NULES AND DEFINITIONS
Section 16-20 1. The following rules of construction apply to the text of this Chapter:
I
A. Words used in the present tense shall include the future, and the words used in the singular
number shall include the plural number, and the plural the singular.
B. The word "shall" is mandatory and not discretionary.
C. The word "may" is permissive.
D. The word "person" includes an individual, partnership, firm, corporation, association, or other
legal entity.
E. In the case of any diffierence of meaning or implication between the text of this Chapter and any
0
caption or illustration, the text shall control.
Section 16.202. Mollowing definitions shall apply in the interpretations and
enforcement of this Chapter:
il�!iiij��iiii 11i's 1 1! 111111111
F11122 IN ff'XMM* W&,tA1V #,L4* JM,144'rr Ap W W 40MLI�l M U W,
APRON*. An extension of a driveway lying between the right-of-way line and the curb and gutter
A #
44%tall Lt k
(or the pavement edge if there is no curb and gutter) of the street. TLft .. �Few
mi
01 V #
"S
BENCHMARK,: A permanent or semi-permanent physical mark of known elevation referenced
to a recognized datum.
BLOCK: A tract of land bounded by streets, or by a combination of streets and public parks,
cemeteries, railroad rights-of-way, shorelines of waterways, or boundary lines of municipalities.
0 11 ITS
011.1., Wi i
Wj
CE ICATE OF OCCUPANCY OR OCCUPANCY PERMIT: The certificate issued by the
Village which permits the use of a building in accordance with the approved plans and specifications
and which certifies compliance with the provisions of law for the use and occupancy of the building
together with any special stipulations or conditions of the building permit.
COMPREHENSIVE PLAN: The plan for the long range growth and development of the Village
including graphic and written proposals and supporting or implementing documents, as are adopted
and amended from time to time.
ligiggillsollmn
TWW
DETENTION (DRY STORAGE): The temporary on-site storage of storm water runoff, which
does not include any permanent water surface.
L WU�111 W IV
IRM -00
_7_
DIRECTOR OF COMMUNITY DEVELOPMENT: The Director of Community Development
imam
of the Village of Mount Prospect, or, %11h%0A;PA 144 k,v%j I XIN
uthorized agent(s).
PUBLICDIRECTOR OF Worksg
A"N;F1 rauthorized Prospect, or
,.
ent(s).
40z �� V
------------------------
ii! i RIMER
��
portion of a lot or parcel which abuts a public street.
FRONTAGE.
GRADE: The elevation above mean sea level used for establishing the following:
I
a. Natural Grade - the normal contour of the land prior to alteration or improvement-,
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c. Finished Grade - the elevations or contours resulting from excavation or filling as approved
by the Village.
GUARANTEE: A form of security, including cash escrow, letter of credit, or
Zaccept
able by the Village to assure that required improvements are completed., operatmag
proper, y, or adequately maintained.
MIPROVEMENTS: Any building, structure, object or change to the natural state of the land on
which they are situated which increases its utility, value, or habitability.
Priv Any such improvement for which the responsibility of ownership and
maintenance will be retained by the property owner, lessee, or association of owners.
I mra. tm n t a , ,,;' P Any such improvement ^far which the responsibility of ownership and
maintenance will be assumed by the Village, another governmental unit, or a public utility, or
which is constructed for general public use or benefit.
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abutting4ha
LOT, COWNER: A lot p (2) more streets at their 'intersection. -er's-jitat"L �,6*, A&*
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------------- - ------- - - ---------------
PALRKWAY: That part of the public street right-of-way not occupied by the street pavement and
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located between the back of curb
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PLAN COMNUSSION: The Commission of appointed officials authorized brMwy the Village Board
yg,,VVIAM
..... . . . ..
t
to review subdivision p
olats,
PLANNED UNIT DEVELOPMENT: A parcel of land, " or contiguous parcels of land of a size
sufficient to create its own character which is planned and developed as a single entity, containing
two or more principal structures or uses, with appurtenant common areas and which is under single
PLAT: A map or chart of a parcel(s) of land.
,velli in� 111 A tentative map indicating the proposed layout and showing all required details
of a subdivision.
I I
Einal ... Riat A map of all or part of a subdivision or resubdivision and any supporting
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documentation, providing substantial conformance with the 7
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00 ft,Q( �°.�r�e� A map or a parcel or lot depicting boundaries of the property, and the location of
—11—
PLANNED
W11am
all buildings, structures, and improvements with precise dimensions indicated.
JAN
SIG TRUNGLE: A -
tmg.War area established at the intersection of two streets or a street and
a, dri inwhich, nothin iis erected, planted, placed, or aflowed to grow so as to limit or obstruct
the sight distance, of motorists.
W MWAMM r P III M. W, 1 F9. W. IMPT P.M.
I I IN i
STREET: An area which provides for vehicular and pedestrian access to abutting land or to other
streets. A "street" includes the entire ri"t-of-way and any improvements which may be located
,.of -way. right-of-way
within the right
Arterial A street intended for continuity to carry traffic beyond the Village boundaries with
principal emphasis on access control and maximum volume capacity.
Collector A secondary street 'Intended to carry traffic from local streets and abutting land to
artenals.
A street intended to provide direct access to abutting properties.
Ernnuam'Road A street parallel and adjacent to an arterial designed to provide direct access to
abutting properties or local streets and with controlled access to the arterial.
Own �t IT YF i ASR r Mk, I
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An undedicated street which is privately owned and maintained.
&bl'I"c ^'reA street which has been formally dedicated to and accepted by a public body.
SUBDIVIDER: Any individual(s), firm, corporation, trust, or other legal entity having an interest
in land that is the subject of a subdivision or resubdivision.
SUBDIVISION: The division or proposed division of a lot, tract, or parcel of land into two (2) or
more lots, tracts, parcels, sites, or other units for the purpose of sale, lease, or development.
VILLAGE: The Village of Mount Prospect, Cook County, Illinois
VILLAGE ENGINEER: The Village Engineer of the Village of Mount Prospect, or h6
.'*o,. h x a "° ;,'.i ,74 '.'YAP " ' M �v�„ 9� ,� w , 'l� , nrd �,',�aN +qqq!�"" �y' , w . , . .. ^ e ., ^•,. ;.: y,; ^r Q ,"."...
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m m. ">✓ "�^",, � °� ”", ,, m, ^�,, � ." ^ � r w" ,„, ” � m ®�^„�^ w ,� �"�"�r r�'�"W,�,�wr �a �� w�+"r"w,� � "� �'� ;, , u�w� ��"���"
n
�,, :'�"�^"r"r.r�. w �9„����” a �;. rW "r"r"`f, . �' � �" .��,m d'.ror,ac� w ., � �� u�u�.�"�arw.e,.a.*� �� .r�w.�� ,� � �. " w�,.. ��" y� m n �., ���^mw, w m �. "r. � �,�n��� �' �",r".r�4 n � :-."^�. , , - ..,. s.ti .�. ,a..x.", �" m u�"�J w � + � +'/ � w „• .�w��,"„�W.WW�.r.�W J:� :����r��"r�• -”
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- 13 -
+ter Prospect, Zoning as mnend
(Ord. 3513, 4-16-85)
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ARTICLE M
PROCEDURES
• lab
19 1W W
VW" 0
.t nis may be accomplished through presentation, by the subdivider to the Community Development
Deparmient 94 of a concept Plan of the proposed subdivision +.r the road system and general
land usecat
egones, and layout of lots, withother information as needed for the particular site.
Section 16.302. o" enj J!,Ign, Any person proposing to develop any property within the
corporate limits of the Village of a type enumerated in Section 16.1 06 of this Chapter shall file with
the Department of Community Development a development plan,in a quantity and form as required,
as follows:
�W M!bftl
General h&m1afi The following general information, where applicable, shall be shown
on the development plan:
a- Date of preparation, North point and she of drawing, which shall be no less than one inch
equals one hundred feet (I" — 1001).
b. Legal description of the parcel.
c. The name and address of the owner of record, the applicant, and the surveyor, licensed
professional engineer, architect or planner who prepared the plan.
I
d. Zoning classifications of the parcel and of adjacent property.
e. Present uses of the parcel and of adjacent land.
fThe following "Abag,t"'Ite amar-ex,pe, layr C g% Sam 6 a in * - -, , ' ,
M L 4; IV
'hat
State of Illinois )
)ss.
-15-
County of Cook )
Approved by the Director of Community Development of the Village of Mount Prospect, Cook
County, Illinois, this day of. 119
Director of Community Development
#lid
2. Exi tr d-iJ1,=,(, The following conditions, if found to exist on the parcel, shall be shown
on the plan, as needed for the particular site:
a. The location, width and names of all streets within or adjacent to the parcel, together with
easements, public utility and railroad rights of way and other important features such as . . . .......
boundary
4`4
MUTUMP
a], fines, lot comers and monuments,
b. All easements denoted by fine intermittent fines, clearly identified, and if already of record,
the recorded references as to use and location of such easements, the width of the easement,
its length and bearing, and sufficient ties to locate it definitely with respect to the plan. If an
easement is not precisely located of record, a description of such easement should be included.
w,,; ".°'` a" ","4F .p.' a'id"ydf,#fife rY°riw t^.,d""' ""v df a.w r.. ✓ P "„ „.,, P "
Ole
c. Contour lines of the parcel and all adjacent land within one hundred feet (100' of the
boundaries of the parcel showing intervals no greater than:
(1) Two foot (2) contour intervals for ground slopes less than or equal to ten percent
(10%).
(2) Five foot (5') contour intervals for ground slopes exceeding ten percent (10%).
d. The location and direction of all watercourses and the location of all areas subi ect to
flooding, including-,
(1) The flowlines of streams and channels showing their normal shorelines, floodway
Emits, and the 100 year flood fringe.
OM §;'So and any detention basins
%11
1WX
(2) Lakes, ponds, swamps, marsheq
0
showing their normal shorelines and"961 ''way its and lines 'of inflow and outflow, if
any.
e. Natural features such as wooded areas and preservable trees.
f The location of all existing structures and their elevations, showing those structures that
OHM
wiH be removed and those that will remain on the parcel after the development is completed.
i n
7helOcat"O , andisize of existing sanitary and stom sewers, water m ,Ins, culverts drain
Pipes, catchbasinsManholeshydran�ts, and electnical and gas, lines vAth, n the parcel and in
0jacent streets or n-ghts of way,
3.R I=rov==,, Is, The following improvements, if proposed or required, shall be
shown on the plan or*in supporting docuuments:
a. Streetsand rights of way,, shovM,'ng theloca,
—tion, widths, and names. Thep tan shall show
the relationship between emsting and proposed streets.
b. Easements showing width and purpose.
0, '0
c. En'g ineerin ut, lity plan showing size and location of sanimy and storm sewers,, water
mains, cu,"I'vert's and electn,c and gas lines.
d. it to'be de&,*'cated for school,,, par, k; piaywound or other pubc purposestogetherwith
appropnate acreage of each: accurated, with dtmens,ion,s, an ely outl' nd with thePurpose
Wicated thereon.
e. Location of any area, with dimensions, to be reserved by deed covenant for common use
of all property owners or tenants.
f. The proposed uses of the parcel, including the number and type of residential units and
gross floor area by use.
Proposed grading plan of the parcel with contour fines meeting the requirements of
Subsection 16.302 -A -2-c of this Section.
h. Location and dimensions of on-site pedestrian and vehicular access ways, design of
vehicular ingress and "�b` P'enl the site, and curb and sidewalk lines, including sidewalk
ramps for the 'hand,*i,c,,app"e'd"'�'.In accordance with Illinois Department of Transportation '���
"'Standards,,
All off-street par n& loading spaces and watkways, indicating type of sur&cing, sat
W
angle of stalls, width of a a*sles and a specific schedule shovnng the number of parking spaces
provided.
j . Location and intensity of outdoor lighting system.
k. Location of trash receptacle enclosures.
4.SUDDg #
..ftli , ne The following supporting data shall be submitted in separate statements
-17-
and/or maps accompanying the development plan, or, if practical, such data may be shown on
the development plan:
a. Proof of ownership of the parcel, disclosure of beneficial interest if a trust, and applicant's
interest therein including authority on behalf of the property owner to develop the property.
b. Existing or proposed annexation agreements, if any, which pertain to the parcel.
c. Estimated cost of the development.
d. Estimated construction schedule.
e. Building types with architectural elevations.
f If adverse conditions exist, a statement of how the applicant plans to handle these
conditions.
BAOISIOND 0 oil -MqM1TT4
'A
h. Landscape plan showinquantity, location, type, spacing, and approxima
g te size of
plantings.
i. Development data showing number of floors, gross floor area, height and location of each
building and proposed general use for each building aMAJ, f1hae flAO.A.F. ffea for the entire
development. If a multi -family residential building, the number, size and type of dwelling
units.
j. A final drainage plan providing for the adequate disposition of natural and storm water in
accordance with the design criteria and standards of this Chapter, indicating location, sizes,
types and grades of ditches, catch basins and pipes and connections to existing drainage
system.
k. A soil erosion control plan providing for the adequate control of erosion and sedimentation,
indicating the proposed temporary and permanent control practices and measures which will
be implemented during all phases of clearing, grading and construction.
1. Plans and specifications for the required publicx�,gfPimprovements,
'q
m. Calculations showing the percentage of lot covered by impervious surface.
5.&mC I
,amees, Financial guarantees shall be provided to insure completion of required
*I ^
improvements, to insure repair of defective improvements, and to provide for abatement of
nuisances occurring during construction. The guarantees shall be of a type and amount as
0
required in Article VI of this Chapter.
B. SundudEflor,R MI, The Director of Community Development shall approve apreliminary or
final development plan, unless the Director makes written findings specifying the manner in
which:
1. The provisions for vehicular loading, unloading, parking or circulation on the parcel or onto
adjacent public rights of way will create hazards to safety or will cause significant burdens
on transportation facilities that could be avoided by modification of the plan.
2. The pedestrian circulation system creates hazards to safety which could be avoided by
modification of the plan.
3. The proposed plan unnecessarily and in specified particulars, destroys, damages or
detrimentally alters significant natural, topographic or physical features of the site and
development is feasible in a manner that will avoid these consequences.
4. The proposed landscaping, screening or lighting fails to provide adequate acoustical or visual
privacy to incompatible adjacent uses which could be avoided by modification of the plan.
S. The bulk and location of proposed buildings and structures will have significant adverse
impact on adjacent property. 10
6. The proposed site plan makes inadequate provision for the use and maintenance of open space
and this failure may result in a burden on the public or on adjacent properties.
S. The proposed development will impose an undue burden upon off-site public services,
including sanitary sewer, water and storm drainage, which conclusion shall be based upon a
written report of the DirectO
provided that there is no prothe Villne to correct the
specific burden, and that the applicant has not agreed to alleviate that portion of the burden
"
attributable to the proposed development. Any Imains, which must be
'xW
oversized, as determined by the area wide system "an ll be installed, at private cost.
9. The proposed development fies, within the designated floodplain ar
10. The proposed development does not meet the requirements of the Zoning Ordinance.
1. ]Review. Upon receipt of the material required for the review of a development plan, as
NVIR
indicated in Subsection A above, the Department of Community Development shall circulate
the development plan to the Village Departments for their review and comment. The Director
of Community Development shall review and approve or disapprove such development plan
in a written report within sixty (60) days after the date said Director receives a complete
application. If the Director of Community Development denies approval of such plan, the
report shall set forth the reasons for such disapproval and shall specify the aspects in which
the proposed plan fails to meet the requirements and standards of Village Ordinances.
2. of
The Director of Community Development will
review and recommend on all supporting documents. A Statement of Agreement and
a
Conditions shall be completed which sur triames and includes all agreements between the
developer and the Director of Community Development.
3. LrnizthjQf, At)Dr An approval of a development plan shall be valid for one (1) year. If
building permits have not been issued within this time, the applicant shall reapply for
development plan review.
A. ontent. Any person proposing to subdivide any parcel of land shall file with the Director of
Community Development a prelimm*ary plat in a quantity and form as required by said Department.
The preliminary plat shall include or be accompanied by the following:
i n Th wing
I - !Q=, Lal Info e following general information, where applicable, shall be shown
on the preliminary plat:
a. The proposed name of the subdivision as well as street names contained thereon, which
shall not duplicate or resemble the name of any existing subdivision or any existing street
within the Village and any area that is serviced by the Mount Prospect Fire Department.
b. Date of preparation, north point and scale of drawing, which shall be no less than one inch
equals one hundred feet (I" .W. 1000).
c. An identification clearly stating that the map is a preliminary subdivision plat.
d. Legal description of the parcel.
e. The name and address of the owner of record, the applicant, and the registered land
surveyor who prepared the plat.
2. In
iThe following conditions, if found to exist on the parcel, shall be shown
E?dst* e Cond
on the preliminary plat, an accompanying topographical map, or accompanying plat of survey
as necessary. -
0
a. The location, width and names of ail streets'vin, thin or aoJacent to the parcel, together with
easements, public utillity and railroad rights of way, and other important fiat res such as
Municipal boundary Ums, section Hines, comers and monuments.
#1
b. Contour lines of the parceland all adjacent land mnthin one hundred feet (100') of the
boundaries of the parcel shounng intervals no greater than,,
(1) Two foot (2') contour intervals for ground slopes less than or equal to ten percent
(10%).
(2) Five foot (5') contour intervals for ground slopes exceeding ten percent (10%).'
c. The location and direction of all watercourses and the location of all areas subject to
flooding, including:
(1) The flowlines of streams and channels showing their normal shorelines, floodway firnits
and the 100 year flood fringe.
VN�%7'
d any detention
n�
!e
(2) Lakes, ponds, swamps, se
W
basins showing their normal shorefin"e"s"',' flo�dw'4 llrrutsandli'ln�es` odiaow, and outflow,
if any.
d. Natural features such as wooded areas, and isolated preservable trees.
e. The location of all existing structures and their elevations, showing those that will be
removed and those that will remain on the parcel after the final plat is recorded.
f The location and Size of existing sanitary and, stonn, sewers, water mau''ins, culverts,ldrain.
pipes, catch 'basins,manholes, hydrants, and electric a nd gas lines within the parcel or 'in,
adjacent streets or rights of way,
3. Prono, d -J, v ments, The following * 0
Et, , IM"r 91 improvements if proposed or required, shall be
shown on the plat or in supporting documents:
a. Streets and rights of way, showing the location, widths, names, and approximate grades
thereof and the relationship between existing and proposed streets.
b. Easements showing width and purpose.
c. Lots, showing approximate dimensions, lot sizes and proposed lot and block numbers and
building setback lines.
_ 21 ,.
d. Preliminary engineering utility plan showing size and location of sanitary and storm
sewers, water mains, culverts and electric and gas lines.
e. Sites to be dedicated or reserved for public purposes, with acreage of each; and with the
purpose indicated thereon.
f. Proposed grading plan of parcel with contour lines meeting the requirements of subsection
A.2. of this Section. %0
4. 'iDoggIng Dkta. The following supporting data shall be submitted in separate statements
and/or maps accompanying the preliminary plat, or if practical, such data may be shown on
the preliminary plat.
a. Proof of ownership of the parcel, disclosure of beneficial interest if a trust, and applicant's
interest therein including authority on behalf of the property owner to subdivide the property.
b. Existing or proposed annexation agreements, if any, which pertain to the parcel and existing
or proposed covenants.
c. A statement of the manner in which construction and installation of public improvements
are to be guaranteed.
d. Schedule showing proposed timing or phasing of the improvements and subdivision.
e. If adverse conditions exist, a statement of how the application plans to handle these
conditions.
f. A preliminary drainage plan, designed to handle safely the stormwater runoff, accompanied
by maps and/or other descriptive material showing the following:
(1) The extent and area of each watershed tributary to the drainage channels on the parcel.
(2) Existing storm sewers and other storm drains to be built.
(3) Existing streams and floodwater runoff channels to be maintained, enlarged, altered or
eliminated; and new channels to be constructed, their locations, cross-sections and profiles.
(4) Existing culverts and bridges, drainage areas, elevations and adequacy of waterway
0
operangs; and new culverts and bridges to be built.
(5) Existing etention, ponds and basins to be
maintained, nl r
el,, I nds or baslins to be built with or Without dams or
low retention devices.
B. &,And"r s . .... fQ,r, Rev *1 T
he Plan Commission shall recommend approval and the President and
Board of Trustees shall approve a preliminary and final plat of subdivision., unless the Plan
Commission makes written findings specifying the manner in which:
1. The design and layout of the subdivision does not conform to theprovisions of this Chapter.
2. 'The ap licam has not made adequate
P provi,sion to install pubficM improvements
reqw , red by the'Plan Conm'ssion or by the President and Boardof''Trustees,
3. The * does not conform withthe Comprehensa*ve Plan,, the official map, this Chapter, other
Village ordinan ces,,, or planning and design polici"es of theVillag'e.,
L P-1,an, Cpm"Misal,
on &VIew Upon receipt of all the material required for the preUrninary plat
under Section 16.303.A, the plat shaU then be circulated for review
a,s�, required.
4
The Department of Community Development shall place any requests forpreliminary plat
approval on the Plan Commission's agenda and shall serve notice upon the applicant of the
time and place of its meeting at which said matter will be discussed. The Plan Commission
shall forward its written report to the President and Board of Trustees recommending approval
or disapproval of the preliminary plat or plan within ninety (90) days from the date of the
filing of a complete application. If the recommendation is to disapprove, the report shall set
forth the reasons for its disapproval and specify with particularity the aspects in which the
proposed plat fails to meet the standards of Subsection B of this Section.
Bmard-Roi The President and Board of Trustees by motion shall accept or reject the
j*a=,A1OAWA, cal -A lJoA supat in dx..
preliminary plat �kA,44 ' ' - 9- 1405 %J 4,6 4o 4r" I
4 WAj j I gvu MIN
2 "MM V
00 MLLUMft 1"WIT 1F%1W 1VVASI" 11#ftr46J#11dM' 94
1 0 R-V.W MR WS M.
ft It OLIWAIL'Ot jLW"A'A•A7100 WAMM4 10, 1,
a OLLA-V 11122 It'll I
-23-
•
3.Effect.QfAgnd' A= Approval of the preliminary plat by the President and Board of
Trustees shall not qualify the plat or plan for recording, but shall be considered permission to
prepare the final plat with detailed plans and specifications for the proposed subdivision.
Such preliminary approval shall be effective for no more than one year from the date of
approval unless, upon application, the President and Board of Trustees grant an extension of
time for an additional one year.
4.tgImM, 1, o ,Ajzr=M=,,t,n,4 ,CQnd'1`fi"QLI The Department of Community Development will
review and recommend all supporting documents, engineering and financial surety. A
statement of Agreement and Conditions shall be completed which summaries and includes
all agreements between the subdivider and the Village Board.
en. tgJv..&g,,, 1, For any preliminary subdivision plat a sip shall be posted on the property
identifying the project, the hearing date, and the time and place of the hearing.
A. Content. Within one year after receiving preliminary subdivision plat approval by the President
and Board of Trustees, the applicant shall file a final plat of subdivision with the Community
Development Department in a quantity and form as required by said Department. The final plat
shall include the following:
The following general information, where applicable, shall be sho
on the final plat. -
a. The date of preparation, north point, and scale of drawing, which shall be no less than one
inch equals one hundred feet (I" — 100).
b. Legal description of the parcel.
c. The names and addresses of the owner of record, the applicant, and the Illinois registered
surveyor who prepared the plat with his sea] affixed.
d. Reference points of existing surveys identified, related to the plat by distances and bearing,
and reference to a field book or map as follows:
(1) All stakes, mo'nu'ments or other evidence found on the ground and used to determine
the boundaries of the parcel.
(2) Adjoining comers of all adjoining parcels.
SKE
(3) When the Village has established the center line of the street adjacent to or within the
proposed parcel, the location of such center line and monuments found or reset shall be
shown.
(4) All other monuments found or established in making the survey of the parcel or
required to be installed by the provisions of this Chapter or by an Act Revising the Law
of Plats, adopted March 21, 1874, as amended? Illinois Revised Statutes, Chapter 109.
e. Lot and block lines with dimensions, bearings or deflection angles, and radii, arcs, points
of curvature and tangent bearings. Tract boundaries and street bearings shall be shown to the
nearest ten (10) seconds with the basis of the bearings. All distances shall be shown to the
nearest one hundredth foot (0.01'). No ditto marks shall be used.
f. The width of any streets being dedicated and of any existing rights of ways, all shown each
side of the center fine. For streets on a curvature, all curve data shall be based on the street
center line, and in addition to the center line dimensions, the radii and central angles shall be
indicated.
g. All easements shall be denoted by fine intermittent lines, clearly identified, and if already
of record, the recorders references as to use and location of such easement. The width of the
easement'. its length and beafing, and sufficient ties to locate it definitely with respect to the
plat must be shown. If an easement is not precisely located ofirecord, a description of such
easement shall be included. If the easement is being dedicated by the map, it shall be properly
referenced in the owner's certificate or identification.
�� �t °�� u o ...y� �r9, O�ml' 1411,11;
h. Lot numbers beginning with the number one, and numbered consecutively within each
block.
L Block numbers or letters beginning with the number one or letter "A" and continuing
consecutively without omission or duplication throughout the subdivision. The figures shall
be solid, of sufficient size and thickness to stand out, and so placed as not to obliterate any
figure. Block figures of any addition to a subdivision of the same name shall be a
continuation of the numbering in the original subdivision.
j. Accurate outlines and legal descriptions of any areas to be dedicated or reserved for public
use, with the purpose indicated thereon, and of any area to be reserved by deed covenant for
common use of all property owners.
1b
k. Building setback lines, accurately shown tn dimensions.
1. The name of the subdivision and of each street shown on the plat, pursuant to Section
16.303.A.. I of this Chapter.
5M
0x�Y
HE Q 111111111i I i
W."IFIFF-F.W."M I,, yWx
�,tate of Illinois I
)ss
County of Cook )
Approved by the Plan Commission of the VdIage of Mount Prospect, Cook County Illinois
this day of 4 iq� .
Chairman
Secretary
n. The following '
'., i.I tx"
State of Illinois
)ss
County of Cook
Approved by the President and Board of Trustees of the Village of Mount Prospect, Cook
County, Illinois, this day of 't 19
I
Signed:
Village President
Attesc-,
Village Clerk
:Mmnl
A %0 41A14 &WA fV&'A'%w "�ry'k w W, "A W"L k.4,v#0 w A&A"'5%r A., 1 4
GWO,
o. The foflowing,"'��-rm
MW � C ro
State of Minois
)ss
County of Cook
.-.-
ApA proved by the V'dlage Engineer of the Village of Mount Prospect, Cook County, Illinois,
this day of 19
Village Engineer
p. The following certificates, which may be combined where appropriate:
(1) A certificate signed and acknowledged by allparties having any interest in the land
consenting to the preparation and recording of the said plat and consenting to the required
easements improvements, and dedications for any public use.
(2) Certification by the County Clerk and Village Collector showing that all taxes and
special assessments, respectively, due on the property have been paid in full.
(3) Certification by all public utilities and Cable TV franchisee agreeing with easements
and provision of utihties.
-4
2. Dortin
The following supporting data, where applicable, shall be supplied in
separate statements or maps, or, if practical, may be shown on the final plat:
a. A copy of any restrictions or covenants to be created by record and any charter or by-laws
of any property owners association to be created.
b. A copy of the most recently paid tax bill for the property.
c. Plans and specifications for the required public improvements.
d. A schedule showing phasing of proposed improvements.
B. aranjggjGuarantees shall be provided for any development in accordance with the
requirements of Article VI of this Chapter.
C. Stvib&A , m*,ew'. The standards for review of any final plat of subdivision shall be the same
as those included in Section 16.303.B. regarding preliminary plat of subdivision standards.
]IMM
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4 '0
. 27.
a
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Otto
11111111 IIIIIIIIIIql, 111 11111111 1
Al2vroval, iihifter receiving the final recommendation of the Plan Co *ssion, the President
MIM
and Board of Trustees shall
71 � M7�1wil, 11' '[11 1 W1
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77777wTv w
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V Rol
a
E. Rmdnz, A certified copy of the motion approvina or
mdisapproving the final plat shall be filed
*e - -r-
in the office of the Villnoe Clerk attached to said final plat. The approved final subdivision plat
II
together with all covenants and restn'ctions shall be recorded by the Village in the office of the
A = !Np 0 1,.P . . .... a D''
- ^04 alt
Cook County Recorder of Deeds. vA 4*414; *44'v WAAR'NOI W'4 Jbif'SNO, WA '96*0WN0416 N.06%e%IF
A6,41141"W4 "10-0 -,. e 4e,—, All recording fees and associated costs shall be paid by the
IF , A 4'4Ay
eb*%plicant.
&F
Section 16.305.fi
Any vacation of public right-of-way shall require a plat to be approved under the requirements
of this Article and State statute. For any vacation a sign shall be posted on the property,
identifying the project, the hearing dam, and the time and place of the hearing.
wn
5MMau
WM
a
E. Rmdnz, A certified copy of the motion approvina or
mdisapproving the final plat shall be filed
*e - -r-
in the office of the Villnoe Clerk attached to said final plat. The approved final subdivision plat
II
together with all covenants and restn'ctions shall be recorded by the Village in the office of the
A = !Np 0 1,.P . . .... a D''
- ^04 alt
Cook County Recorder of Deeds. vA 4*414; *44'v WAAR'NOI W'4 Jbif'SNO, WA '96*0WN0416 N.06%e%IF
A6,41141"W4 "10-0 -,. e 4e,—, All recording fees and associated costs shall be paid by the
IF , A 4'4Ay
eb*%plicant.
&F
Section 16.305.fi
Any vacation of public right-of-way shall require a plat to be approved under the requirements
of this Article and State statute. For any vacation a sign shall be posted on the property,
identifying the project, the hearing dam, and the time and place of the hearing.
A. New Construction. Land divided under the Condominium Act of the State of Illinois is
c Wered a subdivision for purposes of complying with these regulations. The applicant shall
considered
submit a final site plan, showing the intended locations of all buildings and other improvements
to the property, prior to any development. Designated streets shall also be indicated on the final
site plan. The plat shall be fully dimensioned by a registered land surveyor. Developmentplan
review and approval procedures, contained herein, are to be followed for the final site plan.
Upon approval of the final subdivision plat by the Village Board, it shall be placed on file with
the Community Development Department and the Village Clerk and need not be recorded.
Individual condominium plats required under the Condominium Act of the State of Illinois shall
be submitted to the Director of Community Development for review. The Director of
Community Development shall review the condominium plat to verify that it is in substantial
compliance with the previously approved final site plan and subdivision plat. If the plat is found
to be in compliance, the Director of Community Development shall sign it and allow it to be
recorded.
B. Condominium Conversions. Owners of existing structures who are intending to convert to
condominium ownership shall submit plats of survey required under the Condominium Act of
the State of Illinois to the Director of Community Development for review. The plat of survey
shall be forwarded to the Plan Commission for review, pursuant to the requirements and
procedures for final plat approval. Units may not be sold until said plat is approved by the
Village Board. Additional requirements for condominium conversion are in the Condominium
Ord,,inance of the, Village.Forpubfic An' improvements, condominium conversion shall
be considered a new subdivision and, shall fall under the codes and ordinances of the Village at
the time of conversion.
71 111110 F
%M
A. An applicant for development plan approval may appeal to the President and Board of Trustees
I
any decision of the Director of Community Development to disapprove such development plan
by filing a notice of appeal with the Village Clerk and with the Director of Community
Development within ten (10) calendar dayS after receipt of said Director's written report
indicating disapproval of such development plan.
B. Said notice of appeal must specify the portion or portions of the Director's decision appealed
from and must specify the grounds for such appeal.
C. Upon receipt of said notice of appeal, the Director of Community Development shall forthwith
taraursrrut to the Village Clerk all the documents constituting the records upon which the decision
from which the appeal has been taken was made.
D. Upon receipt of said notice of appeal, The Director of Community Development shall forthwith
place the consideration of the notice of appeal and matters relevant thereto on the agenda of a
regularly scheduled meeting of the President and Board of Trustees.
IRIM
E. The President and Board of Trustees may reverse or affirm, in whole or in part, or may modi
the decision from which the appeal was taken; provided, however, that the President and Boar
r
of Trustees shall base its decision on the standards set forth in Section 16.302.B. of this Articl
and finther provided, tham'deciding such appeal the President and Board of Trustees shall hav
all the
f
CMN the Director of' Community, Development under this Chapter'.
CONSTRU N9 DESIGN, AND INSTALLATION STANDARDS
FOR IMPROVEMENTS
"MV73 =-I I IM We rm--
-7 M
I All developments shall provide lot grading in conformance with Chapter 21, Article
Of
the Village Building Code and this Development Code,,
2. Mi: X34*1a;= *JaA IM10C.0 .116,11 4"sa QUAk", a fft&=A%"= &JIM CM, kft
AV'&"Alt '&&SAW 'W" AA4L"A-j V ffickyea
SAM
an, iex-em CIO'% imak"I
As"14#44ANW W4 4041MA10 *7140%014114441A 0%1#1rT1I
lie, "a wa W4bAAkN~4,* N011411A 40. %0141 1", NOWA Al 0 to
11111 %716 %WA AA arking lots shall be graded such that no ponding in excess of twelve (12) inches
occurs i
5. Driveway grades on all lots, as measured from the grade at the property line to the finished
garage floor, shall be a minimum of two (2) percent and a maximum of
ten (10) percent.
6. Grading plans shall be submitted for all developments. The grading plan shall indicate
existing grades within 100' of the development. Prior to final approval and acceptance of
public improvements an "as built" grading plan shall be submitted. In cases where individual
lot grading is not completed at the time of final acceptance or where public improvements are
not required, grading plans for the lots shall be submitted and approved prior to building
permits being 'Issued and the "as built" grading plans shall be submitted prior to occupancy
permits being issued.
1. All developments, whether public or private, shall include a plan for soil erosion and
sedimentation control.
2. Except as provided herein, no plat of subdivision or development plan shall be approved
unless the plat or plan and accompanying materials indicate that measures to be taken to
control erosion and sedimentation will be adequate to assure that sediment is not transported
from the site by a storm event of ten-year frequency or less, and that the following principles
will be applicable to all development activities in the area to be subdivided:
a. Development should be related to the topography and soils of the site so as to create the
least potential for erosion. Areas of steep slopes where high cuts and fills may be required
should he avoided wherever possible and natural contours should be followed as closely as
possible.
b. Natural vegetation should be retained and protected wherever possible. Areas immediately
adjacent to natural watercourses should be left undisturbed wherever possible.
c. The smallest practical area of land should be exposed for the shortest practical time during
development.
d. Sediment basins, debris basins, desilting basins, or silt traps or filters should be installed
and maintained to remove sediment from run-off waters for any land undergoing development.
e. The selection of erosion and sedimentation control measures should be based on
assessment of the probable frequency of climatic and other events likely to contribute to
erosion and, on evaluation of the risks, costs and benefits involved.
f In the design of erosion control facilities and practices, aesthetics and the requirements of
continuing maintenance should be considered.
.31.
g. Provision should be made to accommodate the increased run-off caused by changed soil
and surface conditions during and after development. Drainage ways should be designed so
that their final gradients and the resultant velocities of discharges will not create additional
erosion, and should be protected against erosion and sedimentation during development.
h. Permanent vegetation and structures should be installed as soon as practical during
development.
I The erosion and sedimentation control plan shall include the following information,:
a. A vicinity map, in sufficient detail to enable easy location in the field of the site for which
plat approval is sought, and including the boundary line and approximate acreage of the site,
and a legend and scale.
b. A plan of the site showing:
(1) Existing topography of the site and adjacent land within approximately 100 feet of the
boundaries, drawn at no greater than two foot contour intervals and clearly portraying the
conformation and drainage pattern of the area.
It
(2) The location of existing buildings, structures, utilities, water bodies, flood plains,
drainage facilities, vegetative cover, paved areas and other significant natural or man-made
features on the site and adjacent land within approximately 100 feet of the boundary.
(3) A general description of the predominant soil types on the site, their location and their
limitations for the proposed use.
(4) Proposed use of the site, including present development and planned utilization; areas
to 2
of excavation, grading and filling; proposed contours finished grades and street pronies;
provisions for storm drainage, including the control of accelerated runoff, with a drainage
area map and computations; types and locations of utilities; and areas and acreages
proposed to be paved, covered, sodded or seeded, vegetatively stabilized or left
undisturbed.
c. An erosion and sedimentation control plan showing:
(1) All erosion and sedimentation control measures necessary to meet the objectives of this
Chapter throughout all phases of construction and permanently after completion of
development of the site.
I V, MI all
I* =P.M. MINM
..........
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IQ
4
110"I'
-32-
(2) Provisions for maintenance of control facilities, including easements and estimates of
the cost of maintenance.
(3) Identification of the person(s) or entity which will have legal responsibility for
maintenance of erosion control structures and measures after development is completed.
d. Theproposed, phasing of development of the site, including stripping and clearing, rough
grad,ing,and construction, and final grading and landscaing—, Phasing should identify the
pil
ex n n� the e. ate duration of exposure of cleared
pected date o, Which cleanng will begi
areas, and the sequence of clearing, installation oftempo,rary sediment, control measures,,
installation of storm drainage, paving streets and parking areas, and establishment of
permanent vegetative cover.
These submissions shall be prepared in accordance with the standards and requirements
contained in "Procedures and Standards for Soil Erosion and Sedimentation Control in
Illinois" prepared by the Steering Committee and adopted by the North Cook County Soil and
Water Conservation District, which standards and requirements are hereby incorporated into
this Chapter by reference.
The Village may waive specific requirements for the content of submissions upon finding that
the information submitted is sufficient to show that the work will comply with the objectives
and principles of this Chapter.
C. Pug C.Qnt x, The developer and contractors shall use a water wagon or other acceptable means
on the project site to control dust. All streets used by the developer, contractors or suppliers in
or adjacent to the development shall be kept free of debris, dirt, dust, and mud. Streets shall be
left in a clean condition at the end of each day's work.
I I -gLW * #
Section 16.403. ' , I Mislion 'n,
eht. U�,. �Dvelo,Q,Mgpt uhdi
,, �nd,,,,.,� 1 Sla. Subdivisions and
developments within the Village shall be designed and constructed in accordance with the following
standards.
A*.I*M'
fthfic,h&bt *Qf=The standards set forth in this Article shall be the minimum standards for
streets, roads, and intersections. The arrangement, character, extent, width, grade and location
of all streets shall conform to this Article and to the Comprehensive Plan as adopted by the
Village Board. They shall be considered in their relation to existing and planned streets, to
topographic conditions, to public convenience and safety, and in their appropriate relation to
proposed uses of the land to be served. Generally, all streets shall be dedicated to public use.
Arterial streets, in all cases, shall be dedicated to public use. All public streets shall be
completely improved to the full width of the right-of-way. All street 'improvements shall be
extended to the boundaries of the subdivision or development.
.D
11, 11 ........... .
- 33 -
a. The arrangement of streets shall either:
(1) Provide for the continuation of existing streets in surrounding area; or
(2) Conform to a plan for the adjacent area adapted to meet a particular situation where
topographical or other conditions make continuance or conformance to existing streets
0
unpracticable.
b. Local streets shall be so designed to discourage through traffid
c. Where a parcel abuts or contains an existing arterial or collector street, as shown on the
Compre Plan, or Official Map, the Village mq require ftoads double front4p
IbU,wM screen pl,wWng contain� in a nonaccess, resmation at least ten,'fbe (10' mide along
the rear property fine, or such other treatment as may be necessary for adequate protection of
residential properties and to separate through and local traffic.
d. When any parcel or part of a parcel is adjacent to only one side of an existing right-of-way,
which is less than the width required by this Chapter or the Official Map, the applicant shall
dedicate additional right-of-way •to meet the specifications of this Article.
e. Half streets are not permitted.
........... ...........
9 ;qff �!i
TABLE IV -1
MINUqUM STANDARDS FOR STREET DESIGN
Nvement
Width To Street Radius of Gleef
Right of Edge of Width to Horizontal Maximum mum
Sft=t Wow" WaWidth Pavement Back of Curb Curves Gradient, Gradient
NOUN"
Major Arterial
ir Section Line 100 feet 48 feet 51 feet 400 feet 5% 0-60/1
Collector,
Commercial and
Industrial 80 feet 38 feet 41 feet 400 feet 5% 0.6% 4f%A f1W
Local including 31
cul-de-sac 66 feet 28 feet 29 feet' 200 feet 7% 0.6% r"ok
* Rolled curbs may be permitted on cul-de-sac bulbs.
SEE
2. t - o f!W U dthsill, Al
. .... . . I public streets shall be designed and developed in accordance with
the standards set florth in this Section Table IV -1, NE 'mum Standards for Street Design.
al. Streets, shall lintersea g ninety (9p) degrees whenever possible., N
# 0 two streets shall
intersect at an ann,gle of Ileiss than, seven five ('75) desrees,. An oblique st eet should be
curved apuproaching, anintersection and should, be at, right an, es for armnlimurn of lone
hundred (100) f�et4hepefiom,
b. No more than two (2) streets shall intersect at any one point.
*de of an
c. Proposed intersec6onsalon
I g one si existing street shall, whenever practicable,
id i Many � * - * I W,
coinct e m, l dle of'such street. Street or dfiveway
# emsting interswrion, s ont, " he opposite sl
joss wi. th center-111in e off -se, ts of less than one huandred fiftyl (15 0'
,) feet, shall not be permitted,
except where the intersected street or driveway has separate dual drives without median
breaks at either intersection.
d. Intersections shall have a minimum curb radius of twenty five (25) feel for minor streets,
thirty (30) feet for collector streets, and forty (40) feet for arterials.
e. Intersections of driveways with arterials - may require the installation of
I ri g
acceleration/deceleration lanes along the arterial to provide for vehicular safety upon ente n
or exiting the arterial.
31NO
0
a. Frontageroads may be required to provide access to adjacent land and adequate vehicular
saf��, whenproperlobe developedis 4acent to an arten"al., 'Whenever afrontage road
to'be, dedicated to rNu s
public use,, it shaH confbm with the irements of thi Ajticleregarding
nght-of�wayand impr ent specifications.
b. Frontage roads shall be approximately parallel to the arterial.
c. Where possible, a minimum distance of seven hundred fifty (750) feet shall be required
4,
between points of ingress and egress to the arterial
5. W11 Cutowde-sacs, may be pe Rted "n subdivisions wh,em land avau`labifit site
rMl I
,Pla=M or tral. control purplosesdeterrnine a through, street *Is not
FA
.35.
a. The maximum length of a cul-de-sac shall be five hundred (500) feet as measured from its
W F a
origin with the right-of-way of the intersecting street through the center point of the bulb
I&A lift
U Ilia
116,
b. The bulb of a cul-de-sac shall have a minimum right-of-way of one hundred twenty (120)
feet in diameter or,, if offset, one hundred and ten (110) feet in diameter.
c. The bulb of a cul-de-sac shall have a minimum pavement diameter of one hundred (100)
feet.
e. A maximum of five (5) lots shall have frontage on the bulb of a cul-de-sac.
6. Any construction within or changes to rights-of-way under the
jurisdiction of the State of Illinois or Cook County shall require the approval of that
jurisdiction in addition to Village approval before any construction is allowed to begin.
7. S-treet NAtnes,
a. Streets that are extensions of, or in alignment with, existing streets shall bear the name of
the existing street.
b. The developer shall place street signs at the intersection of any two streets to identify all
streets. Signs and poles shall be of a type, dimension, color, and height as required by the
Director of Public Works.
a. General. The arrangement, character, extent, width, grade and location of all streets to be
dedicated to the public, all parking lots and all private streets shall be compatible and
complimentary to existing and planned streets, to reasonable circulation of traffic within any
development and adjoining lands, to topographical conditions, to runoff of storm water, to
public convenience and safety,, and in their relations to the proposed uses of the area to be
served. All traffic intersections and confluences must encourage safe and efficient traffic
flow.
b. Design Reference. All pavements shall be designed in accordance with one or more of the
following references as they apply:
(1) Manual br, S�trrulctur'' 1_ Des an Qf' Pgdand Cement,-C2Mrgg�,,,,,PavgMen,,t�",I Illinois
A�IMMM
Department of Transportation, latest edition.
(1) All pavement shall be designed in accordance with the previously referenced
specifications and manuals. The design thickness shall be dependent on the soil support
value - Illinois Bean*ng Ratio (IBS.) - and the projected traffic factor, however,, in no case
shall the structural numbers be less than those shown in Table IV -2. A copy of all design
assumptions and computations shall be submitted to the Director of Public Works for
review and approval.
L"I
TABLE IV -2
RIZ &011) R11001
STRUCTURAL
I I 101INM M
Major Arterial 5.00
3.0
Collector Streets Within
Residential Districts 3.00
3.0
Collector Streets in All
Other Districts 4.00
3.o
Cul -De -Sacs and Local Streets
Within Residential Districts 2.50
3.o
Cul -De -Sacs and Local Streets
in All Other Districts 3.50
3.0
(2) All subgrade material shall have a minimum IBR of 3 - 0.
The soil support IBR values
selected for use by the design engineer shall represent a minimum value for the soil to be
used. Copies of the test for EBR values for each material used shall be submitted to the
Director of Public Works.
(3) Allowable pavement construction material, strength requirements, and Minimum
thickness requirements shall be as indicated in Table IV -3.
_37_
laotu 4
r&
Class I - Surface
III
1700
Class I - Binder
1700
2"
AWegate, Type B
Uncrushed
50
1201
Crushed (100%)
80
1001
Aggregate, Type A
80
10"
Watetbound, I'hUcadam,
110
10"
CementAggregate
650 I
7
Bituminous Aggregate
Mixture
900-1900
6
Bituminous NFWure,
Class 1
1700
610
Portland Cement
Concrete (New)
3500***
6"
Marshall Stability
7 - Day Design Compressive Strength
28 - Day Design Compressive Strength
d. Grades.
Minimum gradient on streets shall be six -tenths percent (0.6%). Maximum gradients on
streets shall be:
(a) Minor Streets -Seven percent (7%)
(b) All other Streets -Five percent (5%)
e. Vertical Curves
Verfical curves shall be constructed at all changes in street gradient except at summits and two
points where the algebraic difference in gradients is less than one and one-half percent (I
1/2%). At the summits or low points with gradient differences one and one-half percent (I
1/2%) and at all other locations of gradient changes up to one and one-half percent (1 1/2%)
a one hundred foot (100) vertical curve shall be constructed. For each additional one percent
(1.0%) difference in gradient over one and one-half percent (1 1/2%) a fifty foot (50')
increment shall be added to the length of the vertical curve.
f Horizontal Curves
Horizontal curves may be permitted. The minimum radius for horizontal curves shall be 200'
for minor streets and 400' for all other streets. Minimum 100' tangents shall be introduced
between reverse curves on all streets.
g. Curb and Gutter
(1) Combination curb and gutter type B612 shall be constructed on both sides of all
streets except that in tum -a -rounds of residential cul-de-sacs a mountable curb and gutter
type M4:12 may be allowed. Depressed curbs shall be provided at all driveways.
Intersection sidewalk crossings shall be ramped for the handicapped.
(2) Two (2) number 4 (#4) reinforcing bars shall be placed continuously between
expansion joints. Expansion joints shall be doweled and spaced at no more than sixty (60)
feet on center and at tangent points of all radii. Control joints shall be provided at fifteen
(15) feet on center and shall consist of a saw cut minimum of one and one half (1 1/2)
inches deep.
h. Pavement Construction
(1) All pavements shall be constructed in accordance with :
(a) Standard Specifications for Road and Bridge Construction, Illinois Department of
Transportation, latest edition;
(b) The Village of Mount Prospect Development Code.
(2) At least one standard Proctor Density Test performed in accordance with AASHTO
T99, shall be taken on each type of material used for embankment or encountered in the
subgrade.
(3) Density tests performed by a qualified soils engineer in accordance with AASHTO
T191 or by other methods approved by the Director of Public Works shall be done at a
.39.
maximum 50 foot spacing. Embankments and subgrade shall be compacted to not less than
95% of the standard laboratory density. Copies of all density tests results shall be
submitted to the Director of Public Works.
(4) Upon completion of the compaction of the embankment and subgrade a roll test with
a My loaded single rear axle six -wheel truck shall be done at the direction of the Director
of Public Works prior to placing any type of curb and gutter or base material.
(5) A density test on base course and surface course materials shall be performed by an
approved soils and materials consultant. The density test shall be taken at maximum 100
foot spacings. Copies of all density test results shall be submitted to the Director of Public
Works. Upon completion of the compaction of the base course a roll test with a full loaded
single rear axle six -wheel truck shall be done at the direction of the Director of Public
Works.
(6) Class I Binder Course shall be constructed 44yrs w, T G" the Director of Public
Works has approved the base course construction.
(7) Construction of the Class I Surface Course shall be delayed for one winter season after
construction of the Binder Course.
L Materials Testing.
All materials shall meet the requirements of the Standard Specifications fol Road and
Bridge Construction, inois Department of Transportation, latest edition. Concurrent with
the construction of any pavement the developer shall furnish the Director of Public Works
with copies of the certificates of testing from the Illinois Department of Transportation
Bureau of Materials or an approved testing laboratory.
j . Driveway Approaches
(1) Driveway approaches for single family residential buildings shall be a minimum of nine
(9) feet in width for one car driveways and Al"M��' r� n ��d�^, . �^"", � ^�" �� � �. � '°� � � �a" �, �r r �",. a� �:•; q w� ��{^ ���,�, �� , �r� �,,�
M"fe.4"A' kl'&Ow")ii-.P.At aftsm.,zeessu
zw
and A al 1 T be three er at the curb.
(2) Driveway approaches for single family residential buildings shall be constructed of
(a) Minimum six (6) inch concrete with a minimum (4�t) inch compacted
1
aggregate base course, car
(b) Minimum two (2) inch Class I Bituminous Surface with a minimum eight (8) inch
compacted Aggregate Base Course.
(3) Multi -family, commercial and industrial driveway approaches shall have a width equal
to the approved driveway width at the property line. The driveway approach shall have a
minimum fifteen (15) foot radius return at the street.
Mm
(4) Driveway approaches for multi -family, commercial and industrial buildings shall be
constructed of
(a) Minimum six (6) inch concrete with a minimum four (4) inch compacted gravel
aggregate base course; or
(b) Minimum one (1) inch bituminous surface and one and one-half (1 1/2) inch
bituminous bider with either a minimum twelve (12) inch aggregate base course or a
1
.4. mum six (6) inch BA M base course.
a. General. Sidewalks shall be provided within all developments. Sidewalks shall be
constructed along both sides of all streets and shall be five Oa feet in
al,
&H, Sdewalks, sh, I be
located Zvi m
w i It, hi n the e public right-ol way one (I) fooi, from the n ht of way line.
b. Construction
(1) Sidewalks shall conform to the requirements of Section 624. Portland Cement
Concrete Sidewalk; Standard Specifications for Road and Bridge Construction; Illinois
Department of Transportation, latest edition, and the Village of Mount Prospect
Development Code.
,(2) Sidewalks shall be a minimum of five (5) inches thick, except at driveways where the
thickness shall be a minimum of six (6) inches.
(3) Three (3) number five (5) reinforcing bars ten (10) feet long shall be placed in the
sidewalk at all trench crossing locations.
(4) Construction joints shall be placed at five (5) foot spacings.
base course.
(5) Sidewalks shall be placed on a two (2) inch well -compacted "!Rdl'll��-�""II'l,""',,,
Whenever constructed within the Village, bike paths shall conform to the following standards. -
a. Bike paths shall be eight (8) feet in width to provide for two-way traffic.
-41-
c. Bike paths shall have removable posts placed at all locations necessary to prevent vehicular
traffic from entering the paths.
d. Construction of any bike path shall conform to the Standard Specifications for Road and
Bridge Construction, Illinois Department of Transportation, latest edition and this Article.
a
up
...... ...... ......
B. P
X19i
fl. ym
, Immgrits, All construction on private property in a subdivision or development
'giNililillill
shall conform to the requirements stated herein. No private improvements may be considered
for future acceptance by the Village unless constructed in accordance with Section 16.403.A.
Public Right -of -Way.
a. All parking lots shall be designed in conformance with-,
do 42 ow
(1) Transportation and Traffic Engineering Handbook - Institute of Transportation
Engineers, latest edition.
(2) The Zoning Ordinance, Village of Mount Prospect.
(3) This Development Code.
b. Parking areas shall be dest 'gned and constructed in accordance with Section 16.403.A.8.
of this Development Code except as follows,,
(1) Minimum structural number shall be 2.0 for parking stalls areas and a minimum
structural number of 2.5 for aisles and firelanes;
(2) Minimum thickness of aggregate base courses shall be eight ( 8) inches;
(3) Minimum thickness of bituminous surface course shall be two(2} inches.
c. Combination, concrete curb and gutter type B 6:12 or concrete a " er curb Type B shall,
be constructed around the perimeter of all parking lots an around all islan,ds within parki•
ng
lots* 11
d. Striping of the pavement surface to define eacg stall is required, and shall be a
mmigiumoffiour, (4) inches Wide for the length of the s'tall. All areasdeslignated as fire lanes
and/or 'No Parking" shall be painted with yellow stn*pes.
e. Any location within parking lots, intended for storage of trash containers, shall be
constructed of concrete rather than bituminous surface and shall be enclosed with an approved
screen or enclosure.
2. Drivewaye
d a I'M i iTts TT @TJTs
Ito
VJ a I Ito] ff ;a rot's 11WI&M 11M. 110 6TIM41611 11,14 a a
wr
b. Distance and Number. Driveway access to arterials shall be kept to a minimum.
Whenever possible adjacent uses shall share common driveway access to arterials. The
minimum distance between driveways on arterials shall be three hundred (300) feet, unless
othervdse perrmtted upon, review by the Director of ` Community Development, and -�,�'Publ` c, or
e
th
c. Construction. Driveways within a site shall be constructed to parking lot specifications at
a nunimurn. Driveways with high volume of truck traffic shall 'increase the structural strength
of the pavement.
-.43.
3. Private .......... Streets. All streets which serve as access or frontage to subdivided lots shall be
dedicated to thepublic unless specific approval is granted by the Village Board. When any
private streets are constructed the following shall apply. -
a. Design. Private streets shall conform to the requirements for public streets as stated in
Section 16.403.A.1. and 3. regarding General Layout and Design and Intersections and
Offsets.
b. Construction. Private streets shall conform to the requirements for public streets as stated
in Section 16.403.A.8. regarding pavement design and specifications.
4. S,idimalks., Sidewalks should be constructed where pedestrian and vehicular traffic may
conflict on private streets and where necessary to provide access from parking areas to
buildings. Sidewalks shall ha� ve a minimum clear width of four (4) feet for areas of light
pedestrian traffic and ea'*&&x.(8V feet for high traffic areas.
Tt"
5. Bike -Paths,,-, 'Whenever constructed, bike paths shall comply with the requirements stated in
Section 16.403.A.10, Bike Paths for Public Right -Of -Way.
6. Egli�gMents, Easements shall be required for any development in order to provide for
placement of public utilities, protection of residential uses, continuity of waterways, and
pedestrian access. Easements shall be located whenever necessary to ensure these objectives
and shall be subject to the use, design, and location conditions stated in Section 16.403.C.4.,
Easements of this Article.
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C.Subdivislon,Stand , d The design and layout of lots within any subdivision shall conform to
the requirements skated in this Article.
1.Blg"k,,,1, The length, width, and shape of blocks shall be determined by the proposed uses, the
zoning requirements of the Village, topography, and convenient access, circulation,, control
and safety of vehicular and pedestrian traffic.
a. The maximum length of a block in a residential subdivision shall not exceed one thousand
five hundred 0 500) feet.
b. The width of any block shall be sufficient for two tiers of lots unless such block abuts an
arterial, water course, railroad right-of-way, shopping center, or major public facility.
c. Pedestrian crosswalks may be required, in a minimum ten (10) foot easement, through the
center of blocks which exceed eight hundred (800) feet in length where necessary to provide
-44-
access to arterials, shopping centers, or public facilities.,
2. The size, width, depth, and shape of lots shall be appropriate for the location and type
of development and use proposed and shall conform to the regulations set forth in the Zoning
Ordinance and this Chapter.
a. Through lots shall be avoided except where essential to provide separation of residential
development from major arterial streets. Access to the arterial from single family residential
lots shall be prohibited by deed restriction and a no -access easement. A planting screen with
a minimum height of four (4) feet shall be provided along all lot lines abutting the major
arterial.
b. Whenever possible, on all comer lots abutting an arterial, access shall be prohibited to the
arterial.
c. Lots abutting a water course, drainage way, channel or stream shall have a minimum width
or depth required to provide an adequate building site.
d. All lots shall have frontage on a public street,
e. The minimum depth of any residential lot hereafter created shall be one hundred twenty
(120) feet and two hundred (200) feet for commercial and industrial lots. Any residential lot
which backs to an arterial, railroad right-of-way, or shopping center shall have an additional
twenty (20) feet in depth to accommodate the required no -access screen planting at the rear
of the lot.
f The depth to width ratio shall not exceed two and one-half (2 1/2) to one (1) for all lots.
g. Side lot lines shall be substantially perpendicular to the fight -of -way; however, lots on a
cul-de-sac shall have side lot lines radial to the center of the cul-de-sac.
a. Required
b,Qx'fill"W'', ,setbacks shall be indicated on all plats of subdivision in accordance
with the Zoning Ordinance.
Pi PM V 5:
R! I
IFA� IKVJ off# 11 It MVqLLLLLLL jA=MUd.A=M 9 1 Vv= it W 19111 01tl f I'M tA 0 11 11*1�= V_MVF_JL"2ff%'11LM VWAWOAI 9, RnV2
rxIN 2 R W.W.
. . . . . . 0111- ILI
4. Eaamgnl�
a. There shall be a dedicated easement with a minimum width of twenty (20) feet at the rear
of all lots, or ten (10) feet centered on adjacent rear lot lines, and where necessary along side
lot lines to provide continuity for public utilities and/or drainage. In addition, due provision
shall be made for extension of easements to adjacent property.
b. All utility easements shall be approved by the public utility companies, Cable Television
am 45 -
franchises, and municipality and shall be so indicated on any final plat.
c. Easements for pedestnan access shall be a minimum of ten (10) feet in width.
d. Where a subdivision is traversed by a water course, drainage way, channel or stream a
storm water or drainage easement shall be provided, conforming to the lines of such water
course and such additional width as necessary for access and maintenance as required by the
Director of Public Works.
e. No building, structure, or other obstruction shall be constructed upon any easement.
Section 16.404. Sanitary,Sewer System, Except as otherwise provided herein, no residential,
commercial or industrial subdivision or development shall be approved unless it is served by
6
sanitary sewers connected to the Village's sewer system.
A. Ugntral.." In the case of any buildings, residential, commercial or industrial, constructed prior to
the adoption of this ordinance and served by a septic system, the following shall apply:
1. Any building located within the Village, the property line'Of which building is located within
two hundred feet (200) of a sanitary sewer main line, shall have its sanitary sewer facilities
connected to the said sanitary sewer main line. Any parcel and/or building located outside the
Village shall be required to annex into the Village prior to connecting onto the Village sewer
system, and any and all expenses incurred to extend said sewer system would be totally at the
ownerls expense.
IF
NR "E* I r1* F 111111�F i I E IF
3. All sanitary sewers shall be constructed within public fights -of -way or within easements
dedicated for public utilities.
1
Sewer mains shall be designed according to the "Illinois Manual of Procedures . Se ..........
for the Administration of the Sewer Permi*t Ordinance" and this Development Code.
a. Design flows for all residential developments shall be based upon full development of the
service area within the populabion served, estimated as follows:
9E mo
(1) Type of Dwelling Unit Number of Persons
Studio I
I Bedroom 2
2 Bedroom 3
3 Bedroom 4
4 Bedroom 5
(2) The maximum daily per capita design flow shall be calculated using the formula:
500
(P) 1/5
Where Q* = maximum design flow, gpcpd
P — population served, in thousands
*Not to exceed 400 gpcpd or be less than 250 gpcpd
(3) For undeveloped residential areas where the details of future developments are not
known, design population per acre may be estimated by the Village Engineer.
b. Design flows for non-residential developments shall be based on full development of
service area with the maximum daily per capita design flow calculated as follows:
TABLE IV - 4
DESIGN FLOWS
9RE
Maximum Domestic
Flow for Sewer
Type of
Average Flow in
Design in Gals/
Establishment
Unit
:A.
Gals/day/unit
daL/.Unit*
Shopping Center
Employee (I shift)
50
200
Retail Store
Employee ( I shift)
30
120
Office
Person (I Shift)
25
100
Industrial
Person (I Shift)
35
140
Restaurant
Meal Served
7
30
Theater
Per Seat
5
20
Hotel
Per Guest
100
400
9RE
*Quantities are exclusive of process water requirements which must be estimated and added.
For non-residential developments where the details of the development are not established, domestic
design flows may be estimated by the Village Engineer. Such flow estimate shall not relieve the
0
owner or developer 'of the responsibility of providing adequate sanitary sewer capacity to meet any
and all fature requirements within the development.
a. Sanitary gravity sewers shall be designed to provide design flow capacity, without
surcharging, using Manning's formula:
Q_ A x 1.486 x R2/3 x S 1/2
n
Where Q design flowin units of cubic feet per second
A area in units of square feet
R — hydraulic radius in units of feet
S, — slope in units of feet per foot 1-0.013
n = roughness oDefficient, in dimensionless units
b. Design mean velocity, flowing fall, shall not be less than two (2) feet per second or greater
than ten (10) feet per second.
c. Sewers which will flow less than one-half (1/2) full at design maximum flow shall hav�-
a slope to provide a velocity not less than two (2) feet per second at the design maximu
flow. I
d. Design flow shall include total allowable infiltration at any point based on hundred
(200) gallons per day per inch diameter per mile of sewer pipe.
4. Minimum Sewer Size.
a. Minimum sanitary sewer size shall be 8 -inch diameter.
b. Minimum building sanitary service sewer size shall be 6 -inch diameter.
6. S§wSA#f'f b ImmSanitary sewer of different diameter shall join only at manholes. The
invert elevations shall be adjusted to maintain a uniform energy gradient by matching the 0.8
depth points of different diameters.
7. Sanitary Sewer Manboles. Manholes shall be provided at the following:
SEM
a. iTianhole Locations. Manholes shall be provided at the following:
(1) Termination of existing and future lines
(2) Changes in direction, horizontal or vertical
(3) Changes in shape or pipe size
(4) Junctions with other sewers
(5) Access spacing shall be:
Sewer Pipe Size Maximum Interval
(in inches) (in feet)
8-2411 400
2711 & larger 505
b. Drop Manholes. Drop manholes shall be provided for manholes with any pipe having a
difference in invert elevation more than twenty-four (24) inches above the invert of the sewer
leaving the manholes.
c. Manhole Diameters.
(1) Manholes for sanitary sewers twenty-four inches (24") or less in diameter shall have
a minimum inside diameter of forty-eight (48) inches.
(2) Manholes for sanitary sewers twenty-seven (27) inches or larger in diameter shall have
a minimum inside diameter of sixty (60) inches.
4 all 0,
8. Statlgn& Whenever possible, sanitary sewerage facilities shall be designed so as to avoid
the necessity of providing lift stations.
a. If a lift station is part of the engineering design, it shall be shown in plan elevation.
Specifications for said lift station shall be submitted with engineering plans. Lift stations shall
be of the dry well or wet well type, and shall conform in all respects to the standards
AT* 60, WAO D
established by the State of Illinois, Environmental Protection Agency and 0
b. A separate source of power shall be furnished to each sewerage lift station. This sha
be from another elecffical source provided by a separately powered engine. Engine, enclosur
S An....i.Refe . An al
and mounting shall be subj ect to approval by the ublic Work
shall be installed to the Village master panel to identify failure at the lift station.
LOJU RINMiW
R MO7
a. Extra Strength Vitrified Clay Pipe (ESVCP) - conforming to the requirements of A.S.T.M.
OU121
b. Extra Strength Concrete Sewer Pipe (ESCSP) - conforming to the requirements of
A. S.T.M. C-76.
c. Ductile Iron Main - conforming to the requirements of A.S.T.M. A-746.
d. Thick Walled PVC Pipe - shall conform to the requirements of A.S.T.M. D-2241 or
COAMilor . .... =AA SIUM, SWUMMIA ILIL=a AU'An 44'"a- 41.4
X 11, 1%0 kwwrG", LAVL",
D-3034, SDR 3 5. (14,9rew, tewi & T, %,OF kW%Of1W1T%W& A
e. Truss Pipe - shall conform to the requirements of A. S.T.M. D-2680 for 8" and larger and
A- S.T.M. D-2751 for 6
a. Ductile Iron Pipe - conforming to A.W.W.A. Specification C- 151 - Class "I.,
b. P.V.C. Pipe -conforming to A.W.W.A. Specification C-900 SDR -18.
10
3. P� Me JOW9
a. Vitrified clay pipe A.S.T.M. C425 with P.V.0 bell, A.S.T.M. D-1784.
b. Reinforced concrete pipe - A.S.T.M. C-4431
c. Ductile iron pipe - A.N.S.I. A-21.11(A.W.W.A. C-111).
d. P.V.C. Thick Walled Pipe - A.S.T.M. D-3212 and F-477.
e. A.B.S. composite pipe - Type O.R., A.S.T.M. D-2680.
11711; =�
a. Steel Sleeves - shall be 3/8"' thick, of the diameter specified, with a continuous, circular
1/2" bead weld and shall meet the requirements of A.S.T.M. A-420.
b. Concrete Sleeves (alternate) - if selected in place of the steel sleeves speced above) shall
M e reinforced concrete pipe, tongue and groove type, conforming to the requirements of
A.S.T.M. C-76-57, Table IV - Class designation 3,000 D.
a. Precast reinforced concrete - A.S.T.M. C-478andA.S.T.M. C-443.
b. Adjustment: No more than three (3) precast concrete adjusting rings with a twelve (12)
inch maximum height adjustment.
c. Pipe and F ' rame Seals: All pipe connection openings shall be precast with resilient rubber,
water tight, pipe to manhole sleeves.
d. Bottom Sections: All bottom sections shall be monolithicaIly precast including bases and
invert flowlines.
6.Castincre
ZW_
a. Manhole frame and cover - Neenah No. R-1712 or approved equal, with self-sealing
......................
xlid embossed "Sanitary" L...11,41 L T'x%j 1641LAL kiAL A W Ail,
b. Manhole steps - Neenah No. R -1981-I, or approved equal.
c. Recessed pickholes shall be required.
d. Frames and covers for manholes located within floodplain areas and having a rim elevation
below the flood protection elevations shall be watertight, lock -type covers - Neenah No.
R -1755-B or approved equal.
1. 5,11Decifiggrion All sanitary sewers shall be constructed in accord with the provisions of the
Standard Seqificajons f Water and Sewer Main Construction In Illinois latest edition and
this Development Code.
2.Construction of sanitary sewers and/or sewer service shall not
r PL� rmits. ry I
commence until engineering plans and specifications have been approved by the Village and
permits for construction of the sewers have been issued by the Metropolitan SJI". Al ILGAIJ AMOF190j,
an
%Wk %*0V1L;L1%O" d the Illinois
17 0
Pa4mr. .. . .... ....
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D"'Is f 101'
Environmental Protection Agency.
NY TITO B 207M M MO,
a. The trench shall be excavated so that the flow line of the finished sewer shall be at the
depth and grade shown on the approved plans. The trench for the pipe shall be excavated at
least twelve (12) inches wider than the external diameter of the pipe. The width of the trench
U111
& not exceed the external diameter of the pipe by more than eighteen (18) inches at the top
of the pipe.
If the excavation has been made deeper than necessary, the foundation shall be brought to
proper grade by the addition of well -compacted bedding material. Where a firm foundation
is not encountered at the grade established,, due to soft, spongy or other unsuitable soil, (unless
other special construction methods are called for on the plans or in the special provisions), all
such unsuitable soil under the pipe and for the width of the trench shall be removed and
replaced with well -compacted bedding material.
b. Bedding, other than concrete embedment, shall consist of gravel, crushed gravel, or
-51-
crushed stone 1/A" to 3/4" in size. At a minimum,, the material shall conform to the
requirements of Article 704.01 of the "Standard Specifications for Road and Bridge
Construction". of the State of Illinois or ASTM C-33. The gradation shall conform to
gradation CA -7, CA -8, CA- I I or CA- 13 of the Illinois Standard Specifications or to ASTM
Gradation No. 67. The pipe shall be laid so that it will be uniformly supported and the entire
length of the pipe barrel will have full bearing. No blocking of any kind shall be used to
adjust the pipe to grade except when used with embedment concrete. Bedding shall be
required for all sewer construction, except ductile iron pipe, and shall be of a minimum
thickness equal to 1/4th of the outside diameter of the sewer pipe but shall not be less than four
inches (4").
a. Pipe shall be laid straight both horizontally and vertically between manholes.
b. Pipe laying and joining shall be done in accordance with the pipe manufacturers
recommendations.
c. Pipe shall not be dropped from delivery vehicles. AJI pipe shall be lowered into the trench
with a suitable apparatus; in no case shall the pipe be dropped or thrown.
a. Connections to the sewer main shall be done by means of a wye fitting installed in the
,IN
Main.
b. When sewer mains are deeper than 10', risers shall be installed at connections such that
service pipe shall be no more than 10 deep.
c. Unused wye fittins shall have socket ends sealed by water tight rubber or pla
gstic stoppers
suitably fastened or braced to prevent dislodging by back pressure ftom the main line.
d. Connections to existing sewer mains shall be made by installing a new Wye fitting or by
use of a circular sawcut by proper tools ("Sewer Tap" Machine or similar) and installation of
a wye saddle in accordance with manufacturers recommendations. All such connections shall
be done in the presence of the Director of Public Works.
U
a. Backfilling shall not be done until installation of the sewer has been inspected and
approved by the Director of Public Works.
b. Backfill to one foot (F) above the top of the pipe shall be done with material conforming
to bedding material or CA -6 specifications placed in six inch (6") lifts compacted to 95%
maximum density.
c. Excavations for sewers which are beneath any existing or proposed pavements, driveways
and sidewalks and any trenches where the inner edge is within two feet (2') of such areas shall
be backfilled with CA -6 material in nine inch (9") lifts compacted to ninety-five (95) percent
maximum density.
d. Excavations for sewers not beneath or within two (2) feet of existing or proposed paved
areas shall be backfilled from one (1) foot above the sewer with material excavated from the
trench, unless such material is determined to be unsuitable by the Director of Public Works.
The material shall be free from clods and rocks and shall be placed in twelve inch (12") lifts
and compacted.
E. tin tin It shall be the intention of this ordinance to secure a sewer system with
a minimum amount of infiltration. Maximum allowable infiltration shall be tweqp hundred
(2�
100) gallons per inch of diameter of sewer per mile per 24 hour day at any time for any section
of
of the system. The joints shall be fight and visible leakage in the Joints, or leakage in excess ot
that specified above, shall be repaired at the contractor's expense by means approved by the
Director of Public Works.
a. Prior to submission of the Request For Final Inspection (RFI) to the Metropolitan S."
. . . . .. ........... .
TV r1+114m—,1X A C4 T
is t&
a TV. inspection of the sewer shall
be made.
b. Prior to acceptance or approval of the sanitary sewer main and again prior to expiration of
%I
the maintenance guarantee, the mains shall be inspected through use of standard T.V.
equipment for sewer inspections. The T.V. inspection shall be done by the Director of Public
Works.
c. Fees for T.V. inspections shall be as established in Article V1 of this Chapter.
a. Prior to Village approval of the sanitary sewer system and before any connections are
made, the system shall have passed infiltration or exfiltration tests conducted by both the
Metropolitan, &1411OIff NO
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and the Village.
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F. Sanitary sewer services shall be constructed in accordance with the
specifi.fions in Section 22.204.2 (Water, Sewer, and Flood Plain Remilations) of the Municipal
00 -
Code.
4401
aw
10
H. Qwnershi DofSani,' ry'' img ste, All right, title and interest in and to the sanitary sewers
S. , [1111111115Y --M .7
to be accepted by the Village shall vest in the Village.
A. ge n All developments, whether' public or private shall include provisions for the
construction of storm sewers and appurtenances. The storm sewer system shall be separate and
independent of the sanitary sewer system.
AL storm sewers, streams or channels shall be designed to accommodate storm water runoff from
all areas which naturally flow to the area of development.
Storm sewers, streams and channels shall be designed based on the rational
method using the formula Q = C x i x A, where:
Q = runoff flow in cubic feet per second
C = runoff coefficient, characteristic of the tributary area 'in dimensionless units
i — average rainfall intensity in inches per hour
A = tributary drainae area in a
gcres
SEE
2. Drw*na=_&&a, The drainage, in acres, used for design shall be the entire watershed tributary
to the point in the storm sewer system under consideration. It shall include any tributary area
that may be outside the development.
UrmMat ,
a. The average rainfall intensity used for design shall be selected from rainfall -intensity
curves based on the 1989 Illinois State Water Survey rainfall data.
b. The rainfall intensity for storm sewers and channels shall be determined from the 10 year
storm curves.
c. The rainfall intensity for streams and channels shall be determined from the 100 year storm
curves.
d. The elapsed duration time used to select the rainfall intensity shall be equal to the time of
concentration defined as: the time (in minutes) for the flow from the most remote point of the
drainage area to reach the point under consideration.
e. For storm sewer design the maximum time of concentration to a storm sewer inlet shall be
20 minutes.
j%.V
4. 'Runoff Coefficients.
a. The runoff coefficient is the ratio of runoff to rainfall.
b. Runoff coefficients for 10 year storms shall be a minimum of
impervious areas - C — 0.90
pervious areas - C = 0.25
c. Runoff coefficient, for 100 year storms shall be a minimum of
impervious areas - C = 0.95
pervious areas - C = 0.50
d. Runoff coefficients for undeveloped areas outside of the limits, of the proposed
development shall be a minimum C — 0.35 for 10 year storms and C — 0.60 for 100 year
storms.
. . .. . ....... . .
a. Storm sewers, streams and channels shall be designed to provide flow capacity base on Mannings
formula: Q — (A) (1.486) (R)2/3 X (S) 1//2
n where:
Q - Quantity of flow in cubic feet per second
A — Area of the conduit in square feet
n — roughness coefficient of the conduit -dimensionless
R = Hydraulic radius --area divided by wetted perimeter
S — Slope in feet per foot
"I ri WU i M WO �
(1) concrete pipe n = 0.013
(2) Channel -sodded
(3) Streams -clean
(4) Stream -obstructed
c. Velocities. Design velocities shall be:
(1) storm sewers minimum 2 f p.s.; maximum 10 f p. s.
(2) channels and streams
lined - minimum 2 f p. s., maximum 10 f p. s.
unlined - minimum 2 f p. s., maximum 5 f p. s.
6. Storm Sewers.,
a. Minimum storm sewer size shall be twelve inches (12").
b. Storm sewers shall be laid straight in both horizontal and vertical planes between structures
unless otherwise approved by the Director of Public Works.
c. Storm sewers of differing diameters shall join at structures only. The invert elevations
shall be adjusted to maintain a uniform energy gradient by matching the 0.8 depth points of
the differing diameters.
d. Inlets shall be provided so that surface, water is not carried across or around street
intersections. Inlets shall be spaced such that overland flow shall not build up a flow
exceeding two (2) cubic feet per second except that inlets shall not exceed 400 foot spacing.
Inlets shall be provided at all low points.
e. Manholes shall be provided at:
(1) changes in direction -horizontal or vertical
(2) changes in shape or size of pipe
(3) Junction of pipes
(4) maximum spacing 400' for sewers 42" diameter and smaller; 500' for sewers 48" and
larger
a. Existing stream and channels may be realigned and improved subject to approval of the
0
Director of Public Works. New open channels may be provided if approved by the Director
of Public Works,, for locations servicing 80 acres or larger. All construction on streams and
channels is subject to review and approval by the Illinois Department of Transportation,
Division of Waterways and the Army Corps of Engineers as requireA
b. Where stream and channels are realigned or improved, the bottom shall be stabilized full
width With a minimum four (4) inch diameter river rock "choked" with limestone screenings
or grass paving block as approved by the Director of Public Works. The banks shall be
protected from erosion by a method approved by the Director of Public Works.
+QM) access maintenance easement shall be provided at the
nia murri E4, fioot
c. A
top of each, baiii nkof streams and channels. The easement shall be kept free and clear of any
and all structures, shrubbery, etc.
d. If new channels are approved by the Director of Public Works they shall be improved as
follows:
(1) side slopes -6 horizontal to I vertical maximum
(2) minimum width of bottom six (6) feet.
(3) bottom of channel shall be stabilized full width with a minimum four (4) inch river rock
diameter "choked" with limestone screenings or grass paving blocks as approved by the
Director of Public Works. The banks shall be protected from erosion by a method
approved by the Director of Public Works.
a. All construction in flood plains shall conform to Chapter 22 entitled (Water, Sewer and
Flood Plain Regulation) of the Municipal Code.
for all fill and construction done
b. Compensatory storage shall be required
within flood plain areas.
c. Streets in flood plain areas shall be designed such that the lowest elevation of minor streets
and cul-de-sacs shall be at or above the base flood elevation and the lowest elevation of all
other streets shall be one foot (F) above the base flood elevation.
Storm sewers shall be reinforced concrete pipe conforming to ASTM C 76 standards
or ASTM C-507 for elliptical pipe. Class of pipe shall
for round pi
conform to Section 603 of the "Standard Specifications for Road and Bridge Construction"
Illinois Department of Transportation.
Alternate storm sewer materials may be allowed upon review and approval of the Director of
Public Works.
a
2. Pipe joints shall be "0" ring Joints confomung to ASTM C-443 or Bitumastic Joints.
AAk M 11 1 — ,AC 'L *
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3. Manholes,, catchbasins, and inlets shall be precast reinforced concrete conforming to ASTM
C478.
4. Joints between manhole,, catchbasin, and inlet sections shall be filled with preformed
ffici
bitumastic joint fifler of suent size to completely seal.
5. Adjusting rings shall be precast concrete rings.
a. Wet and catchbasin frames and grates in paved areas shall be Neenah R -2014-D, or
approved equal. #
b. Met and catchbasin frame.5 and ates in grassed areas shall be Neenah R-434
gr0-B, or
approved equal.
or approved equal, embossed
c. Manhole trames and grates shall be Neenah R-4474
of of Xa
g4lils* n* Q
WA 1aO,,*,jAJ
storm F
I W1O%'vk -
d. Steps shall be Neenah R -1981-I or approved equal.
7. Bedding and trench bac for storm sewers shall conform to Article 704. 11 of the "Standard
Specifications for Road and Bridge Construction", Illinois Department of Transportation and
conform to gradation CA -6 or CA- 10. In no case shall tunnel rock be allowed.
1. Storm sewers shall be constructed in accordance with the "Standard Specifications for Road
and Construction" Illinois Department of Transportation, Standard Specifica
Bridgetions for
Water and Sewer Main Construction in Illinois, the pipe manufacturers recommendations, and
this Development Code.
2. Trenches for storm sewers located under or within two feet (2) of a paved area shall be
backfilled with trench backfill and compacted by mechanical means to 951 standard
laboratory density.
3. Adjusting rings for manholes, catchbasins, and inlets shall be limited to a maximum of three
(3) rings and maximum height of twelve (12) inches.
4
Jfp 'hi, . When adjusting rings are required on structures a eembiturm*nous material,
the rings.
shall be applied
5. Lifting holes in structure sections wxvimilse Ir plugged With appropriate sized
concrete lift plugs and coated with bituminous material.
9WIM
1111111q�pii V
IT
1. All sewers and appurtenances shall be cleaned prior to inspection and testing.
2. Upon completion of construction and prior to acceptance of the storm sewer and again prior
to expiration of the maintenance guarantee, the storm sewers shall be inspected through use
of standard T.V. equipment. The T.V. inspections shall be done by the Director of Public
Works. All deficiencies noted during the T.V. inspection shall be repaired by the contractor
at his expense by means approved by the Director of Public Works. Fees for T.V. inspections
shall be as established in Article VI of this Chapter.
1. Qgneral. All commercial, industrial and multi -family zoned developments, regardless of size
shall include provisions for storm water holding facilities. All single-family residentially
zoned development two (2) acres or larger, and any single-family institutional use, such as a
school or church, in a single-family zoning district shall include provisions for storm water
e 1",
-n
'CI ,I , 'b ,,ynru�s o
us.1.1� V.
-��t d d
detention. St'
VIT
All storm water detention facilities other than roof tops, parking lots and/or underground
feet ::,�,2,X! from any building
e
storage shall be located not less than (
or structure to be occupied.
a. All detention basins shall be designed in accordance with the requirements of the
�Wd and the Village
Metropolitan'.S.O.ni ttaww A 9110
%IJIANW"P# %01 IW
I VWIW�
Code.
b. The allowable release rate from the detention facility shall not exceed the runoff rate from
the subject area in its natural undeveloped state. Such release rate shall be based on of
runoff 4r)w#m MI,^ a 0 Is P
AlUu 121 + 0*11^^_1 IN MIA as: - -e"+()fffi 04,4-4 a".MIUM I!
*4 W14 A A,
#,%0,9416 WA W* A
gJaim valealse rate
LAA%W JL%WII%0"0%W
greater than 0.20 c. f. s. per acre
c. Detention basin discharge structures shall be designed such that they have sufficient
capacity to discharge the allowable release rate from the development and any storm water
flowing' through the property from all tributary area outside of the development.
(1) For the purpose of designing such storm water drainage systems, it shall be assumed
that the runoff rate from upstream lands within the drainage basin is that which would
result from a rainstorm of a three (3) year frequency at a runoff rate coefficient of 0.15 in
cases where there are retention basins in the upstream drainage area.
(2) Whenever upstream detention facilities have a release rate that is less than the
maximum permitted by this subsection F, then allowance shall be made for such reduced
SWE
runoff rate in calculating the capacity of the drainage system or structure.
(3) Whenever detention facilities have not been provided and are not required to be
p 'ded for any part of the upstream land in the drainage area, then the by-pass flow rate
rovi
for subdivisions and developments for which storm water detention facilities are required
by this Subsection F shall use a runoff coefficient of not less than
d. The detention volume required shall be that necessary to store the runoff of a 100 year
rainfall, for any and all durations, from the fully developed drainage area tributary to the
reservoir, less that volume discharged during the same duration at the approved release rate.
The runoff' coefficients used to determine the runoff from the 100 year storm shall be not less
49
than C = 0.95 for impervious areas and C = 0.50 for pervious areas.
I
e. Dry detention basins shall be designed with side slopes not steeper than
w r
horizontal to I vertical. The basin floor shall have a slope of not less than two (2) percent.
In order to prevent soil erosion and weed problems and to provide for usable active
recreational areas during dry weather, the detention basin shall be landscaped including
sodding and/or hydro -seeding of the basin as required.
red.
The basin shall also have a low flow underdrain consisting of a minimum ten inch (10") storm
sewer or perforated drain tile.
f Detention basins with permanent ponds shall be graded such that the area one foot (1')
above the normal water level to three feet (3') below normal water level has a slope of three
(3) horizontal to one (1) vertical.
The area from one (1) foot above normal water level to two (2) feet below normal water shall
have a shore line protection consisting ofr.�®,�, r,..with a minimum twelve (12)
inch diameter.
At the point three feet (3') below normal water a level ledge five feet (5') wide shall be
constructed. From the edge of this five foot (5') ledge the ground shall slope at two (2)
horizontal to one (1) vertical for an additional three foot (3') depth. If fish life is to be
sustained in the basin an area equal to twenty five (25) percent of the normal water surface
area shall be a minimum of twelve (12) feet deep.
The ground above one foot (1) above the normal water elevation shall have a slope not
steeper than ten (10) horizontal to one (1) vertical for a minimum horizontal distance of
twenty feet (20'). Above this elevation the slopes within the basin shall not be steeper than
six (6) horizontal to one (1) vertical nor shallower than two (2) percent.'
A. a]. All developments shall include provisions for the construction of a water distribution
system complete with valves, fire hydrants and other appurtenances as required by this code. The
water supply facility of any building, located within the Village, the property line of which
building is located within two hundred feet (200') of a water main line, shall have said water
supply facilities connected to the said water main line. All existing buildings presently within
the Village that are being served by a private well are exempt from this section until such time
that their well becomes *inoperable at which time they will be required to connect onto the Village
water main. Any parcel and/or building located outside the Village shall be required to annex
into the Village prior to connection onto the Village water supply and any and all expenses
incurred to extend said water supply would be totally at the owners expense.
Watermains, be extended to the property line of the development along public rights-of-way
41
and at other location's as required by the Director of Public Works.
6
B. UgLifimions-, The water distribution system shall be designed in accordance with the Grading
Schedule for Municipal Fire Protection, Insurance Services Office recommended fire flows;
Illinois ERA Division of Public Water Supply Technical Policy statements and this
Development Code.
1. A complete water distribution system shall be designed to serve the entire development. The
water mains shall be of adequate size to supply the required domestic consumption and fire
flow demands throughout the system. The design engineer shall submit calculations showing
flows in the system at various locations are adequate for domestic consumption and fire flow
demand with a required minimum twenty (20) psi residual pressure.
2. Desim Elows,-Dome ,c,,, and EjL N,Pfilr I In
e. -.gt,,eL o' For purposes of watermain design, maximum
day flows shall be based on the following:
Lmtim or T�w I I Domestic Fire Flow
a. Residential
1. Single Family - Detached 100 gpcd 1500 gpm
2. Single Family - Attached
(Townhome)-with approved
fire wall 100 gpcd 2000 gpm
3. Multi -Family 100 gpcd 3000 gpm
b. Office 50 gpcd 3000 gpm
c. Commercial 60 gal/employee/shift 6000 gpm
d. Industrial 75 gal/person/shift 6000 gpm
Flow shall be calculated using a "C" factor of 100, ignoring fittings, and with a minimum
residual pressure of twenty (20) psi.
3.Pipe Siwze. The minimum water main pipe size shall be eight inches (8") diameter.
SM
In all locations in residential areas and in all commercial and industrial developments, a
0 a,
munmum diameter of eight inches (8") is required.
a W
rw"
1212 M•
a. Valves shall be located on water mains so as to be able to isolate sections of main from the
entire system with minimum disruption of service.
b. Valves shall be installed so that not over eight hundred (8 00) feet of watermain', with
services,, will
ff
be shut oat any time. Transmission lines with no service connections shall
ff
have valves located so that not over twelve hundred (1200) feet of main will be shut oat any
time. Valves on water mains servicing single family residential areas shall be installed so that
no more than eight hundred (800) feet of watermain and/or no more than twenty-five (25)
units shall be affected when shutting off a section of main.
c. Valves shall be located so that it will require no more than four (4) valves to be closed to
isolate a section of water main.
10 10
P1 off
Thrust blocks shall be required at all hydrant tees. and bends.
Where undisturbed earth is not available or not likely to be available to support the thrust
blocks,, tie rods and/or retaining glands shall be used as approved by the Director of Public
Works.
7. DepLhgf,Wat1r_' MaM& All water mains shall be constructed five feet six inches (5'6") below
finalgrade unless otherwise approved by the Director of Public Works.
Mta
8. SeDgMtign n� and S,gy,
&M_ Separation and protection of watermains ftom sewers
shall comply with the Illinois E.P.A. Division of Public Water Supplies Technical Policy
Statements,, latest edition.
a. All water service lines shall be designed with a minimum diameter necessary to provide
adequate domestic and fire flow use.
b. Water service line servicing single family residences shall be a minimum of one inch (I")
diameter.
A q�
a. All water main pipe shall be Ductile Iron pipe conforming to AWWA specification C-151
(ANSI A21.51).
b. ipe shall have a minimum thickness Class 56 conforming to AWWA
specification C-150 (ANSI A21.50).
c. All pipe shall have a minimum laying length of 18 feet.
d. Pipe joints shall be push -on joints or mechanical joints conforming to AWWA C-111
(ANSI 21.11).
e. All pipe shall be cement -mortar lined in accordance with AWWA C-104 (ANSI A21.4).
f Alternate pipe materials may be allowed upon review and approval of the Director of
Public Works.
2.'ID&L
L� 1. M 4, " M*,. Fit I '
a. All water main fittings shall be ductile iron fittings conforming to AWWA specification
C-110 (ANSI 21.10).
b. Fittings shall be cement -lined in accordance with AWWA C-104 (ANSI A21.4).
c. Alternate fitting materials may be allowed upon review and approval of the Director of
Public Works.
a. Valves 8" and smaller shall be iron body, 'bronze mounted, double disc,
parallel set, non -rising stem gate valves conforming to AWWA C-500. Valves shall open
counter clockwise. Joints shall be mechanical or push -on type conforming to AWWA C-111.
MIE
Valves shall be Mueller A-2380 or Traverse City A -230-"O" ring seal.
Other valves may be allowed upon review and approval of the Director of Public Works
b. Valves larger than 8" shall be ductile -iron body, rubber seated,, tight closure butterfly
valves conforming to AWWA C-504. Valves shall be Class 150B and shall open counter
clockwise and be operated by a two (2) inch square nut. Joints shall be flanged joints. Valves
shall be Pratt -Groundhog Butterfly, Mueller Lineseal M
w0lap 1;
c. Butterfly Valves. All butterfly valves shall be attached to the water main with a MJ and
ff
flange connector to facilitate removal of the valve. The valve vault shall be of suicient size
to accommodate the valve and connector.
Other valves may be allowed upon review and approval of the Director of Public Works.
4. Yalyt,
a. Valve vaults shall consist of precast reinforced concrete sections meeting ASTM C-478
and ASTM C-443 standards.
b. Adjusting Rings shall be precast concrete rings.
c. Vault steps shall be Neenah R- 198 1 -1 or approved equal.
d. Frame and grates for valve vaults shall be Neenah R- 1712 or approved equal, embosseLil
"Water",.&AAA and havefteess pickhole.
a. Fire hydrants shall be dry barrel type with bract flange and auxiliary gate valves and shall
conform to AWWA C-502.
b. Hydrants shall have two (2), two and one-half inch (2 1/2") hose outlets and one (1), four
and one-half inch (4 1/2") national standard thread outlet.
c. Hydrants shall have a main valve opening of five and one-quarter inches (5 1/4") with a
6" auxiliary valve with mechanical joints. The auxiliary valve shall have a 3 piece valve box.
d. Hydrants shall be painted yellow.
e. Hydrants shall be"Arl-GeA sevae, `:'k- x . ......
, 4 T %0A, *7%w 46'.7 -r . Mueller Centurion A423. Other hydrants may
be allowed upon review and approval of the Director of Public Works.
water service lines two inches (2") in diameter or smaller shall be constructed of Typ
K copper with flared fittings. Service lines &MAt inches (41") and larger shall be ductil
SIZE
iron conforming to allowable water main material specifications
b. Service connection to the water main for services less than two inches (2") in diameter
UF19 Nil LAOIN
shaff be with, aMueUer,'Doublestrap service clamp and a corporation stop Mueller
or approved equals.
ZRI
Service connections to the water main for services, 1`04" ' inches (0") or larger shall be
with a ductile iron fitting conforming to water main fitting"specifications.
c. Each service less than two inches (2") in diameter shall have a curb stop Mueller H-15151
and a curb box Mueller H-10302 or approved equals. Curb boxes in paved areas shall be
U,
Mueller H 0 WO M
Servicesfimf" inches (4��")and larger shall have gate valves conforming to water main
gate valve specifications.
Aggreate for bedding when required and for trench backfill sha
gll conform to requirements
of Article 704.01 of the "Standard Specifications for Road and Bridge Construction" State of
Illinois and conform to gradation CA -6 or CA -10. In no case shall tunnel rock be allowed.
1. '.Water.M
..gi Water mains and appurtenances shall be installed in conformance with AWWA
C-6001, the material manufacturers recommendations, the Standard Specifications for Water
and Sewer Main Construction in Illinois and this Chapter.
2. Trench Backfill. Trench backfill shall be required in all locations where the water main trench
is under or within two feet (2') of existing or proposed pavements including but not limited
to streets, sidewalks and driveways. The trench backfill shall be placed in lifts not exceeding
CIP
eight inches (8") and shall be mechanically compacted to not less than 95 percent of the
standard laboratory density.
Backfill in water main trenches under existing or proposed streets shall consist of trench
backfill as noted above except that the area from six inches (6") to one foot -six inches (1'6")
above the pipe shall be an impervious clay material compacted to 95 percent standard
laboratory density.
3. Watg,.ri
nTren:!!�L Where water is encountered in the trench, it shall be removed during
pi avinia and jointing operations. Trench water shall not be allowed to enter the pipe at any
10 OMO
time.
4.ter W ectionL, All connections to the existing water system shall be made under
..A
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full water service pressure unless otherwise approved by the Director of Public Works.
:: , f
V
mk o one
a. Fire hydrants shall have a minimum of '4U
inch (I ") to one and one-half inch (1 1/2 ") washed river stone placed at the 6ase 'of the hydrant
to provide drainage at the barrel.
b. Auxiliary valves shall be connected to hydrants.
c. The break -line flange of hydrants shall be not less than one inch (I ") nor more than three
inches (Y) above finished ground elevation. Hydrants in street fights -of -way shall be placed
not less than three feet (3), nor more than five feet (5), from the back of curb.
a. Water service lines shall have a minimum cover of sixty inches (60").
b. Copper service lines shall not have intermediate unions, unless approved by the Village.
c. Curb stops and curb boxes shall be located in public rights-of-way. Such curb stops and
boxes shall not be located in any paved areas unless approved by the !P":::�CPublic
Works. D. I F i Ar. e e 1*6 WeF.
As part of the construction of development improvement'. all water mains shall be pressure
tested as described in this Section. The Director of Public Works shall be noted of the time
of the test a minimum of twenty four (24) hours prior to the test.
2. All newly laid pipe shall be subjected to a hydrostatic pressure of one hundred fifty (150)
pounds per square inch. Duration of each pressure test shall be for a period of not less than
two (2) hours. Each valved section of pipe shall be filled with water and the specified test
pressure shall be applied by means of a pump connected to the pipe. Before applying the
speced test pressure, all air shall be expelled from the pipe. All leaks shall be repaired until
tight. Any cracked or defective pipes, fittings, valves, or hydrants discovered in consequence
of this pressure test shall be removed and replaced and the test repeated until satisfactory
results are obtained.
3. All testing shall be done after the installation of service lines. Suitable means shall be
provided for determining the quantity of water lost by leakage under the specified test
pressure. Allowable leakage shall not be greater than that computed as follows:
7400
L — Allowable leakage in gallons per hour
N — Number ofJoints in length of pipeline tested
D — Nominal diameter of the pipe in inches
P = Average test pressure during leakage test in pounds per square inch gauge.
J
6 11
1,
h
Leakage is defined as the quantity of water required to be supplied to the newly laid pipe
necessary to maintain the specified leakage test pressure.
4. All pressure tests shall be done in the presence of the Director of Public Works.
G. Pae l'iminarv, BF igh, *in,&. Prior to chlorination the main shall be flushed as thoroughly as possible
with the water pressure and outlets available. Flushing shall be done after the pressure test is
made. It must be understood that such flushing removes only the lighter solids and cannot be
relied upon to remove heavy material allowed to get into the main during laying. If no hydrant
is installed at the end of the main, a tap should be provided large enough to effect a velocity in
the main of at least 2.5 feet per second.
i.•r�xarsr�atrrf
1. The preferred point of application of the chlorinating agent shall be at the beginning of the
pipe line extension of any valved section of it and through a corporation stop in the top of the
newly laid pipe. The injector for delivering the chlorine -gas into the pipe should be supplied
from a tap on the pressure side of the gate valve controlling the flow into the pipeline
extension.
2. Water from the existing distribution system or other source of supply shall be controlled so
as to flow slowly into the newly laid pipeline during the application of chlorine -gas. The rate
of chlorine mixture flow shall be in such proportion to the rate of water entering the pipe that
the chlorine dose applied to the water entering the newly laid pipe shall be at least forty (40)
to fifty (50) ppm, or enough to meet the requirements during the retention period. This may
require as much as one hundred (100) ppm of chlorine in the water left in the line after
chlorination.
3. Valves shall be manipulated so that the strong chlorine solution in the line being treated will
not flow back into the line supplying the water.
4. Treated water shall be retained in the pipe long enough to destroy all spore -forming bacteria.
This retention period shall be at least twenty-four (24) hours. After the chlorine -treated water
has been retained for the required time, the chlorine residual at the pipe extremities and at
other representative points should be at least ten (10) ppm.
5. In the process of chlorinating newly laid pipe, all valves or other appurtenances shall be
operated while the pipeline is filled with the chlorinating agent.
6. All water mains shall be disinfected and tested according to the requirements of the
"Standards for Disinfecting Water Mains," AWWA C-601, and as required by this Chapter.
All disinfection, as required by this Chapter, shall be performed by an independent firm
exhibiting experience in the methods and techniques of this operation, and shall be done in
the presence of the Director of Public Works. The Director of Public Works shall be notified
of the time of disinfection a minimum of twenty-four (24) hours prior to the disinfection.
1. Following chlorinationall treated water shall be thoroughly flushed from the newly laid
pipeline at its extremes until the replacement water, throughout its length shall, upon test,
be approved as safe water by the Director of Public Works. This quality of water delivered
by the new main should continue for a period of at least two (2) full days as demonstrated by
laboratory examination of samples taken ftom a tap located and M'stalled in such a way as to
'de contamination. Samples should never be taken from an unsterilized hose or
prevent outsi
from a fire hydrant, because such samples seldom meet current bacteriological standards.
2. Samples be taken by the firm performing the disinfection of the main and in the presence
of the Director of Public Works. The sample shall be taken by the Director of Public Works
to an approved laboratory for analysis.
R iii� 1111 1111 111,! 111
•
Laim
MMAANNam
B. Spgghts and appurtenances shall be designed and installed according to: The
I * �ntandaAr R 'h * I
,en_ca Practi"ce Lor. adwgy�.L . Current i nal le, t
igtl' Curr Edition The'Nat,"g' a' E ct '' C CJo
I , a. e'l
Current Edition, as amended by the Village of Mount Prospect Electrical Code; and this
Development Code.
1j,6 d
..............
L I E X a
s, * d e ntfi" g, I
.,_C1gM'=r Industn'
ri jj� and g Poles shall be located at all 'intersections
and spaced at a distance not exceeding three hundred feet (300') from one another for
inidblock locations. Poles shall also be located at the ends of cul-de-sacs and a curve in the
roadway as required by the Director of Public Works. Poles shall be set in the parkway two
feet (2`) from the back of curb. Where the distance between the sidewalk and the curb is such
that this location is impractical or where the sidewalk is adjacent to the curb, the Director of
Public Works shall be consulted for an alternate location for the pole.
Unless otherwise directed by the Director of Public Works, the direction of the support arm
shall be at right angles to the intersection of the centerlines of the intersecting streets at a
four -legged intersection. At "T" intersections, a pole shall be provided on the centerline
extended of the terminating street at the top of the "T" with the support arm extending toward
the center of the intersection. Between intersections, mast arms shall be orientated at a right
angle to the centerline. In cul-de-sacs, lights shall be placed in the center median or if no
center median is to be constructed, at the end of the cul-de-sac along the centerline extended.
2. Anterials,and, Coll.r,
egig � Street&., Poles shall be located at intersections and spaced such that
the illumination "I
nu ion meets the following criteria:
a. Maintain 1.2 average foot candles (after depreciation)
b. Maximum/ Minimum ratio 6.0 : 1.0
C. Average/ Minimum ratio 3.0 : 1.0
1. All poles shall be round tapered seamless poles fabricated from aluminum alloy 6063-T6.
Poles shall be provided with bolt down anchor bases and handholes. Anchor bases and
handhole frames shall be manufactured from aluminum alloy 356-T6.
2. Bracket arms shall be truss tapered elliptical arms manufactured from aluminum alloy
6063-T6. Bracket arm shall taper to two and three -eights inches (2 3/8") at luminaire end.
3. Poles shall be designed and fabricated to withstand 80 m.p.h. winds and associated wind gusts
and vibrations. The light poles shall be able to support a luminaire panel up to one and seven -
tenths (1.7) square feet. All poles shall be designed in conformance with AASHTO'S
Standard Specifications For Structural Supports For Highway and Traffic Signals.
In residential areas, the lighting standards shall have bolt down bases and shall be constructed
of spun aluminum with a twenty-five (25) foot mounting height and ten foot (10') truss arm
9WE
with wraparound clamp in lieu of Rivnuts. The lighting standards shall be Crouse-FEnds No.
RTA8M25AAT10268 clamp design, Union Metal Model 154-YI clamp design, or approved -
equal.
I P V
lop
"EWJILW
The luminaries shall consist of a housing, reflector, reflector holder, lamp socket, slipfitter and
three (3) terminal photoelectric cells. The luminaries and lamps shall be high pressure sodium.
Any mercury vapor lamps in existence on April 16, 1991, may continue in use.
All fixture components shall be designed to operate under all environmental conditions. All
luminaries shall be designed and wired to operate on sixty (60) hertz alternating current with a
multiple tap high power factor (95+0N PF) regulator type ballast. All lenses shall be heat resistant
borosilicate glass. All fixtures shall be designed to operate at minus twenty degree (-20')
fahrenheit (28' ade) minimu'm starting tempera
centigrture.
1. The mercury vapor luminaries existing as of Apn*l 16, 1991, shall have a die-cast aluminum
housing with a removable ballast assembly, acrylic or borosilicate glass refractor,
photoelectrical cell receptacle and cell multitap reactor type ballast and universal slipfitter.
Acceptable units include General Electric M-Powr/Door, ITT horizontal luminaire or
approved equal.
2. The high pressure sodium lurm"naire may be either the conventional horizontal flat lens cobr
head type or the decorative shoebox type, either of which shall be the cutoff type fixture. i
The cobra head type shall have die cast aluminum housing, removable ballast assembly,
photoelectrical cell receptacle and cell, a multiple tap reactor type ballast and univers
slipfitter receptacle. Acceptable units include:
1111MI �IIII
1 116) It"
(1) General Electric M-Powr/Door M4AC40SOA2GMC31
(;) Crouse Hinds OVM40SCW2EF Quad Tap or approved equals,
4. The high pressure sodium decorative shoebox type fixture shall have a formed aluminum
housing, removable ballast assembly, a photoelectric cell receptacle and cell, and a multiple
tap reactor type ballast. Acceptable units include:
a. For Residential Areas:
(1) General Electric D25Sl5SOH2GMC3DBR
(2) Quality Lighting 11 7.14GI 5OVvWS Quad Tap
b. For Commercial Areas:
(1) General Electric D40S40SOH2GMC3DBR
(2) Quality Lighting 117-14G-120HPS400PCT
1. All wire and cable installed under this section from the power source to the lighting standards
shall be contained in either unit -duct manufactured from high density smooth wall
polyethylene electrical plastic duct or heavy walled galvanized steel conduit. Direct burial
of all wire and cable under this section is prohibited.
All wire and cable installed under this section shall be beat and moisture resistant,, Type
XBHW, and be suitable for use at seventy five degrees (75*) centigrade (167° Fahrenheit) and
shall have insulation rated at 60OV.
The bare ground wire shall be #SAWG stranded copper wire.
2. All wire will be subject to an insulation test to ground after installation. The minimum
acceptable resistance to ground shall be 2-50,000 ohms. Any section of wiring failing to pass
the minimum insulation test for any reason or showing an obvious short circuit shall be
rejected. All wire, cable and unit -duct to be furnished shall be buried not less than thirty (30)
inches below finished grade.
3. All runs shall be continuous without splice in cable or unit -duct from pole handhole to pole
handhole or to control cabinet.
Cable slack be provided such that there is a minimum of two (2) feet of slack at the base
of all light standards.
4. Adequate slack shall be provided such that the service connection can be made without splices
other than at the power source. In the case of aerial service, rigid steel conduit for service
pole riser including insulated bushing shall be provided for a service pole riser.
-71
5. When passing under concrete or asphalt surfaces, n*gid galvanized steel conduit not less than
two -inches (2") in diameter with bushins shall be used for racewa
gys.
6. Disconnects shall be provided and installed at all points of connection to the Commonwealth
Edison power source.
7. Fuse holders with fuses shall be installed in each conductor and located at the base of each
pole so they are accessible through the handhole at the base of the pole. Fuse holders shall
be Buss-Tron in-line waterproof fuseholder and break -a -way receptacle #BEB-AW-RLC or
approved equal.
0,
Section 16.408. Lartdscamg, Any development or subdivision subject to the requirements of this
Chapter shall provide landscaping within the development and on public fights -of -way adjacent to
or within such development. Landscaping required by this ordinance shall be a condition to the
issuance of a Certificate of Occupancy for any improvements built on the subject property.
Landscaping on private property shall be subject to the landscaping requirements of Chapter 14.
116
a. Parkway trees shall be planted forty (40) feet apart whenever possible, and shall have a
a 0
minimum trunk diameter of two and one-half (2 1/2) inches measured at six (6) inches above
ground level.
b. Planting requirements. All trees planted within a public right-of-way shall comply with
the requirements set forth in Chapter 9Article V (Trees) of the Municipal Code.
c. Tree Planting by Village. The applicant shall, prior- to final plat or development pla
approval, post with the Director of a cash deposit or treasurer
or cashier's check payable to the Village in an amount equal to the number of trees require
to be planted in the public parkway pursuant to this Section multiplied by the amount charge
by the Village to cover the cost of such trees, and any and all work connected with th
guaranteed planting of such trees as such amount 'is established ftom time to time by
, Ljo
The Village shall us
16,46%.1,41 WX V'9'&%0 %01WAYWAAA&W,
su,6 funds to �plant, trees in the parkway.
0
d. If deemed necessary by the Director of Public Works, this requirement may be satisfied if
an equivalent number of trees of the same size or larger are planted in the front yards of all
adjoining lots.
e. Should completion of the development extend beyond a one (1) year pen*od; the applicant
•I be required to post additional funds to cover any increase in cost to plant the remaining
trees.
skm
lw�' 11111q�111111
IMMIX% I%-- NEW-
-
�"�MAM MANI
11w-AM AMMVJPAIPIP�12
I
VA
a. 1K 111111 11
19
- - - -------
a. The Director of Public Works shall determine if existing trees in the public fight -of -way
shall be preserved or removed. Trees to be preserved shall be protected from injury as
specified in Chapter 9, Article V (Trees and Shrubs). It shall be the responsibility of the
pecl
applicant to remove the trees designated for removal, along with their stumps.
b. Where shrubbery or evergreen trees existing in the public right-of-way, the applicant shall
be required to remove the plantings. Appeals for relief from the requirements of this
4
paragraph may be made by following the sight obstruction appeal procedure set forth in
Section 9.117 of Chapter 9 of this Village Code.
&C M -11M
a. All unpaved areas within the dedicated fight -of -way shall be graded and sodded in an
approved manner. Restoration work shall be performed to the satisfaction of the Director of
Public Works.
b. All parkways shall be graded smooth and topped with at least four (4) inches of black dirt
after compact -Ing and removal of stumps, trees that cannot be saved, boulders and such. Such
areas shall be sodded.
c. Upon recommendation of the Director of Public Works, the President and Board of
Trustees of the Village may require additional sodding of a lot to prevent soil erosion and
blockage of drainage systems.
IME
A. W Bench marks shall be placed at every quarter (1/4) mile interval in the north -south
and east -west directions.
1. A minimum of one such bench mark shall be set in each subdivision and resubdivision.
2. The bench mark shall be of concrete, not less than six inches (6") in diameter and sixty inches
(60") in depth with a center #4 vertical steel reinforcing rod cast in place.
3. A brass disc provided by the Village Engineer, at the applicant's cost, shall be cast in place
on top of each such bench mark.
4. The applicant's engineer shall provide the Village Engineer with the documented U.S.G.S.
elevation of each such bench mark.
5. Each bench mark shall be set flush with the finished grade.
[OOM
Iron pipes not less than two -inches (2") in diameter or steel rods not less than one -inch (I") in
diameter shall be set at all block comers, block angle points and points of curvature. Iron pipes
not less than one inch (I ") in diameter or steel rods not less than one-half inch (1/2") in diameter
shall be set on all other lot comers and lot angle points. All iron pipes and steel rods shall be not
less than twenty-four inches (24") in length.
C.
m—ent Vg"n-ficat"i-on, The applicant shall expose and verify the existence of all required iron
M.Q P.0 I
pipes and steel rods after the completion of all construction and prior to final acceptance by the
President and Board of Trustees of the Village. The applicant shall replace in kind any iron pipes
or steel rods found to be missing.
j
=04 Mfii;qfgm�
Nor to approval for resubdivision, the developer must arrange with the Director of Public Works
for an inspection of all existing utilities including, but not limited to sanitary and storm sewers,
water mains and all related apparatus, and street lights.
These utilities must meet or exceed the standards as stated in this Development Code, to include
any required fees for inspections, for the existing and/or proposed extension of utility needs on
-74-
site as well as off site.
0
Section 16.411. Maintenan f''sir 'r&J—Id,Uv , taies.
p
al
All utilities including, but not limited to sanitary and storm sewers, water mains and all related
apparatus, and street lights, which are an extension of the public utilities, but are located on
private property, shall be maintained in good repair and working order so that they function
safely and effectively Without threat to health and safety.
ie of the owner, of the property.
All repaiirs0 shall be,made by and at thleex ens P
The
VIX I Village'm`ay,
in, case an emergency, repair lany de&ct and if thl *sdone, the cost of such
repair work shall be repaid to the Village by the owner of the property.
ARTICLE V
I Mh-W-1;3 a 111 A 3% 075 II
1:10,11 1,1 '11 01. 1= r#1 I
A
u�me. 0 Where an applicant or owner proposes a development . EMd DrawlEm.land.Do
within the corporate limits of the Village, the applicant/owner shall submit the necessary
documentation with a final plat of subdivision or development plan as follows:
4,
1. Supoort, D rnena,UL*qnm The following documents are required at the time engineering plans
are submitted to the Village for review and approval:
a. Four (4) sets of engineering drawings.
b. Four (4)sets of specifications.
c. Four (4) copies of the Plat of Survey.
d.
X Ar 10 TV
Sewer Permit
�LT A,q� kml *,Awl Applications and E.P.A. Sewer Permit Applications, where
required.
IV n, A
xkk Water Permit Applications.
e.
f Two (2) copies of the storm sewer calculations.
g. Two (2) copies of the storm sewer drainage map.
SME
h. Two (2) copies of the retention facilities calculations.
i. Two (2) copies of the hydraulic gradient profiles of the storm sewer design, if the design
is based on a hydraulic gradient.
copies of the EnV'neer's estimate of cost.
k Two �2) copies of the water main calculations for consumption and fire flow demand when
the design is less than the n1inimum design required by this Chapter.
1. Two (2) copies of the pavement thickness design calculations.
m. One (1) copy of County and State Highway Department permit applications.
2. Envnneer I ina Draw"nits. The engineering drawings submitted must include the following
information:
a. Cover sheet with location map.
b. General plan layout of the project indicating all improvements.
c. Detailed plan and profile sheets of all improvements.
d. Summary of all quantities.
e. Blocks and lot grading plans including locations and species of existing trees as required
in Section 16.408 and a schedule for erosion and sedimentation control.
f General detail sheet showing:
(1) Pavement cross section.
(2) Curb, gutter and sidewalk details.
(3) Cross section of retention facilities, including sedimentation basins -
(4) Street lights.
(5) Manholes, vaults, inlets and castings.
(6) Hydrants.
(7) Typical trench cross sections for sanitary sewers, storm sewers and watermiains.
erinsz ADon approval of engineering drawings, seven (7) sets of the final
drawings shall be submitted to the Engineering Division. The drawings shall be stamped
%.e
11a1proved plans" and one (1) set shall be returned to the developer; one (1) set shall be
9VI&V
stamped "job copy" and shall be kept on the job site at all timel
AMMAR
ik 'I"a I
31C
01, IAL O,W 1, Q
LL
1. The construction of any roadway or street.
2. The surfacing of any roadway or street.
3. The installation of any curbing or gutters.
4. The construction of any sidewalks.
5. The grading or backfilling of any open trench or excavation in which any utility facilities,
Including but not limited to, water lines, sewer lines and electrical cables have been installed.
6. The construction of any driveways.
7. The construction of any parking lot.
B. Procedu Within the forty eight (48) hour notice period specified in Section 16-502.A. the
Q7
Public Works Director may conduct an on-site inspection to determine that the work complies
with the engineering drawings.
LJFAAW V V
L If, in the opinion of the ie rhi'l31 Director
such work does not comply with the final drawings, he shall have
the authority to order that all such work shall be terminated until such time as necessary steps
are taken by the applicant to correct any defects or deficiencies.
China! h=g9,,]i1oM Upon completion of all improvements wn the area covered by the
preliminary and final subdivision plat or development plan, the applicant shall notify the
9MM
3. The fees for final inspection of all improvements are included in and are a part of the amounts
provided in Section 16.601. of this Chapter.
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Section 16.505. A"eDtance vements,
R FNVM.w *1
.............
1. In the event said public improvement 'is to be dedicated to the Village, the motion shall
9NM
formally accept said public improvement, at which time it shall become the property of the
Village.
2. All such publi c* improvements shall remain the property of the 'applicant, who shall have full
and complete,6bfigaflion for repair and maintenance thereof, until the adoption of such motion
by the President and Board of Trustees formally accepting said public improvement. No
action of a board, commission, group, officer, agent or employee of the Village or approval
of any plat or plan shall imply acceptance of public improvements until the adoption by the
President and Board of Trustees.
I Notwithstanding the above, the applicant shall flully guarantee such improvements for two (2)
years after acceptance by the Village Board in accordance with Section 16.606.B of this
Chapter.
9WOM
Xn%jvc,VEEW FEES, DEVELOPMENT PERMIT FEES, PUBLIC AND PRIVATE
IMPROVEMENT GUARANTEES
CONNECTION FEES, RECAPTURE AGREEMENTS
tw S�F.,=s i ne fees for review of the ectionSghd,,1Ln,Sion 'Plat and Develg�pmgnj, Plan .......... Rem . All
preliminary and final subdivision plat or development plans and all accompanying data shall be
calculated as follows:
1 Icin- A
Preliminary Plat and Final Plat (Total) wi'a Nor 1W * W W A A0 ' WN.
'"U41al nlgz+ T 100 00 n1i 1 00 11
& &JLAL%." Fat&& W A WW.W%O Fa%obj W A WWI &No&
Resubdivision which Consolidates existing lots $50.00
Vacation plat $100.00
9 01021 Up filkini l*
Appeal $250.00
The fees for plat or development plan review shall be paid by the applicant upon nor of the plat
or plan under review.
Section 16.602. Land Dgy�],oDment Pemi,t.Em The developer shall be responsible for a land
development fee levied against the development to cover the cost of reviewing engineering plans
and construction inspections.
;,, a a 14 4-1, Ai
This fee shall be at,. Am t percent %) of the cost of total improvements for
the development, less the costs of mass g'rading and buildings. One - ALI "al f ta if we as e p e r c. e nt (P74�%) Of
this fee is apphed to engineering plan review costs and two percent (2%) to construction inspection
ccosts.
No building permits shall be issued for any phase of a development until such time as the
aforementioned fees are on deposit with the Village.
Section 16.603. #
Qd F, A lump sum fee shall be levied for cutting the curb and
gutter on dedicated Village streets as established in Section 9.109 (Streets and Sidewalks) of the
Municipal Code.
Section 16.604. EL Where inspections are required, the cost of the T.V.
inspection shall be borne by the developer and shall be based on a charge of one dollar fifty cents
($1.50) for each lineal foot of sewer.
SKM
Section 16.605. StlreetOlDeninll t Fee. A lump sum fee shall be levied for opening a dedicated
street, sidewalk, parkway or alley for the purpose of making connection to sewer, water, as and
*0
electric lines, as required by Section 21.510.E. (Building Code) of the Municipal Code.
Section 16.606. Publicilipprowment, Guar==,sll Upon approval of the detailed engineering plans
by the v W
and Prior to the commencement of any construction
a developer shall, su, ply the t toWng guarantees to the Village. -
P
a.
Cash Escrow. Cash deposit, or certified or cashier's check in the total amount required
shall be placed with the Village and administered in accordance with the provisions of an
Escrow Agreement to be approved by the Village. Such agreement shall contain provisions
for specific application of such funds, partial contract payouts, prorata reduction of deposit
excess, final escrow settlement) and other pertinent administration matters as may be required;
or
b. Letter of Credit. An irrevocable, commercial letter of credit with an approved financial
institution in a form acceptable to the Village; or
I'mr-W.00 ON
I
qW, f, lip NPISIVACA
c. In the event that current or pending public improvements make the completion of a specific
development's public improvements unfeasible, a covenant can be executed and recorded or
registered, as appropriate, to ensure the completion of the improvements. Said covenant shall
provide for the filing of a lien against the property in the event of non-performance and shall
be in a form acceptable to the Village.
2. Each guarantee shall be evidenced by an appropriate instrument which
U,ftl provide that no payments for the installation of improvements shall be made without the
A
consent of the AWN. ka. IAIAeOirector W*9" and in the event that said improvements
are not completed in accordance with Village requirements, the bank or other financial
institution shall take any and all necessary steps to provide funds to complete the construction
of said improvement upon request by the Village. Such instrument shall further provide that
drawdowns may be permitted to a maximum of fifty percent (50%) of the cost of each item
properly installed, however!) no more than fifty percent (50%) of the amount deposited may
be dispersed until the improvements have been completed and accepted by the Village.
Approval of payments for the installation of improvements shall not constitute acceptance of
such improvements.
-.81.
3. ii Each guarantee shall be issued for a period of two (2) years and shall state that
a improvements are to be completed wissuance of such guarantees.
within two (2) years of the 4'
In the event that all of the improvements to be constructed have not been completed within
sixty (60) days of expiration of the subdivision or development guarantee (whether the
guarantee is initial or renewed), then the Village shall take all necessary steps for redemption
of the guarantee and completion of improvements; or at the Village's option, the following
renewal procedure shall be observed:
4. Ren a]. The 1.4.11.61hsao 3A40Fk-sr-Dhector
will determine the Eng i'neer. Iffindex, at the
time of I issuance of the guarantee and at a time approximately Within sixty (f 0) days of
expiration of the guarantee. From these index values an average yearly increase in the
construction cost over the duration of the guarantee will be determined. The amount of the
renewed subdivision or development guarantee shall be increased from its face value (taken
sixty (60) days prior to expiration) by two (2) times the average yearly increase in
construction cost. In the event that the security has not been renewed within thirty (30) days
of expiration, the guarantee shall be presented by the Village for redemption and no further
permits or Certificates of Occupancy will be issued within the development. The
requirements for subdivision or development improvement guarantees set forth herein shall
apply to all types of developments, regardless of use or ownership.
5. Amount-gf,.0 g ., The amount of a completion guarantee shall be based on the following -
a. Total cost for estimated construction, engineering, surveying and fees for all required
public improvements plus fifleen percent (15%) of such total for contingencies, as approved
:Ml
A &A %�r A .9 %0 V T WA ax
by thellmWip 3AL irector d14,11 ...... ... .. or
b. Total contract cost for construction) engineering, surveying and fees for all required public
improvements under contract plus ten percent (10%) of such total for contingencies, as
;,,srD
T T WIA
approved by the ire ctor,", kk,.
A maintenance guarantee consisting of ten percent (10%) of the amount of the cash deposit, or
certified or cashiers check, or ten percent (10%) of the letter of credit or subdivision bond posted
under Subsection A hereof shall be retained by or held to the credit of the Village, and shall be
held as a deposit in cash escrow after the final completion of the improvements covered under
this Chapter. Such deposit may be held by the Village for a period of two (2) years after the final
acceptance of such improvements for the purpose of
1. Guaranteeing against and securing the correction of any defect in material or workmanship
furnished for such improvements, latent in character, and not discernible at the time of final
inspection or acceptance by the Village.
2. Guaranteeing against and securing the correction of any damage to such improvements by
reason of settling of the ground, base or foundation thereof.
-82-
Such maintenance guarantee shall also provide that, as such defects develop, the guarantee may
be applied by the Village for any amounts incurred to correct such defects, and that the balance
of Such deposit, if any, held at the end of such two (2) year period shall be returned by the Village
to the depositor and, if a cash deposit, without interest.
1 T4 UT I
UO
o
Section 16.607. t , g. Q
.P.h-vA. tl Jmit)r"v Ment u r tees,,
a gn All private improvements installed within the
M
Village of Mount Prospect shall6l
beguaranteed, in terms ofadequay cand, proper installation by the drevel o,
per,
fior a p,eriodof one (1) year after installation and final approval..
Section 16.608. Conntcti g
s, Where a development has not contributed to the cost of
installation of the public water system or the public sewer system, which facilities are to be used by
said development, the developer shall pay fee(s) for the connections to said public water system and
public sewer system in addition to building any extensions of said systems, which fee(s) shall be as
follows:
A. For connecting to the existing water mains as aforesaid, or any extensions thereof, the fee
required in Article 21.505.D. (Building Code) of the Municipal Code shall be charged.
B. For connecting to the existing sewer trunk lines and sewer system as aforesaid, or any extensions
thereof, the fee required in Article 21.509.A. (Building Code) of the Municipal Code shall be
charged.
C. The amount to be paid shall be paid at the time when any development plan or subdivision plat
is approved by the Village, provided, however, that if said development or subdivision is already
approved and accepted by the Village Board, then said amount shall be paid prior to the making
of the respective connection to the existing municipal water system, or existing municipal sewer
system or any extensions of said respective systems on granting of permits for construction.
D. The amount due and payable shall not affect or impair the liability of any person or applicant to
pay for inspection, license, permit or service fees which are or may become due to the Village
by reason of any law or ordinance heretofore or hereafter adopted by the Village Board of
Trustees, but the amount so due shall be considered to be a charge for the privilege of using the
vdsting sewer and water systems installed throughout the Village towards the cost of which the
applicant or the land to be served has not made any contributions.
-83-
A. Wherever: 1) a Municipal ordinance of the Village requires the installation of any watermains,
sanitary sewers,, storm drm*ns,, roadways or other public facilities; and 2) where, in the opinion
of the corporate authorities such facilities may be used for the benefit of additional property not
controlled by the person of whom installation is required; and 3) such watermains, sanitary
sewers, storm drains, roadways or other facilities are to be dedicated to the public, the corporate
authorities may, by ordinance, require that additional property benefitted by such facilities not
be permitted to be developed or not be permitted to connect to the facilities unless a fair and
reasonable portion of cered costs of installation, including engineering costs, are reimbursed
to the *Installing party.
1. The Village shall have the sole authority to determine the following:
a. The amount of interest, if any, which may be charged to a benefitted property owner (not
to exceed 10% simple interest/annum);
b. The method by which the costs are to be certified;
c. The fair and reasonable apportionment of costs;
I
d. The party responsible for collection of the apportioned costs,
e. The service charge due the Village for establishment of the recapture ordinance;
f The amount of time (not to exceed " years) that the ordinance shall remain in effect;
g. The amount by which the apportioned costs should be reduced due to depreciation;
h. The method by which the ordinance is to be enforced;
i. Any other matters pertinent to the adoption of the ordinance.
B. Any ordinance adopted pursuant to subsection A herein shall be filed with the Recorder of Deeds
of Cook County. The ordinance shall provide that it is the responsibility of the installing owner
to record the ordinance.
C. The recording of the ordinance, in this manner, shall serve to notify persons interested in such
additional property of the fact that there will be a charge in relation to such property for the
connection to and use of the facilities constructed under the ordinance.
Section 16.610. Any residential development or subdivn shall be required
to donate fees to the Village on the basis of the type of dwelling unit in the development. Such
donation shall assist the Village in serving the immediate and future needs of the residents of the
development and to ensure adequate provision of public services to persons who are expected to
reside within the subdivision or development.
SIM
Fees shall be donated to the Village based upon the type of dwelling unit within the development
as indicated in Table VI -1. The fee shall be calculated by multiplying the total number of
dwelling units times the appropriate fee for the specific type of dwelling unit as listed in Table
VI -1.
jab -11 I
e of i *
I o y VD ing, 1 nit
D3M,gjj U
W
Twe gLf U'Fee
rill
Detached Single Family $19450.00
Attached Single Family
(Townhouse, Row House, Quadruplex, etc.) $11350.00
Apartments -1 $ 850.00
Such Village donation shall be due and payable in full prior to commencement of any
construction within the development or subdivision.
ARTICLE VU
IN P
Where a proposed subdivision is located outside of the Village boundaries, but within the planru'n
jurisdiction of the Village, and has not been incorporated into any other municipality, the subdivi&
shall meet all of the requirements of this Chapter.
No subdivision or title division of the property located outside of the Village boundaries but within
the planning jurisdiction of the Village, as determined by the Official Comprehensive Plan and the
authority granted by State Statute, shall be recorded, registered, or otherwise approved, without the
approval of the Village of Mount Prospect-, as such approval is set forth in this Chapter.
'Village of Mount Prospect
Mount Prospect, Illinois
41,
INTEROFFICE MEMORANDUM
O
TO: MAYOR AND BOARD OF TRUSTEES
FROM: MICHAEL E. JANONIS, VILLAGE MANAGER
RE: CITIZEN'S UTILITIES RATE CASE STATUS REPORT
DATE: JANUARY 20,1995
In late fall of 1994, the Village Board authorized staff to take reasonable steps to intervene in
the above referenced rate case. Since that time the Village has filed an appearance in the
case before the Illinois Commerce Commission and has solicited other communities with
Citizens Utilities operations to join in a combined effort to secure a reduction in the proposed
23% rate increase. Des Plaines and Prospect Heights have expressed interest in such a
joint effort.
At a recent meeting of the Community's Managers and legal counsel it was estimated that a
reasonable effort at intervention would cost between $35,000 and $50,000. This would
include retention of an expert witness to review and testify regarding the proposed rate
increase, several days of cross examination of Citizens Utilities experts, briefing and oral
arguments, if any. The estimate does not include any appeals. Prospect Heights estimates
it has about 3,000 Citizen Utilities customers; Mount Prospect has approximately 3,600; and,
Des Plaines has approximately 500 customers in its Waycinden area in the southern portion
of its community. Some type of prorated cost sharing was discussed. Based on the number
of customers, Mount Prospect's share could be anywhere from $17,750 to $25,350. The
Village Board had previously authorized an expenditure of $3,000.
There was also considerable discussion regarding the likely impact our intervention would
have on a final rate order. The consensus opinion was that it would be minimal. Cost
comparisons between municipal and private utilities carry little weight with the Commission
due to differing tax and regulatory schemes. With the advent of a Lake Michigan water
supply to Mount Prospect customers, concerns about water quality have been greatly
diminished, and customer service issues do not appear to be as material as they once were.
Finally, the Village offered to buy the system from Citizens Utilities several years ago and the
proposal was rejected by Citizens Utilities customers/residents by a wide margin.
The Village Board will need to consider whether it would be cost effective to pursue this
effort.
Michael E. Janonis
Village Manager
MEJ/caf
oil A�
II
ECONOMIC DEVELOPMENT CON M,,',SSION
Trustees Room, Vf#ag U
Thursday, January 5, 1995
89*00 A.M.
4 1
The regular meefi of the Ecomnu*c Development Commission of the Village of Mount Prospect
M9
was held on T { y monu*ng, January 5, 1995 at the Village Hall *in the Trustees Room, 100 South
Emerson Street, Mount Prospect, Illinois.
The meeting was called to order at 8:10 a.m. Dy Chairman James Ebbinghaus. Members present
were: Bruce Gdlilan, Norman Kurtz, John Riordan'. Dale Jessie and Chairman James Ebbinghaus.
Members absent were: Brian McCarthy and Ben Trapani. Also present were Mayor Gerald Farley,
William I Cooney, Director of Community Development Department- and Kenneth Fritz
Economic vevelopment Coordinator.
A...QYALRU�MM$
Minutes of the November 3rd meeting were deferred until February 2, the, next regular meetik�
Staffreviewed with the Commission the projects that are currently in monitored by the Ec n 'c
0
Development staff of the Community Development Department.
t
Kensi*ngton/Wolf property - Shaw Company has entered 'Into a contract to purchase w'
0 0 . V 0 X A J*
Concord Builders. Ken Fritz has met with a prelimina
g gIry meetinwith Concora reardin
their desire to develop townhouses, for the property on Kensington. Proposed density 1
roughly 10 units per acre which is consistent with Village!s R-2 , Zom*ng District.
# # Is
Home Depot *indicates that demolitim on Child's World wiffl begin in iate January with
0
construction to begin in early March.
ETA Circuit Breaker now under construction in Kensington Center on Bishop Court
anticipates an April opening.
Ani*xter will begin 'interior remodelling at 852 Feehanville Drive 'in the former WC]_
Financial building. They4ill be occupying approximately 3 0,000 square feet of the 6 1,0011i
square toot ramuty.
M
Econorm*c Development Conmu*ssi*on
Minutes
Page 3
E. Econornic Development Recommendations to be Considered by Village Board, - 199.1&
II. Analysi's of -B ' uilding, Space Nee& Survey,- Brief Report to be Prepared for Meeting with
Real Estate Broicers for 2n&Quarter of 19•5
III. Analysis of Hotel Restaurant; Survey,. Plan to Send out Package to Hotel Restaurant Firms
and Possible Inclusion into. Marketing Brochure
IV. Cooperative Role with Chamber Regarding Cook County Tax Assessment Studies
V. Targeting Business Types for Mount Prospect
A. Downtown -Retail
B, Communications and other Tech Uses (Seek KBC and Owner's Association In
Kensington Center for Suggestions
VI. Impact on Large Employers - Federal Emission Control Standards
VII. Interior Buildout Program in T11F District I
VIII. Land Use Policy Regarding Vacant Land Redevelopment Annexation - Possible Joint
Advisory Board Work Session With Plan Commis sion, BDDRC and ZBA
IX Public Presentations - EDC Programs (Present to Service Clubs, Chamber, Real Estate
Brokers,, etc.
X0 Health Care - Identify Needs of Small and Large Business in Health Care Needs
This list ofpotential work program p rojects 'is by no meam all inclusive nor is� *1 t- intended to sugge
thatAl ofthese projects would be necessawy identified for completion during 1995. The list shoul
serve as a discussion for EDC members.
CON`
An 'e'frort is being made to step up the business visitation program. The second througn rourtn
0
Thursday mornings of each month will be targeted for business visitation appointments. The goal
will be to arrange two visits per month starting in February. The 26th of January has tentatively
been scheduled for Sayers Computer Sourceone of the new businesses moving to Kensington
Center.
k,
-7-11 MTT 7n ---r - ---� T r —1 --- I
U ��-Lj -i'G OF THEE"',
14 U i R, G
i Coi',a.7
_7 jT 'z;' 0rWppw "
S"ECT PLr*111tl1
Je.nuary 18, 1995
T
_n 01 Of J �P,
The regu]_&.3". Meet* t -1 ivio un t 'Irospect plan Commission :ias called to
order by Che-irme-n Ponza-t e Hall,, 100 I.:-)*outh :71merson 0"treetI, 7 34 P'- at Vill ag
I-lount Pros-oect _L I ISO
ROLL CALL
Present at Roll Call,, Frank Boege Garol Tortorello,
1,1i ch a el Ho f fm an Marshall PonzJL (Ghaarmaxi)
June Richards
Ab s en t ZdWin Janus (Armilk' ved 7#58 P1`1
�'Jilliam Reddy
Loui's Velasco (Arrived 71.37 PIWI)
-Angela Volpe
Village St,-;Lf'_i" Present,* Mi c h a. el Si m st Village Planner
11 a.."ri J,, Cooney, Larector of Planning
Develooer
6.
Dean Geroulis, Chicago Tribune
AP.*,�.)"JLDLOVAL OF
_,_o:�
Inst irio Velca-sco siccstd, the, vo't..e _oul). r_'havie. beeon �;.oresented C�ls 61*wO, 2 e.,bste1:.-it
41
o # - A.- thoug-nt our C --)BG rev* di s c u s s,D_ o n ar. a n o
It "
votes Iriau_ *oeen t.,71yhen on 'Items
therefore the content on �.cceis-,s to f -'are should
c ir rier.,ues nd -,oerha-os
hc-A.ve bec"11.1 considar sendfng a miessaoe 'to cut back the* t a
the '�,`illave should -L'und LEkvergne -it.venue resur:facinir, A motion v:ras m-E-,ae ov
Q
,I,Lr,, Boe,c%e. VJOLth C-,-. second b','k,,r to approve the w-inutpas o.E' JE.nuar-,-,
1995 aamended. 1-`o ti on -Ao
-.ssed 5 of 1 a"o -tention.
G ur n e e s t m er-,ib er uune _�t ch a r d s, is Introduced and greeted by all.
S
-i. s er-
ng �,reek --�*states SI C)_
M Ser
0-
'is sieeitino% anproval of -a i i _n al a i on
p1at of sub"v's."'
14r L -I
i7i,r-I c h * 11 cr e a` e 15 :Lexiu. y resp dent *al lots and one storm,,,,, -ter et en' lot
out of triree 1001 x 7001 single iamlY lots at 105. 109 ana 111 SoUtn Dusse
,Ro 0% d,* 11,17x* S -Ln -s explE13".ns detention 3' _s deS31"_G-nE-:�Lted out lot v:haLcn is adj"CaCenii..
r13-cn runs a rwiF,.inww
'to -.'Teller Greek wh* ' long the rear ol the pronerty and '11 '
te-ined by a. hol.-.qeo-�.mersl assoiciatioln, Mr. Hoiffman asks 1;1r. )Semar about tree
-i)reservat"
ion and he answers 'that as many as poss, ble 11".11*11 be preserved. 1"r.
Hoffman then asks about the two, single fam ly lots directly 'to the south o I
the site and Mr,. Ccones fills him in on background of the many previous
Va n
"hie axi ngs 0 Af t er Some discuss2Lon a motion 'is made by Mr. Velasco 't
Jq
,second 'by r. Boege to approve 'the Semar final Plat of subdivision as
subimitted,, 1,1otion car, *es 1 abstention,
rl 5,,O,f
C 0 12 - I I T T RIEPORTS
A
1!LO Communitv Development No report
0
B4O1 Cloworehensive Plan No r ep o, rt
GO Development Code No report
JText �iizendment No reyjort
T 7 71 1.1
o n e
11INUTES'
T Co n s o 12*- d at d P 11`., an
i
Chel'rn. #e -7_n Ponz-L opens tllle Publ,, c
in
notice had benn ubl she CL
He then go es on to rev' I' ew 'he Hc
folio els on di ere rit pQints,OiA* t
thought -=out document clontai* ni,,Ing
It was also wondered at th e ft
chano-es 3". n `.'Ja s h i n g t o n
vir, Cooney then revievrsthe ,7g',edE
year 1995 (8 months) At:`Lvloti:es
a slightly different version"' t,
e
discussion and dollar puntl','
*ly HousI ng R
S*ngle Falal ehab,,
Access to Care
Resources ^or Cominun* ty Lil'vi_nE
o using
Sen'or O;riared
XII'llood 1--uVoccalCy Pro Er,�%;,mn'
o ri zo, ns
ev.r in,
r an I I on a.]_ L`v*ng Progr��
*4treet '.ianr�lcap Ra.,mi-os
Adm' nistrcatioll
The -LOu"Ol *1 c 1-1ea.rI*n,jz* is closed,"�by
A motion is de bv 1-1r. V"..laspo
T T
the HUD �iciusinr-, "ordabiii
1,10tion carries
A motion is then made bytwo
the Federal Co=una'.ty Deve16 en
an
Budge' as amended. 11o, t CL I�on C
*s then dec_*ded to have a f
00
that we are hap- Dy "i-li"Ith their,
.�L
salaries and ex en s e s,*,,,
P
Mr,, Janus reminds us that thelCo
the Development Code re *a;��Io:n/
Consolidated Plan 1171*11 be pr' en
There being no further businle],/ss
Respectfully submitted,,
Carol Tortorello
188 1995,Page 2 0 T
/
4
A),
0
to colns i der Ca 1,-LU1_,,
AP.1an and the 17edezraa Cohvimun* ty
5 '.t..ctivI es anal Budget,
M S s
0 1.11 1IL-C 0 tates C.
earing,at 7*52 P
Nount Prosect Journal in a t,,:Lmelv m4F.-_n"_n erg
sing �.f f ordab 1*11 ty Plan,. 12luch discussion
I- el
e plan �ead most agree it to ' be a very �Wl
uch pertinent information about the Village.
are olf "HUD Vill be vrith all the conte).;volated
al Community Development Block Grant fiscal
ad B'udget, Com scion members had reviewed
err last meeting SO .,ha t this brought some
aemento
$274,993* 00
111000*00
600 * 00
1 t 400 00
80000
5,700*00
6000*O
��
O
502 000 * 00
00
1 493* 00
T
Pon at 9#07 P
Lth a second by 1-ii.r. Hoffinam to ajo*,,)rove
portIon of the Consoli*datecL Plan,
Pir. Vel-sco to approve
.rith,'a second by CA.
-Block Grant fiscal year 199.5 A_xtivities
"ries 7-wO.
send a *.".Lett"er to -,,'-'_ccess to Care s tre si
ork but.. that we are questioning their
0
*ttee o -OP.: the ',,.'Ihole a. vi eVIT
n s scheduled to re *
,ivary 24., 199.5 which is also the night the
Mao, d.
,ie meeting is adjourned at 9:21 PMo
MAYOR
GERALD L FARLEY
TRUSTEES
GEORGE A CLOWES
TIMOTHY J, CORCORAN
RICHARD N, HENDRICKS
PAUL WM HOEFERT
MICHAELE W, SKOWRON
IRVANA K� WILKS
MICHAEL E. JANONIS
VILLUE CLERK
CAROL A,, FIELDS
t
of mm iProspima%t
100 South Emerson Street Mount Prospect, Illinois 60056
SIGN AREVNW ]BOA]RD
Monday, January 23,19 95
Trustees' Room, 2n1 Floor, Village Hall
100 South Emerson Street
Any M*dw*l*dual who would like to attend this meeting, but because of a disability needs some
accommodation to participate, should contact the Planning Department, at 100 South
0
Emerson, Mount Prospect, Minos 60056,708-392,,6000, Extens*on 5328,, TDD #70&392-6064*
MX-ft WIC Q8 sol VA I VAIA *,loxi 19,1-
January 9, 1995
CALL TO ORDER:
Theng oft Sign Review Board was called to order by Chairperson Adelaide Tulin,,,, at 7,35
p.m., Monday, January 9, 1995 at the Village 100 South Emerson Street, Mount Prospect,
lois.
is.
0
RC1 CALL,
'Members of the Sign Review Board present-, Hal Predovich, Philip Stephenson, Elizabeth Luxem,
Richard Rogers, and Chairperson Adelaide Thulin. Members absent were: Warren Kostak and John
McDermott. Also present was Kenneth Fritz, Economic De'velopment Coordinator.
0
APPROVAL OF MINUTES.
0
The minutes of December 19, 1994 were approved unanimously on a motion by Richard Rogers,
seconded by Elizabeth Luzern. The motion passed 3 ayes, 0 nays, with Predovich and Philip
to
Stephenson abstaining.
0
NEW BUSINESS.
P -
Golf Plat` I P41- s seek variations from Sections 7.305.A. 1.c and 7.305.A.2 of the Sign Ordinance
in order to replace two freestanding signs with
1. Twelve foot high with 10 tenant panels located adjacent to Busse Road; and
2. R�e,place; a 37 foot high sign with a sign 15 feet high with a face of 36 square feet per
face adjacent to Golf Road.
Mr. James Ryan, attorney for the Petitioner, and Paul Styles, Property Manager for DiMucci
Development Corporation made the presentation.
Upon receipt of the staff report the petitioner modified their request by reducing the number of tenant
panels on the sign adjacent to Busse Road from ten to six in order to comply with the Sign Ordinance.
In addition, the existing sign would be reduced from 16 feet to 12 feet in height to meet the height
requirements of the Sign Ordinance for freestanding signs. The same sip face of 50 square feet
would be maintained and SM* tenant panels per face would be installed representing businesses from
the strip center. A second sign adjacent to Golf Road would be reduced in height from 37 feet to
15 feet requ6 W inng a variation of 3 feet in order to reconstruct the sign. The proposed sign face of 36
W,
Sign Review Board Hautes
Page 2
feet is less than 50% of the sign area allowed for a freestanding sign. Both freestanding signs
would require perimeter curbing and landscap*to be included Mn the rovement of the
Ing
freestanding Signs. I
I rVV L"
Colored renderings were presented for both " I. *indicating that the background color would be a
color consistent vvith the U* of the 4ems and the tim would be the contrasting color picking
up the accent colors on the facade. Asign cntena was submitted for the Center *in accordance with
the Sign Ordinance outlining the specifications for signs for the freestanding and wall signs for the
Center. I
With the proposed change, staff recommended approval of the variation request for the freestanding
Is 400
aajacent to Golf Road proivided the landscape concept plans and perimeter curbing required by
Ordinance were complied with in general agreement with the landscape sketch plan submitted. Staff
also recommended that a pole skirt be placed on the sign proposed adjacent to Golf Road to measure
approximately 3 feet wide M* order toimprove the appearance of the sip.
otio
A motion was made by Richard Rogers, seconded by Hal Predovich, to approve the variation as
prated. The Sign Review Board also suggested that the staff recommendation to include a pole
skirt for the Golf Road sip be added. Perimeter curbing and landscaping at the base of each sip
was also made part of the motion. The vote on the motion 5 ayes, 0 nays. The motion was approved.
The meeting was adjourned at 8 0-00 p. M'.
The Finance t;ommission Meeming scheduled foi
Thursday,
January
6 1995
a been
a-IMI1MM#
Dwembim 19 1
I A � ►.� :.A A •r e a r 1N N A sf MChairmanONP-hard
N Iuber,
A N 1 � "A'N Ar John N Vince rod N`k NN NNMwTisoh and Am
S Also 11-t war. Fkarice Director David Jepson and A It Finance Director Carol
Widmer. Commission N N-mi1 1 :•! Joe l N N N N Tom M'. e! _ absent.
qW
'the minutes will be acceputd, at the, next scheduled Fi
Adtournnwnt
U 'w 111 11 111 111
W for Jwuary. 1* IW5 bWget wM te 4eliverW on
sAft
F&rmuy 14 and the Finarwo COMAdWobo
revww wM be& on February 23 with an
ovemew aw ion, epasto t, and man
Was aujourmad at 7:40 p.m.,
i
rccarl'sol
of aC Meedn"
i1Tove"er 10, 1994
The minutes of July 28NSe b
ptem. er 29 ecep
Wgwl vq"M m7 "l
Finance Director David Jepson reviewed for the Finance Ccrmaaiss ane the pwoess the Village goes
through at the six•mmth review. At that time, each Prnue andexpw, d tu'rc item is reviewed and
a projection is prepared as to the balance at the end of the fiscal year. The revww of 1994/95
revenues revealed that sales tax continues to be a major oanoern for the Village. Sales Tax revenues
for 1994/95 will be agpraximaWy 55,650,000 which is $2009000 less than the budgeted amount.
Also, the revue for licenses, pCrmits and foes are expected to be about $75 000 less than the
amount budgeted. One of the important outcomes of this review is an estimate of the cash balances
drat will be available to start the next fiscal year.
The react Village budget will be a transition budget. This eight-month budget will cover the period
May 1, 1995 to December 31, 1995. The 1996 Budget will be a calendar year budget. 1Ur+e are
several advance to the Village to have the fiscal year correspond to a mar year. Cun=tty
pro�eaty tam is Coak, County are payable in March a nd September and so the saound inOilmeaat
Of tine year and tie &* �m�t �o�' the nt�et year fir�nc Village activities, Isnot easy to
understand or administer. Also, the pr tax, levy must beadopted-k December while ft
budget is nit �► va# l App. 8eginni�g in 1996 the budget and the tax levy to finance drat
bndgtt will be sppm�w+a� at !the amt tie.
Mother advantage to the Village is in the timing of construction prajects. Currently bids for such
projects are received M Spring, and Summer star thc pwntije�s �►�ed i� die budgex. 'I7�is is
laic for the construction 'Vw'ith a budget is p1aQe %a 'January., ccrnstrud as bids can be
obtained eazlier and it is hoped these will be a savings to the Village.
There is also a legal req, t for the Village as part of its commitment to SWANCC (Solid
Waste Agency of Northern Cook County) to have the taut levy in place prior to the budget. The
Ott
ces
if
r riOjO94 1r ;.�, SWANCC duough
1" 1" 1 1 taxes,
I r0%
% D. ' tam must 1 ;. +1 t► n 1 1 -the of the fiscal yCwmdythe 993tax levy
both parts 1 the 1993/94 budget
year
✓'" and f � ' f � ' � 1 the 1994/95
M M � � � :r year.r ;,,,,Village
w
►". to Ir► :.. r 1 +w' 1 1 ' :% r 1995
•tax levy will
I " �" M �"` i✓: i } r Village
�,4111ft the SWANCC,agr���
M :M
It 'on n*&2ted ft 1994/95 fiscal year will result in a surplus of renues over Cq,=',dift'M of
0 0 0 A fll
$60670 t dW G, eMal, ' 1 e ; w' for M 1 Short w :. ,.- rCar'aMAX-1r $495,000
0
wted at
m the Geneml FfUnd, with at $1397859000 arid
$14,,280,000, Thisn*duetothe Of WrA &Y and some twelve
IN
IM 1 r �� i 1996 1 11 .. :M 1 ". r 1
which I 1 t budget result
!Wift 0
surplus of $122.4.% wi% *ecud at $2107Mq&% aW eXIPC
$210"404W*
1171111 7
All
Vl+
wit
rim
.+ :.+I � 1 �' !" ,�' 1 ' I ��.•-1 ��� � . 1 1 '1 1 � �"r r f '�►" : `':• 1 I ;.+ :+�
r 1 Iw Mr :.a :. M :•1 1 1 ;.+ F' :» 1 :.• :. 1 w ' • 11 .�! ► ;.+ :� 1
`+
1-0
11IF1 1 �1 r 1 1 r :� r 1 r 1 1 r 1 ►; V' 1
r 1 ��.:•f � 1 1' r
MIC neat q i
�s► ft'DwerfibaI, 19%*
7101 Meeting was Majourned at 9:12 p.m.
Dk*Ctor
art L Weeks
MAINTAIN Seen P
D"xotV Mromw
Gftrftv'su ,
en FL Andler "I
Nkhr L Sah
Ad 000-041POWMAWO
Fomm"/Grounds,
Down L Si4winundent
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Sorod West* rA*rdwmftw
M. Liss Angell V*NC*/tqu4wftnt SupWrtaAdOns,
JWres E, Meoaw,
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aunt ProspectPmbl"c Works Do
I artment
1700 W. Central Road, Mount Prospect, Illinois 60056-2229
Phone 708/870-5640 Fax 708/253-9377 0 70B/392-1235
MINUTES OF THE MOUNT PROSPECT
SAFETY COMMISSION
I'm CALL 10 ORD,
The Regular Meeting of the Mount Prospect Safety Commission was called to order at 7:30
P.M. on Monday, January 16,1995.
ROLL !q.ALL
Upon roll call, each Safety Member introduced themselves to the audience,
Present upon roll call:
Lee Beening
Chairman
Andy Mitchell
Commissioner
Joan Bjork
Commissioner
Arlene Juracek
Commissioner
Del Ulreich
Fire Department
Tom Daley
Poice Department
Mel Both
Pubic Works
Sean Won
Pubic Works, Engineering Division
Absent:
Art Coy
Commissioner
Chris Lenz
Commissioner
Others in Attendance:
See Attached List
1110 ALPEROVA F'M[NQ,'TEa
Commissioner Arlene Juracek, seconded by Tom Daley, moved to approve the Minutes of the
Regular Meeting of the Safety Commission held on December 12, 1994.
1
Recycled Paper -4
IV. -CITIZENa IQ, BE HEARD,
No citizen came forth at this time to discuss any topics that were not on the current agenda.
V. BUSINESS
1111 �illillillillill I 111111 11111 pill 111�
i""Ism I a i : i 1 10
1 23,
Mr. Dan Ewing of 12 Audrey Lane said that the cam belonging to workers from the
dental office on Central Road are no longer parking on Audrey Lane and wants to
withdraw the request. Tom Daley mentioned that the Police Department discussed the
Issue with the dental office workers who are parldng on Audrey Lane. The dental office
workers understood the safety concerns due to the parked cam on Audrey Lane. The
Police Department resolved the issue. Mr. Dan Ewing withdrew his request and
commented that he appreciated the Police Department's effort.
Mr. Dan Ewing asked about the time frame of monitoring traffic on Audrey Lane after
the recent closure of Connie Lane (January 12, 19M. Sean Won said a few weeks
after the closure, Chairman Lee Keening mentioned that previously the time frame was
about 30 days after the closure. The new traffic count will be performed in February
after the motorists got used to the Connie Lane closure,
Mr. John Fox of 516 See-Gwun Avenue discussed his concerns about the traffic volume
and speed on See-Gwun Avenue. He noticed that even the school buses exceeded the
speed Omit. He mentioned that he had contacted the Police to patrol regularly (once a
week about 15 minutes). The Police Department said that they can only patrol
occasionally.
Sean Won discussed the study done by Civiltech Engineering, Inc. The study
concluded that the stop signs are not warranted even though there is a speeding
problem on See-Gwun Avenue. The 85th percentile speed Is 32 mph which Is 7 mph
over the posted speed Omit (25 mph). The study recommended a periodic police
enforcement because stop signs are not effective means of controlling vehicle speeds,,
Mr. Gene Starch of See-Gwun Avenue also discussed his concerns about the traffic
volume and speed. He questioned why the speed lirrit of Lonquist Boulevard is 20
mph. Tom Daley said that 20 mph Is reserved for the school district area.
Commissioner Arlene Juracek mentioned that there used to be a school In Sunset Park.
Commissioner Juracek said SeeGwun Avenue Is the only thru street crossing the Weller
Creek between Busse Road and Route 83 and, therefore, collects more traffic than
typical local street even though the traffic count does not met the warrants. Mrs.
Kathy Fox noted that the study did not consider the seasonal traffic reduction (the traffic
2
count was done in December before the golf season) and a steep downgrade for
northbound traffic. Mrs. Fox mentioned that the drivers may speed due to a steep
downgrade without recognizing It. Commissioner Juracek recommended to take
addMonal traffic counts during the golf season. Tom Daley mentioned that only small
percentage of the motorists are eligible for speeding ticket (10 mph over the posted
speed limit). Tom Daley said that the Police will patrol the area during the different
time of the day to identify the problem and will do it again in ApriUMay (during the golf
season) to check for any traffic increase. He recommended that this issue be
reconsidered after the new traffic count and spot speed study are done during the golf
season,
Mr. Gene Starch questioned if speed limit signs are sufficient on SeeGwun Avenue.
Chairman Lee Beening said that the Engineering Staff will investigate whether the
speed limit signs are sufficient and property installed. Tom Daley requested the
residents contact the Police if they have problems during any particular time. The
esl
Police Department will adjust their patrols accordingly. Mr. Dan Ewing mentioned that
one traffic count may not be a representative sample for some cases. Sean Won said
he will contact the residents before the traffic counts to gather better representative
samples*
Commissioner Arlene Juracek, seconded by Mel Both, moved for periodic police speed
enforcement on SeeGwun Avenue and reconsidering the stop sign request after
additional traffic counts and spot speed study are performed during the golf season.
The Safety Commission voted 7-0 to approve this motion.
11111116 =1LO
Sean Won discussed the results of the parking restriction survey. He said Charlie Club
had joggers' complaints about truck parking and they approved the parking restriction
on Midway Drive. Zanies did not respond to the survey. The Engineering Staff
recommended the parking restriction on Midway Drive because two (Charlie Club and
Park National Bank) out of 3 businesses approved IL Chairman Lee Beening and
Commissioners Arlene Juracek, Andy Mitchell and Joan Bjork discussed the truck
parking. Tom Daley said that there are no overnight truck parking problems on Midway
Drive,
Tom Daley, seconded by Commissioner Arlene Juracek moved that no parking signs on
the south side of Midway Drive be installed. He noted that if businesses need
additional parking they can contact the Police to obtain parking permits during a specific
firne frame. The Safety Commission voted 7-0 to approve the motion.
V
Ink rci 'R T
z
- 111J)
Sean Won said that Ms. Judi h Resele of 400 Larkdale Lane had contacted him about
the Children -At -Play sign request. He explained the potential danger of unwarranted
and unenforceable Signs. He said this Children -At -Play signs could give a false sense of
security to residents and children. Ms. Resele understood the explanation and withdrew
the request.
E PARKING
Chairman Lee Eeening mentioned that the resident (Mr. ,Da us was not informed about
the Safety Commission Agenda in December, 19941, Therefore, this issue is di
SATFE_T__�Co�i-r'1-1SSIQLJ__MEET�N G
7/AWuRY 16 I'll
S
y
KwIf
m
ZONING BOARD OF APPEALS
Regular Meeting
Thursday, January 26, 1995
Senior Citizen Center
50 South Emerson Street
III, Jill 1111�p�
Phone- 708 / 392-6000
Fax: 708 / 392-6022
TOD: 7W / 392-8064
This case was continued from the December 8. 1994 Zoning Board of Appeals meeting. The
petitioners are seeking a map amendment as allowed in Article II, Section 14.203.D to rezone
approximately 3,509 square feet of Lot 5 of Wedgewood Terrace Subdivision from R -X to R-1
Single Family, and approximately 4,275 square feet of Lot 6 of Elmhurst Place Subdivision from
41 *
R-1 to R -x Single Family in 6rder to create a three lot subdivision.
Upon completion of the public hean*ng, Village Board action will be requirea tor tius case at their
meeting of February 7, 1995.
VAAN, S tO kv
The Village is seeking amendments as permittedin Section 14.203.D. The amendments include text
amendments to the following Sections:
14.904; 14.905.B.1; 14.905.F.,
14.1303
14.1504.D
14.1604.D
14.1704.D
14.1804.D
14.2004.D
14.2104.D r.
14.2224
14.306
14.2207
Article )aX - B-5 Central Commercial District
Conditional Uses - R4 Multi Family District
Transitional Setbacks - B- I Bu si fiess Office
Transitional Setbacks - B-2 Neighborhood Shopping Dist,
Transitional Setbacks - B-3 Community Shopping
Transitional Setbacks - B4 Business Retail & Serv. Dist.
Transitional Setbacks - O -R Office Research Distn'ct
Transitional Setbacks - .. Industrial District
Central Area Parking Regulations
Accessory Structures
Parking Area Design
MAYOR
GERALD L FARLEY
TRUSTEES
GEORGE A CLOWES,
TIMOTHY J CORCORAN
RICHARD N HENDRICKS
PAUL WM, HOEFERT
MICHAELE SKOWRON
W
VUlage of Mount Prospect
iRVANA K, WILKS
VILL'A'SE,MANAGER,
MICHAEL E, JANONIS
100South Emerson Street Mount Prospect, Illinois 60056
VILLAGE CLERK
CAROL A FIELDS
AMGNwllw NMN.. D A
ZONING BOARD OF APPEALS
Regular Meeting
Thursday, January 26, 1995
Senior Citizen Center
50 South Emerson Street
III, Jill 1111�p�
Phone- 708 / 392-6000
Fax: 708 / 392-6022
TOD: 7W / 392-8064
This case was continued from the December 8. 1994 Zoning Board of Appeals meeting. The
petitioners are seeking a map amendment as allowed in Article II, Section 14.203.D to rezone
approximately 3,509 square feet of Lot 5 of Wedgewood Terrace Subdivision from R -X to R-1
Single Family, and approximately 4,275 square feet of Lot 6 of Elmhurst Place Subdivision from
41 *
R-1 to R -x Single Family in 6rder to create a three lot subdivision.
Upon completion of the public hean*ng, Village Board action will be requirea tor tius case at their
meeting of February 7, 1995.
VAAN, S tO kv
The Village is seeking amendments as permittedin Section 14.203.D. The amendments include text
amendments to the following Sections:
14.904; 14.905.B.1; 14.905.F.,
14.1303
14.1504.D
14.1604.D
14.1704.D
14.1804.D
14.2004.D
14.2104.D r.
14.2224
14.306
14.2207
Article )aX - B-5 Central Commercial District
Conditional Uses - R4 Multi Family District
Transitional Setbacks - B- I Bu si fiess Office
Transitional Setbacks - B-2 Neighborhood Shopping Dist,
Transitional Setbacks - B-3 Community Shopping
Transitional Setbacks - B4 Business Retail & Serv. Dist.
Transitional Setbacks - O -R Office Research Distn'ct
Transitional Setbacks - .. Industrial District
Central Area Parking Regulations
Accessory Structures
Parking Area Design
Zonkg Board of Appeals Agenda
Page 2
Also included are map amendment :s
to rezone the eject properties FROM: P-1 11 B-2.12 1 B-21
R-, $ R-119$ R-4$ 1-11 1-2, and B-4 istricts TO: B-5 Central Commercial and B -5C Central
Commercial Core District.
Upon completion of the public hmrih
g, VUlage Board action will ►be requw*ed for this case at their
meeting of February 7, 1995.
NOTE* In all cases where �,,,th6 Zorng Board of Appeals is final, a five (5) day pne *od is
p ro
v) Wed for anyone-va'shing to appeal their decision. No permit will be issued until
I A Iew A%
this period has elapsed. Apptorins, are available in the Planning Department.
Any Wdividual who would like to''atte'nd this meeting, but because ef' a disability needs some
accommodation to parpt icipatle'., should contact the Planning Department, at 100 South
Emerson, Mount Prospect, IllWon 60056, 709-392,6000, Extension 5328, TDD #708.-392.6064.